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Permit 1617 Linkside Dr (vault) ADDRESS BUILDING PERMIT NUMBER INSPECTIONS : FOOTING UNDER SLAB PLUMBING SLAB �=-t FRAMING /,- ,y " g�' COVER-UP INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY- /�C% �' v ELECTRICAL PERMIT # /z / D INSPECTIONS ROUGH FINAL �� -�- MECHANICAL PERMIT # PLUMBING PERMIT # NOTES: cl G`ly of C , t+ n o e o{ io Fo \ R�QVEg� f iLj ' PM. .. -� `ooaEjty L or"O ,&p G P Gond QaEse f` G ontraatoti �MB,N Neaf n9 ce G Fire Fgb Pea Pddce ����a\GPy J ZoP but G pce PM. fob W yting a Se Nel ^. t,s �NGPE�E G Pgm EPoEe � ON Friday Cw'. G C Etna ec(\ ,,arae G Fook g a � A o NSP Pian n9• wed. PeSaUEoa�`Qnn0 G ot\o 11 EMSP Jpa pmaf©oG ��EEcaEeo GenoY SUes r pate Mon' 1nsPeot`on Made rrr-'' tnSPer,tor CITY OF Office of Building Official , EST FOR INSPECTION )ate _ Permit N _ time M " deceived _____._.._. P JobA' . s - ocaifty owner's dame Contractor 3UILDING CONCRETE LECI'RICAL PLUMBING MECHANICAL gaming - Footing Rough Wiring Rough E Air Cond. & to Roofing StabTemp Pole _ Top Out Heating 7sulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Aon, Tues. Wed. Thurs. Friday A.M. rspection Made -- P.M. Final Inspection spector Certificate of Occupancy 1 Date r ' f OF . ADDITIONS or • - - • D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The fglllowing additions or corrections shall be made before the job will be accepted 15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. B` c�C1,1 Vol « } 1�.oIDR � t �r �NEM1C�� t - Of t t 300 �4 t ,:. ,�EGN CITY OF Office of Building Official REQUEST FOR INSPECTION Date � _t" � Permit Na. Timeoil Received /! <� P.M. Job Address Locality Owner's Name_..__..__ Contractor ' t' � CONCRETE ELECTRICAL PLUMBING MECHANICAL. Framing ❑ Footing 1:1 Rough Wiring Ci Rough 0 Air Cond.& Re Roofing 0 Stab Temp Pole C Top Out � Heating Insulation Lintel Cl Final 0 Sewer U Fire Place L, Pre Fab READY FOR INSPECTION A.M ' � Man. Tues. D�tirs. Friday ` inspection Made Inspector Final inspection 0 Certificate of Occupancy 1✓ Date NOTICE OF ADDITIONS or • " • D• NOT REMOVE JOB ADDRESS DATE �, //4)c< f/,!g%PC- l —/0—9 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspectkpn. Field Inspectors EL'Ec are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. J� CITY OF Office of Building Official �} REQUEST FOR INSPECTION Date f Permit No, Time � : A.M. r Received P.M. Jab A ss all Owner's � Name Contractor BUILDING CONCRETE`` ELECTRICAL PLUMBING MECHANICAL Framing � ooting ` Rough Wiring 0 Rough CJ Air Cond.& 0 Re Rooting Slab 0 Temp Pole 0 Top Out 0 Heating Insulation r Lintel 0 Final 0 Sewer Ct Fire Place 0 Pre Fab READY FOR INSPECTION A.M, Mon. ues. Wed. Thurs. Friday PM. / A,M. Inspection Made -P.M• Inspector Final Inspection 0 Certificate of Occupancy Date i r CITY OF 13C404- Office of Building Official 4 REQUEST FOR INSPECTION Date Permit No. Time Received M, /6/ 7 Job Addr s Localit Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUM MECHANICAL Framing 0 Footing 7 Rough Wiring 0 Rough D Air Cond.& D M R,Roofing Stab Temp Pole D Top Out U Heating Ell Insulation Lintel Final D Sewer Fire Place ❑ Y,-O)AMC ✓/—Pre Fab READY A.M. Mon. Tues. Wed. Thurs. Friday PM A.M. Inspection Made --P.M. Inspector— Final Inspection UCertificate of Occupancy E, Date Otti�iat cv\OtA FOR i!*1Sp Q ���vE pe�mtt q,o r Gond. Race4`e �C/ pontcaoto P�0N10 KeaO9 e � n _ Fice Ptac fob ddce040 RtCp1 RoP Out b�ain9 Se'sef ptJ ownef s GOtAr RemP pole aY �,. f ., Foofm9 Fina SP0Cj1O0 Frid 6�1LO9N gl net 1a0P0y FOr`1N Jt uss eootln8 Wed p.M pM' nsPet 4on cuPancY ` TCues Cedittcate Qc o{ *,Aon._ pate i t�,sPect�on Made T i�>Pectct i Tatifiratt of Ovan-1-nunru (situ of Atlantic +Jleocll -- Yloriba Department of Tguilding 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 uarious ordinances regulating building construction or use For the following. Use Classificatior,Single Family Residence Bldg. Permit No. 10457 l GroupW,frame Type Constructions/f Fire Distri At lan Beach Center HBmeS T,.^r_ Olit MintDriver ve S. Owner of Building Address Tg pk"�J--e' FL 32216 C�Mdress 1617 Li Cside Drive Locality Atlantic Beach, FL 32233 By: DON C. FORD Building Offici Date: 7 POST IN A CONSPICUOUS PLACE 4.. rv"I~ { Cv/3�fr MAP SHOMN _EJUNPARY SURVEY OF LOT 104, $ELVA LINKSIDE, UNIT 2 AS SHOWN ON PLAT RECORDED IN PLAT BOOK 47, PAGES 85, 85A AND 85B, CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PORTION OF SAID LOT 104. FOR POINT OF BEGINNING COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 104 AND RUN IN A NORTHWESTERLY DIRECTION ALONG THE ARC OF A CURVE IN THE NORTHEASTERLY RIGHT-OF-HAY LINE OF LINKSIDE DRIVE (A 50 FOOT RIGHT-OF-WAY), SAID CURVE BEING CONC&V, TO THE SOUTHWEST AND HAVING A RADIUS OF 75.00 FEET, A CHORD BEARING AND DISTANCE OF NORTH 32" 52' 35" WEST, 7.06 FEET TO A POINT: RUN THENCE NORTH 64' 15' 44" EAST, A DISTANCE OF 37.00 FEET TO A POINT; RUN THENCE SOUTH. 25' 44' 16" EAST, A DISTANCE OF 7.00 FELT TO A POINT ON THE SOUTHERLY LINE OF SAID LOT 104; RUN THENCE SOUTH 64* 15' 44" WEST, ALONO'SAID SOUTRERLY LINE, A DISTANCE OF 36.12 FELT TO THE POINT OF BEGINNING. MR: CUTZI 9 US C0XPORATION NOTE: BEARINGS SHOWN HEREON ARE RASED ON THE ABOVE MENTIONED PLAT. C4971A141), t,44(RA 46-0 NOW M, r,�n�►a��r,��v nrlts o�G41,4,4q.4A1r v ea 57,cW,41?r 7-1rc 6 of 411 CCleTOAIIIIU E, m1c. p/dk'7' 0,- 5-EC7/t71V 6, 7OWIV,S'NIP 2SCU7,W, faANGE �9 EAST 4 ° �' C4NrF1E'rG j pA7iG ' .A 7 r-97oaY s�ueca b d OW6L6fiVfs � g@ � W 0 � .�• N I5"EAv�S � � JY � � � � v q h © Pia/i5N FLpOR S o r h > 'u a s bv.az.so: �,4 ♦ 4 Q Q Q (Mo�rrrdAW¢�oa ,'141A14 w p�fRfiCA4 r79rdVH1�y ;u 0 �• 1 42 a' 13 A' p4 �!/� r�`��`�'s�,,, � • �• � � /�p SOF J p 3 IR cis PRA MAR 111996 � b �Z � Building and Zoning rn � O 1 ung y'�^/ '�.� TA 6QG/r -0j v-& / -�/_ 9� ,vary' vi,cfva wiz CaRN6R5• I fIERESY CERTIFY THAT THIS SURVEY,PERFORMED UNDER MY RESPONSIBLE DIRECTION,MEETS THE MINIMUM LEGEND tPou.io- NO N i TECHNICAL.STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 610il-s.FLA.ADMINISTRATIVE CODE ■ CO*CAETE 100mv It, (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFYTHAT THECR RE ARE NO VISIBLE ENOACH• 0 113.Fotm"a.6419 MLNTS UPON THE SU&IECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. 0 lit'WT WOM•r.e.1704 S.II.L. wiaawe IIESnncrlou tale 'I'I TE: THE LOT $MOWN Hfpro"IS 1% FLOOR clniui Awe1e zoN "X" As SHOWN ON THE FLOOD INSUAANC6 RA-M CL.ARSON AND ASSOCIATES, INC, , IAAa, COMMUNITY PANEL Na 120079- C". !J �. DAtED��'9,05 1M!NALCO A1rt.JAC%#011Y111E, IMA 3270? A ARC VISTA"" CM. clocom OWTANCe P.C, POM QF CUIPWAI ��Y IA.� L �� P.t. POINT OF TAIIO WT suRVEY'ED : I- L J 1/ IStrA�suRvrioq No. XS41. FLA PRC. rol- OF--st CMT! fr P.c.c ►o1wT of cow-ou"D cum 8r SCALE' x S40bjlJFd' rQ. f�/L4 Fes,t;�a.�sl FB,s gc, F.0 40 FIELD BOOK 937 Pe CITY OF r2 a ct c Ve4d - 9eaUd4 800 SEINUNOLE ROAD ATLANTIC REACH,FLORIDA 322-13--k"- TELEPHONE 2233-V - TELEPHONE(904) 247-5800 FAX(904)247-SW NOTICE TO: Water Department iPROM: Building Department DATE: 7- ,�) V 51'6 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 /o 57 / Cie.. Sincerely, Building Department CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-W5 _ TELEPHONE(904)247-5800 u 6 1996 FAX(904)247-5805 Centex Homes 6620 Southpoint Drive South Jacksonville, FL 32216 Attention: Bob Porter Dear Bob: There have been no Final Building/Certificate of Occupancy inspections performed on the following properties: 1. Lot 132 - 1644 Linkside Court North 2. Lot 113 - 1653 Linkside Court North 3. Lot 96- 1587 Linkside Drive 4. Lot 117 - 1669 Linkside Court North Please arrange for a final inspections on the above properties as soon as possible in order that we may issue the Certificate of Occupancy. Please be advised that homes cannot be occupied prior to the issuance of the Certificate of Occupancy. We are still holding the Certificate of Occupancy on Lot 104 - 1617 Linkside Drive due to a problem with the drainage inspection by the Public Works Department. Please get this matter resolved as soon as possible so the Certificate of Occupancy may also be issued and the house available for occupancy. You are hereby notified that unless the conditions above described are remedied within fifteen (15) days from the date of your receipt of this letter it will be necessary to disconnect the water at all of the above locations. If you have any questions or comments please do not hesitate to contact me at (904)247-5826. Sincerely, Don C. Ford Building Official DCF/pah cc; City Manager CITY OF Office of Building Official REQUEST FOR INSPECTION Dare Permit No. Time / . t Received PM. Job Addr Locality Owner's C xR Name r BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring gh F! Air Cond.& Re Rooling Slab op Out i treating Insulation ___ Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday Inspection Made PM, Final Inspect io Certificate of o c.'a y [)stlr� a.,. 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: �s95 i7 _ -- -- - -------------------- V _y3� - -- -------------------------- ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDIN INSPECTION DIVISION cc:FILE i a FSR 3844.,.,,.; 44 11,213 ` DEPARTMENT Off`SUILDtNG CITY of ATLANTIC BEACH ,. PRUIT It IFO* ` ON �--�- - _.,_. -....;» LD�T t�N # �N�'t?NNAT I ON -�-- - -�- Permit Ntw6e, 1123 Addr� :. 17 LINT 161. DFt.IVE Iti t MCNAN ICAL A' LANT I CCR PLORIDA Class 4f Werk, N ---------- -L GAL 68SCRIPTIOlt Carib r. Type» NO FjtMZ Lot. 'Block., eGt nn P otos d Use; : SIN'DLj 0 TLXTos hipt NG: 0 w 12 i c ;a: 1 Cady: 6 Subdivisi oti: SELPA LIIRKS"II3E Esti"t4a- Va 1 u $0 .00 Improv. Cost: ' ' 0.<00 otal , 41 $47 .00 Amo S47 f t?0 T AND AIR IN NEST { 1 � ..,» .� ..__ TION APPLICATION PEES PMIT $47 .00 S:IDN DRIVE i A 'IMPAC ' ?BE $0.00 V RA N GAS-'H�R.$f S�3.00 014 RADON 'CAS SV CAPITAL IMPit"Ove. $0 .00 A ,7A ILL ' , `^ 7 CROSS CONNECTION $0.00 0 SSC N IMPACT PEE .00 a CONST f SURCHARGE $ f 0 AIOTfSa ' ; NOTICE--Ai.L CONCRETE PORMS AND F©Cr"NG S MUST BE IN3PECTEfl NEFOR"E POURING 1 PERMIT VOID SIX MONTHS,.AFTER MATE OF ISSUE r BUILDING`MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT RE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY 8Y EITHER CON RAC OR OWNER } comp Y 1 fTH THE HA�t LIEN ISA CAN ;RESULT IN' TNS iF1bpe0t t`m . '`PA'1iNG ` C ;:Ft'�RTHt Sul (*0,00"EMENTS �' ISSUEDACCORDING.TO APt?R©VED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVCCATI�t VIOI ATtON OF APPLICABLEail PRl3V1SiCt,NS OF LAW, r IMOS 01A*i"f 86 ATLANTIC BEACH BUILDING EPARTMENT co �Qi It 8 ay: ,�`` BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC 9EACH ATLANTIC Is"CN./10610.aaaea APPLICATION FOR MECHANICAL- PERMIT 6A«IN NUMifER IMPORTANT--Applicant to complete all items in sections 1, {1,.111, and IV, 1• 1 17 T.T]y.BIiTnE T)RIUE LOCATION 9staat Addreso: -------- OF IRlar►saliag Sirsets 6I t,on ATLANTIC BLVD And SF:MTNoi,F. Rn AD BUILDING s06461164 LQT# 104 SELVA LINKSIDE If. IDENTIFICATION—To be completed by all applicants I.co6udors6oa of peer6it gwan for doiaq Ike wool as described in the sbcvo statement vis%&,#by eq 4e to jwfc— te;d.o•, e:::•�4':e witY the stlathpd plant end speeilkittions which off pari horeol and Ia oceord46ce wire tee C;ly of.14cbo—We o.d;+41Ce4 •-s of goaJ IN*,6ce listed thoaia. Ce rtsi«(P44f) 1 MANDARIN HEATTNG & AI U00*11ori CACA12623 Name of hCENTEX HOMES epAy own.. S/gnatwe ei Owase Sigastwo.f M lwK'"nod Agent Mchibsl N 6091644/ Ill. QJNE AL INFORMATION A.jtT!of Leafing frdt �• is OTNga CONSTRUCTION SgING OONg ON !r bMc THIS OUILOING OR 11119 T V1+'qf !�❑ Gas—❑ V Q Netval ❑ Coattail Wilily if Tg5. Glyt NUTAGER 0►CONSTRUCTION r ) ❑ Oi PERMIT 1 n 9 5 Z ❑ 00Nv —Specify IV.MiCHANICAI W11h/1NT TO 8£INSTAUAD 66"' TUR£OF WORK (t6n:Ja caraplale Lid of conpwab er back of this(ates) 66 Residential of 11 Commercial (� Hest (] Space ❑ Recosaw ' ' G.tnl O now ❑ New Building --Air Coaddieaingi I7 Room Q Gatnl ❑ Existing Building BOARD & X 1 11& 1 11 ❑ ft w.'emill of existing system �'Oect Syd.wt McMia1 �e7�.�....—. whist via capacity 1200 a141. ❑ Now Installation(No system previously inslantai ❑ Rele:getH oe ❑ Extension or add-on to existing system ❑ Olhef—specify ❑ Cooliaq lower: Capacity 94^ ❑ Rn spriaklwu Number of bots— ❑ Eiwssor ❑ U04NN ❑ Eau60er tettteherf THIS WAC6 WR OFFICE USA ONLY ❑ Gasoiho p Miss (aumbot) (Raealved) a T°011_ laatr►buI Raaerks ❑ LPGr tamest-an (wrabu) ❑ lleReel pnwen votes 13 Forosit Approved bT ata ❑ CAW—Spayify fanait lee_. „ j LIST ALL EQUIPMENT �f AIR CONDtT10NING AND REFRIGERATION tQUI MEW Capac! / Numb"Vans Doaerlptloa I[o0ot Number Haaut"turer ('YbllajY A S-CY t ! 2 U b 00 HEATING I FURNACES,BOILERS,FIREFLACRS Capaef Ihmbar avane na.cttF 3""Numer bUaAutaeturor (ITM7 ASyt AHU TWV036 TRANE 36 , UUU-5KW0 6a s TAMES `` — V'l+" NOW I►LaaY NmdceaNaattstaaocturtc� Serial AFrovingit yT=Ltv No. J1{cncT q1 _ —1 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION) FOR ELECTRICAL. IrtlrIt/1A1T TO THE CHIEF ELECTRICAL INSPECTOR: DATE: ., IMPORTANT NOTICE: , IN CON91DERATION 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. Cc-gR K CsE i 55rnA►�i 1� ELECTRICAL FIRM: r* MASTS E CI N SIGNATURE JURNEYMAN NAME,..,C��X _H 1 ._ADDRESS:_� l.i 1� ► RFD BOX 8LDO.SIZE LOT �04 BETWEEN: RES:(M APT.( ) COMM.( ) PUBLIC,( ) INDUS.1 ) NEW AXI OLD ( I REW. ( I ADDITION( ) TRAILER ( I TEMP.1 1 SIGNS ( ) SO. FT. SERVICE: NEW( ) INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ALUM. ` � C OR BRE KER AMPS PH a W NOVO AY EXIST.SERV.SIZE AMPS PH • W VOLTi RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 3 1.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVCR APPLIANCES f I I BELL TRANSF. AIR N.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS M.P. VOLTAGE PNS NO. il.?. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. 1 NO. INA i.I I NO. IKVA NO.NEON TRANSF. NO. VA. MA. I MOTOR SIZE I SWITCH FLASHER EACH SIGN FORWARDED . S rorA� �� S 11149 6f.pART �Etjt OF SU1 016 CI&V CSF ATLANTIC gEACH �'�TO --- - OCATIOS ".`` .... �LORIDA 32233` 'I" I "CJ' 4 gdd� »TLA".SIC $ A M-------- Permit N ► r 'LUI�t0 , IIISItIE' permit TTP RNa� 0 L .,. class °t ;ovk* WOOD ' LI> iI> ~ trCcr . SIit �) ` ulc Pr6posed use 5 c d t Dw 3lin i ,i 0 tim cted v 1u�« 0 .0— 04 Tct4l F � $67 .00, 14On .. > $57 .cep I"L0 0cl tilk 41APAC, to 00 .00 low t7, � S 5$ ; k .00 On ~= � .i 00 10611d Is. "IMFA ' ,. scxA .c�>�I Ari'...>� kx Notts: NOME AND FOO' G5 t 11t!$T PE i E INSK `i EFt?RE POURING E 4PERMIT tlO1D SIX MONTHS AFTER DATE Qt=1SSUE BUILDING�gTERIAL,;RUM- AMp pEBRiS FROM THIS WORK MUST MUT BE PLACED 1N,i�U8C1�SPACE.AND MUS BE UILDI ED.U�'AND,HAUL i AY Sy Er[MEH CONTRACTOR flR fl�IVNER � �N UL EN OM FAILURE ' W T VM THE ,' ECTQ REV Si tl D AGCARDING TO APPROVED PL ANS # >*PART©P ► Aix ; Vt ?i,ATiON OF AP 'LiCAEAM 71, tS1C}hiS OF i ATLANTIC BEACH SU09PARTMENTI'l .. 1, ,.7,77'', CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address IrIF- )-cNc< Date —9 Heated Square Footage @ $ per sq ft = $_�© JOS Garage/Shed �rr�(d $ per sq ft = $� , Carport/Porch l b @ S / � per sq ft = $ �a Deck U @ $ per sq ft = $ Patio � sf� @ $ �� per sq ft = $ &00 TOTAL VALUATION : $ 9,?� C�'I Total Valuation 1st $ -5Q 0c Remaining Value $y. per thousand or portion thereof TOTAL BUILDING FEE $ �iS6 - + 1/2 Filing Fee $�� v ( �) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE WATER IMPACT FEE $ 4/.30,O SEWER IMPACT FEE $__La GL 00 WATER METER/TAP $ S" CAPITAL IMPROVEMENTS 3 2 SIO© SEWER TAP S (f6Y ? RADON (HRS) .0050 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $+ r a Q61(�) SURCHARGE . 0050 OTHER $ GRAND TOTAL DUE $ 4 O - U ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: a i...ice .. .. r _ •- - � •ROP£RTY � CITY OF _•_ _- ' QBSCRIPTION � , Nom,,11 �y... .oi I LJ�"1' Block ♦ Section I /+ c� .. � J 716 OCEAN BOULEVARD - -----•- -------- -�-- . i,� �r ! P.O.BOX 25 ATLANTIC BEACH.i'LOMA 32233 � i7 TELEPHONE 0b04120-2j% iubdiviolon:_ c�(lE- ��V ' �_�.y`s2.1 �...--- !!1 ( It� Zoning 'street ?lame �7 _ DESCRIPTION OF WORK sr Address:- �C _1_L1 1X-5 , It in a FLOOD HAZARD Flood Zone,___I__,.,_ -area complete page 3. Brief �- Descriptions S fe-1_Qh'11�v- E_ - Class of Works 'I (Nen/Remodel/Addition)- -___-__ TONING INFORMATION Type of Constructions_U of i 3i-, :Oning Proposed tietrictsk>, UsesEstimated Vilue a_J ? Q :xceptions or Materialss -------- oriencen Granted% Solid or __---_-- ------ Filled Ground s_ Qi_A ,_�_Root s F���►ng11S OWNER INFORMATION J Method of Hosting LLtS_/y ------r Property Ovner s f . L`I- Phone s Hailing -� Address-,J.LAA-a,aV. )Lb,. \nn' Zips 3a Lo------- CONTRACTOR INFORMATION Contractors_1e� Q0., __ ��4. _--_-,r--------- Phonesx2-&--y16 _z___ Mailing Addresssj/2.�.Q.[n.. Md.)S�iQ17L �'..- '_---- �- Expiration ------ License Numbers----- �{-- .-Q-�a- ----------------- Dates- - 9r ------- I NCRCoY CCRTIFY THAT I NAT! REAO AND CXANINCD T0129 APPLICATION AND XNOM TUC SAMC TO 4C TRUC AND CORRCCT. ALL 1•ROYI610#11 OF TUU LAMS AND OROiNANCCS OOVCRNINO TNIS TY/C O/ PORK WILL RC CONFLICO WITH* wunuCS NPCCIFICD NiRCIM OR NOT. TMC GRANTING OF A PCRNIT DOCS NOT rftC5URC TO OIVC AUTNORITY TO VIOLATC OR CANCCL TUC PROVISIONS Or ANY FEDERAL. STATC OR LOCAL RULES. I,COULATIONS. OIIOIMAWAM ON LAMS iM ANT MANNER. INC,,UOIMO TUC OOVCRNIMo 01 CONSTRUCTION OR THE ,' PCILFORNA$= Of CONlTRUCTION 0I TUC PROlCcT. ! UNDtRNTAND THAT vise IS3UAMtC OI TMTS PERMIT TS 'Y {�y?•�;,.« CONTINoCNT upon TUC ANOVC INFORMATION &CIRO TRUC AMO CORRCCT AND TNAT TUC PLANS ANO SUPpORTTRG DATA MAVC BECN OR SMALL- 89 P*OVXDCD RE *CO. Owner Signature __ _ _ _______Det•_ F 14 1 -- -- - � �f- Date- contractor S1 Nature --- -- ---- ------------ I!4 CITY OF 4&4#dk BCaCA- "t// Office of Building Official REQUEST FOR INSPECTION Date f Ppunit No. Timef I A,% Received- Add P.M. Jo d ess gcality Owner's Name Contractor ' ,---8-6ILtlI1NG CONCRETE ELECTRICAL PLUMBING MECHANICAL ung Footing _ Rough Wiring Re Roofing Stab _ Temp Pole Top Out _ Heating Insulation Lintel f=inal Sewer C Fire Place Pre Fab READY FOR INSPECTION on. Tues. Wed, Thurs, Friday P s- 1 _ t 001 / X% Inspection Made PM, Inspector Fiseci0 of Occupancy t Date CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT _4�' - I- JOB LOCATION: o q L, ( OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR AND ADDRESS: 041, D 14_�k r,\r, L 4),;� TELEPHONE NUMBER: J ' ' !2 1;).- nq(4h � V STATE LICENSE NO: i - 1919 4 , TYPE OF BUILDING: TYPE OF WORK: HOW MANY O THE FOLLOWING F RES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS _ WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER ,tel W TOTAL FIXTURE COUNT: La s $3.50 + $15.00 = $ ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITIWOF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 r asp aeaa �t " I� DEPARTMENT 4F bUILDING 1095%CD I06tI0lll CITY OF ATTIC BEACH iow :46 PERMIT INFORMATION --_---_-- LOCATION :INFORMATION Permit Number: 10957Address ; 1617 I,INkSIDE DRIV (Permit Tyra : BUILDlaw , ATLANTIC ,' EACH, FLORIDA 132233 O sof Work*' NEW .__ _ . . - LEGAL OESCAIPTION -- ----- � r: T ; WOOD FRAME' x ; 144 ` Block eta �r 1�sed tpt+:, SINOLE FAMILy T wns h i � Y FINN: T se ; nqs : I Cade. Ct u ctiviasl.ran; SI�L�? � INY�SIDE i rr 3.00 Ixil .B�3 rc�v, Cost:, -' to l Fees: $20,40- 48 � Y A�ouxt 9280. + /30/95 wor ,De ZW HOME PER PLANS :: HSI '1647 >x� . :w B TION APPLICA 2ON EE --_-- Fia� ` '� SAE, PERMIT $699.D0� Add, INT I3RIVE SOUTH WATER, IMP�iCT' FIDE Ib430,4I4 O PLORII?A 3 � a IMPAC i EE 0 .OQW-411- T EADON�,OA N R.S. 7 .83- ------- x es N N; ETI�iT CAPITAI, IMPROVE. $32I}_ r LAK ILLS, PL 32216CROSS CONNECTION35.I} L�c " ' CRCEI -34 Type: ' 54 SEG H T PACT; F9Z O. 30 { CONiT.aURCHAiGE B 42 +P+Wxkpuw.m✓:rrn, &, 94✓ azxuxvrssyp 'ek h W XP.1N'� $0 NOTE , � r�iC2 �. "k1 t t Y M ` .77 NOTICE=ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING x PERMIT VOID SIX MONTHS AFTER DATE OF IBSl1E w� B MATERIAL,13UBlISH AND DEBRIS ROM THIS 1tVORk MUST NOT SE,PIACIf IN I~?4lII:L 'ACE a�I+ID N1t1Sl BE , C UP AND HAULED AWAY BY EltHER CONTRACTOR OR OWNER ISE D C�M�"I.Y'W TH THE ME HANK'S 'L�� 1"LA � .S ST IN TH .' PERT 0 �71 T OR 10 ?, #x t As-U CCORDING TO APP#�OVE61PLANS WHICH ARE PART OF THIS PERMIT AND���EC1'T",REVOCATION FOR V 4l APPLICABLE f R01�ItItVS OF LAW. 91 k` IIf?)III . .1' • ATtANT EACH BUIL Nt3 D 4 S 8v k f ± e TRANSMITTAL DOCUMENT FOR JEA DATE: /. _ 9- 9 ) - The following permits have passed "rough" inspection: Permit No. Address 1617 gs, ,asC,sosex,oazrX ,b�cac �p� xs�x �c�p�dc. Please update your records accordingly. thank o LDIN CLERK CITY OF ATLANTIC BEACH /vcb 7'e-c- /J j4jC�I_T�Y_OF 4 s "- !.?�1 zA- fi/'LKi(l 7 Office of Building Official 1 {` REQUEST FOR INSPECTIO 13 Time Date r Permit N F 5 13 p7 Time fl.M. Received P Job ress Owner's Na Conttrrractor ILDIN CONCRETE LECTRIGAAL UMBIIG ' CHANIG L. Framing Footing 0 Rough firing Rough C] Air Cond Re Roofing L Slab 0 Temp Pole 0 Top Out Heating Insulation D Lintel O Final E, Sewer Fire Place E' Pre Fab READY FOR INSPECTION IZZ Mon. Tues. Wed. Thurs. Friday P.M. C' A.M. `� . Inspection Made P.M. Inspector Final Inspection❑ Certificate of Occupancy Date f FLOODPLAIN DEVELOPMENT INFORMATION A Type of Developments �______________ Flood Zones � , ----- Required Lowest Floor Elevations_ If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB RAS 8R&N POURED, certifying that the LOWEST FLOOR ELEVATZOU is equal to or above the base flood elevation established for that zone. No Sinal inspection will be wade and no certificate of occupancy vill be issued until the survey is on Mile with the Building Department. COMMENTS% Applicant Acknowledgeeents I understand that the issuance of this permit is contlnVent upon the . above inforantlon being correct and that the plans and supporting data have been or shall be provided an required. I agree to comply with all applicable provisions of Ordinance No. 23-7-11 and all other laws or ordinances affecting the proposed development. Date----__„___„__Applicant•s Signature-------------------------- -------------------------------------------.---------- Department Use R, iquired L.ovent, Floor Elevation _ r,___________ An Built L.ovest Floor Elevation _________________ Survey Filed with Building Department ----------------- -----mss Building Department Reprcrsentativa page 3 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee . FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE _SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) / 2— WATER CLOSET C TWATER 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) _LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) SPOT, SCULLERY SINK (4) _DISHWASHER (2) WASH SINK EACH SET OF (2) KITCHEN SINK (2) +!DENTAL LAVATORY (1) a l�KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) - BIDET ( ) _ URINAL STALL, WASHOUT (4) —4— FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY / ICE MAKER (1/2) SHOP (2) LAVATORY, SURGEONS (2) SURGEONS SINK (3) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS �` $20.00 EACH = Lf ®b JOB INFORMATION �Cp / //I�GCS(QE y� .w V1 NAN C IA%.PR1N1ING Qa~ 'Rutice of Commencement (►Rt►ARL IN OU►LICAT[) To whom'it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property -------------------- ------- �/_7---- -'�--_ �-1- '�---L'r-:..------------------------------------------------------ According to plat thereof recorded in plat book 41 '2 pages k,�--eS, of the current public records of Duval County Florida General description of improvements -------------------------_.______________________________-_________-_. Construction of Single Family Residence with Garage on concrete slab Centex Real Estate Corporation Owner ---------------------------------------------------------------------------------------------------- 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 Address ------------------------------------------------------------------------------------------------- Fee Simple Owner's interest in site of the improvement ----------------------------------------------------___________. Fee Simple Title holder (if other than owner)• _____________________________________________________________. Name ----------------------------------------------------.,.------------------------------------------------ Address ------------------------------------------------------------------------------------------------- sbme as owner Contractor ------------------------------------------------•------------------------------------------------ Address -------------------------------------------------------------------------------------------------- Surety (if any) -------------------------------------------------------------------------------------------- Ad&ess -----------------------------------------------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvements. Name ----------------------------------------------------------------------------------------------------- Address ----------------------------------------- ------------------------ ------------------------------ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name _Metropolitan-Title_&_Gua�'gnjty-_f-Q L---------------------------------------------• 6620 Southpoint Dr Suite 400 Jacksonville , Florida 32216 Address ------------------------------------------------------------------------------------------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notica as provided in Section 713.08 [2] [b], Florida Statutes. (Fill in at Owner's option), Name ------------------------------------------•--------------------------------------------------------- Address --------------------•------------ --------------------Address ------------=----------------------------------------- --------------------- --------------- THIS SPACE FOR RECORDER'S USE ONLY Kbert Lloyd OKNER Sworn to and subscribed before me this )(10yA day Of by Albert Lloyd F who is personally known to me. Notary Public - state of Florida • ;Y:'>yy: CAROL HART FLOW s ' ' MY COMMISSION 0 CC403222 EXPIRES .'• '� t,upust 25,1998 UuNUEU THRU TROY FAIN INSURANCE,INC. d V Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 104 SL 2 BUILDER: CENTEX AND ADDRESS: 1617 LINKSIDE DR PERMITTING 1CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1 . New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq. ft. ) 5. 1647 .00 6. Predominant eave overhang ( ft. ) 6. 1.00 7 . Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 170.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 .00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11.00, 197 .00sgft 11.Ceiling type area and insulation: a. Under attic ( Insulation R-value) lla.R=30.00 , 1658.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97 .42 a. Total As-Built points 19a. 28939.75 b. Total Base points 19b. 29706.04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: �BQ, compliance in accordance with Section DATE: /O 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: (��j�P4 BUILDING OFFICIAL: \` DATE:- p-.;�A -41 DATE: 0 _. - ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97.4 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0. 90 I ----X---------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address:�f�aU ���1-i�� •(� �.S Signature: (26�,� J( , Date: City/ZiPL__ [11 ��t��2 3a2� to Florida M rgy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 104 SL 2 BUILDER: CENTEX AND ADDRESS: 1617 LINKSIDE DR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 2I_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4. 5. Conditioned floor area (sq.ft. ) 5. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1 .00 7. Porch overhang length (ft. ) 7 . 0 .00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 170.00sgft b. Tint, film or solar screen 8b. O. Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) lOa-2 R=11.00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11 .00, 197 .00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30 .00 , 1658.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97.42 a. Total As-Built points 19a. 28939.75 b. Total Base points 19b. 29706. 04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: � �_ cJ compliance in accordance with Section DATE: /U aG-9t 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: /V-1(,•y DATE: 7T�- - Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 104 SL 2 BUILDER: CENTEX AND ADDRESS: 1617 LINKSIDE DR PERMITTING 1CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 2I_1 31_1 OWNER: CENTEX PERMIT N0. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1 .00 7 . Porch overhang length (ft. ) 7 . 0. 00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 170.00sgft b. Tint, film or solar screen 8b. O. Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11 .00, 197 .00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30 .00 , 1658.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6 .00 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97 .42 a. Total As-Built points 19a. 28939.75 b. Total Base points 19b. 29706.04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: �QjtB-Q compliance in accordance with Section DATE: /0_a4 f 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: �• DATE: /U c, g DATE: /0- "2 _ g SUMMER CALCULATIONS ******************************************************************************* BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 92 . 00 65 .8 6053.6 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 20 .0 38 .3 .94 720.0 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 18.0 38.3 .94 648.0 S 24 .00 65 .8 1579.2 DBL CLR S 24 .0 66.2 .91 1445.8 W 54 .00 65.8 3553.2 DBL CLR W 15 .0 79.7 .95 1135.7 DBL CLR W 15. 0 79.7 .95 1135.7 DBL CLR W 12 .0 79.7 .95 908.6 DBL CLR W 12 .0 79.7 .95 908.6 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1, 647 .00 170.00 1.453 11, 186.00 16,255.89 1 8,846.60 -------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995. 0 .9 895.5 Ext Wood Frame 11.0 995.0 1.70 1691.5 Adj 197 .0 .7 137 .9 Adj Wood Frame 11 .0 197 .0 .70 137.9 DOORS---------------- Ext 21.0 6. 1 128. 1 Ext Insulated 21.0 4 . 10 86. 1 Adj 18. 8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1 CEILINGS------------- UA 1507 .0 . 6 904 .2 Under Attic 30.0 1493.0 .60 895.8 Under Attic 30 .0 165 .0 .60 99.0 FLOORS--------------- Slb 169.0 -37 .0 -6253.0 Slab-on-Grade .0 169.0 -41.20 -6962.8 INFILTRATION--------- 1647 .0 8.0 13176.0 Practice #2 1647 .0 8.00 13176.0 TOTAL SUMMER POINTS 25,289.71 18,015.22 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 25,289.71 .37 9, 357 . 19 1 18,015.22 1 .00 1. 100 . 340 .860 5,794 .42 ******************************************************************************* WINTER CALCULATIONS BASE ___ ( __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 92 .00 -10 .6 -975.2 DBL CLR N 18.0 7 . 3 1.09 143.2 DBL CLR N 18 .0 7 .3 1.09 143.2 DBL CLR N 20.0 7 . 3 1.09 159. 1 DBL CLR N 18.0 7 .3 1.09 143.2 DBL CLR N 18.0 7 . 3 1.09 143.2 S 24 . 00 -10.6 -254 .4 DBL CLR S 24 .0 -28.4 .96 -654 .3 W 54 .00 -10 .6 -572 .4 DBL CLR W 15.0 -9.2 .85 -117 .3 DBL CLR W 15.0 -9.2 .85 -117.3 DBL CLR W 12 .0 -9.2 .85 -93.8 DBL CLR W 12 .0 -9 .2 .85 -93.8 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1, 647 . 00 170 .00 1.453 -1,802 .00 -2,618.73 -344 .57 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 2 .2 2189.0 Ext Wood Frame 11.0 995.0 3.70 3681.5 Adj 197 .0 3.6 709 .2 Adj Wood Frame 11 .0 197 .0 3 .60 709.2 DOORS---------------- Ext 21.0 12 . 3 258.3 Ext Insulated 21.0 8.40 176.4 Adj 18 . 8 11 .5 216.2 Adj Wood 18 .8 11.50 216.2 CEILINGS------------- UA 1507 .0 1 .2 1808.4 Under Attic 30.0 1493.0 1.20 1791.6 Under Attic 30 .0 165.0 1.20 198.0 FLOORS--------------- Slb 169.0 8 .9 1504 . 1 Slab-on-Grade .0 169.0 18 .80 3177 .2 INFILTRATION--------- 1647 .0 7 .4 12187 . 8 Practice #2 1647 .0 7 .40 12187 .8 TOTAL WINTER POINTS 16,254 .27 21,793.33 TOTAL x SYSTEM = HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 16,254 .27 .55 8,939.85 1 21,793.33 1.00 1. 100 .500 1.000 11,986.33 ******************************************************************************* WATER HEATING ******************************************************************************* BASE ___ __= AS-BUILT NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409.00 40 .90 1.000 3719.7 1.00 11, 159.00 ******************************************************************************* SUMMARY ******************************************************************************* BASE __= I =_= AS-BUILT COOLING HEATING HOT WATER TOTAL ( COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 9357 .2 8939. 8 11409.0 29,706.04 5794.4 11986. 3 11159.0 28,939.75 ***************** * EPI = 97 .42 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97 .4 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX------------------ I HEATING SYSTEM. . . . . . . . . . . . . . 6. 8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6. 8 IX-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 I ----X---------------- 1 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0.80 SolarEF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: (&a0,,SU�.`�oy S ignature: 62tavp, Date: 5/U d6� S City/Zip("�fRC (S�w Florida E ergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME : 104 SL 2 ADDRESS : 1617 LINKSIDE DR CITY :ATLANTIC BEACH OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1647 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 . 3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 23620.60 STRUCTURE SENSIBLE 11671.22 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 15851.22 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1181.03 DUCT GAIN 1885. 12 TOTAL LOSS/BTUH 24801 .63 TOTAL SENSIBLE 20736.34 TOTAL LATENT 12557 . 11 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4960.33 20% SENS.OVRSZE FTR: 4147 .27 ACTUAL + 20% OVERSIZE: 29761.96 ISENS. + 20% OVERSIZE: 24883.61 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 12 .00 348.00 552 .00 West Double Clr Drapes/Blinds 1 12 .00 348.00 552 .00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 20.00 580.00 320.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00 Infiltration : Winter Htm ( 28.5 ) x 170.00 4845.00 Infiltration : Summer Htm ( 6.92 ) x 170.00 1176.4.00 --------- --------- --------- Window Frame : Metal SUBTOTALS: 170.00 9775.00 5732.40 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 995.00 3582 .00 2487 .50 Wood Stud - Adj . 11 197 .00 709.20 334.90 --------- --------- --------- SUBTOTALS: 1192 .00 4291 .20 2822.40 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21.00 371.70 109.20 Solid Core/Wood - Adj . 0 18.80 417 .36 78.96 Infiltration :Winter Htm( 28.5 ) x 39.80 1134 .3 Infiltration :Summer Htm( 6.92 ) x 39.80 275.42 --------- --------- --------- SUBTOTALS: 39.80 1923.36 463.58 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1493.00 1940.90 2388.80 Under Attic 30 165.00 214 .50 264.00 SUBTOTALS: 1658.00 2155.40 2652.80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 169.00 Lin.Ft. 5475.60 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 23620.60 18851.22 ------------------------------------------------------------------------------- • o S14; Ta �P�gtS • q A gu� in and °nen , I I m W � 1 y O R � � a zo" cis'► sn X JOB A-'�6b NOL ' ES LUMBER PL : 3 LA t„ DES1cH� CHK BY TRUSS CO. _ ��LJ52'9 6550 ROOSEVELT BLv0. JACKSONVRiL. il. 322M -- PHONC 904) 772-6100 FAX (904) 772-1973 T V ]gt 2 r H�I. N O� 1•(�� H ^y n Oa ✓�06 i v N N� J PLATE HEIGHT & ROOF PLAN o NOT TO SCALE SHEET 1 F 2 it )o (4-3611) T T HIP 7 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD 2x4 SP 02 N UPLIFT (LB): 950 940 WEBS 2x4 SP 03 BAG LOC (FT): 0.00 20.71 TRUSTS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)•Gravity (-)-Uplift ----------- --------------------------------------------------- mmm UPLIFT Nxx I NNW HANGER NxN( )) MT912 1000i(Jacks Only) ( HUS26 + 33150 -15500(16d Sply) MTS12 -20000(2 Each) I HHUS48 + 42990 -16600(10d 2ply) MTT288 -3786#(2 Each)))) 110d) HMUS48 + 51600 -20000 16d 2ply))) MST608 -4688#(PerB2ply)6tl)1 HGUS48 + 8000# -26500(760d 2pIy) CS150 -1650#(Each) I HGUS5.5• +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 21 ' �. --7 ..�� 7 _—�-- 7' T 4X8 4 8 I m = 1.5X3 1.5X3 O 6 � m 4X5(A2) 4X5(A2) LEI > _+e 3X5 3X7 3X4 21 ' _1 21 . I 2 7' 7' ---+— 7 --� R=2105# W=3"8 5780 5780 R=2105# W=3"8 TAY - Ti gE0: 68524 PL . TYP.-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - i REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CAPE 12/01/94 TC LL 30 .0 0 PSF REF _ N IMPORTANT NX SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-21 BY TPI. SEE THIS DESIGN �1, S ���� TC OL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OStBB BV TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` vwe ALPINE CONNECTORS ARE MADE OF YOGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 1O O PSF ORWG Ape GR B EXCEPT A9 NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - B(,' LL 0 0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130. 150 S ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING.--SEE STATE OF _ TOT.LD. 47.0 PSF 0/A LEN. 21-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPN. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON TNIS OR TWO APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS i' F, 0 AID V'Q P= OUR.FAC. 1 .33 IN ONLY. AND :L NOT BE NELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ---TPI •TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIE LCAT TON_FOR LSPACING SEE ABOVE TYPE h 1 p S NOOD_CONS _T ''��N NN NN„� I 4— T T HIP 9 THIS DWQ. PREPARED FROM_COMPUTERJNPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 570 570 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF. TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift ----------------------------- NNN UPLIFT NNxMNM HANGER NxN H5 - -455#(jacks Only) HUS26 - + 2751# -12860(10tl 1ply) MTS12 - -1000# I HUS26 - + 3315# -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 + 42990 -16600(10d 2ply) MTT288 - -37860(2 Each) (10d1) HMUS48 - + 51800 -2000#(((164 2ply)) MST60 - -4688#(Per 2ply16tl1 HGUS48 - + 80001 2650#(f6 2ply) CS150 16500 Each) { HGUS5.5- +11335# -3945# --- -ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9' ----►�- 3' 4x 4X (R) T m 1.5X3 1.5X3 0 6 C7 I � j I 3X4 (A 1) 3X4 (A 1) 7n X - 8 21 ' �--2' 21 ' --�- 2' R=114O# W=3"8 R=1140# W=3"8 TA?. 2 SEG: 68526 P T. TTYP.-A PIN DESIGN CRIT-TPI OTY 1 TOTAL - 1 REV, 17.2m SCALE -0.2500 �1ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT K RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY aRAC ING. SEE NIB-91 BY TPI. SEE THIS DESIGN eINEV�05.q`. " TC DL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - 01, _ ALPINE CONNECTORS ARE NAGE OF MA GALV. STEEL MEETING ASTM OUtREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG A446 SR 5 EXCEPT AS NOTED, APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGK POSITION LV ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - BC LL 0 •0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 t 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE = T0T.LD. 47 .O PSF O/A LEN. 21—O—O CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ` OUR.FAC. 1 .33 IN ONLY, ANO SMALL NOT 6E RELIED UPON IN ANF OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR..--P T T T NAT N F T F T N I,, , SPACING 24.0" TYPE h ipS (4-3611) T T ATTIC THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED 13Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATEO. BOT CHORD 2x6 SP 12 N UPLIFT (LB): 670 670 WEBS 2x4 SP 03 BRG.LOC FT : 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING (1997 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1+)-Gravity (-)-Uplift --------------------------------------------------------------- SPECIAL LOADS NNN UPLIFT NNN I *NN HANGER NOW -------------------------------------------------- H5 - -455#(JackB Only) I HUS26 - + 2751# -f286/(10d 1plyl TC - From 74 PLF at -2.13 to 74 PLF at 23.13 MTS12 - -10000 1 HUS26 - + 33150 -15500(164 ]ply SC - From 20 PLF at 0.00 to 20 PLF at 5.67 MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) BC - From 100 PLF at 5.67 to 100 PLF at 15.33 MTT288 - -3786#(2 Each) (10d) HHUS48 - + StSOI -2000#116d 2plyl BC - From 20 PLF at 15.33 to 20 PLF at 21.00 MTT288 - -4455#(2 Each) (16d) HGUS48 - + 6640# -2199/(100 2plY MST60 - -4688#(Per 2ply) ! HGUS48 - + 80000 -2650/(160 2ply CS150 - -1650#(Each) I HGUS5.5- +113351 -3945#I16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 106" �� - - - 10,61, _I 4X5(R) m 1.5X3 1.5X3 6v Ln 3X5(A i) 3X5(A 1) 8 3X6 4X7 3X6 21-' J 1`2• 21 , I 2H R=1526# W=3"8 R=1527# W=3"8 ': TA g - TR? SEO' 68528 IPL .TY P.-ALPINE DESIGN CRIT-TPI OTY 4 TOTAL 4 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. /� TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF e *IMPORT AN TIS(*SALL NOT BE RESPONSIBLE FOR ANr ARNING IN HANDLING. ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE NI9-91 ay TPI. SEE THIS DESIGN 1 �iTC DL 7 .0 PSF DATE 12/01/94 FAILURE TO WILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , �ALPINE CONNECTORS ARE MADE OF MA QALY. STEEL 1EETING ASTM OUIRENENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF ORWG A446 ON B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOW SMALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHHD<ID N BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 0 1SOA-F. DESIGN STANDARDS WTTHH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF TOT.LD. 47.0 PSF 0/A LEN. 21-0-0 C@6ORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE ('7/1/911 FOR PROPER SEAL ON tM15 ORAMIiD APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q RI°"Q v, DUR.FAC. 1 .33 IN p4lY, AND SMALL NOT K RELIED UPON IN ANY 07HER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. 1•NEE� N--v . t N r A F r F CONSTRUCTION �''N„ ,,,H.`` SPACING 24.0" TYPE comp Job: 4- T T4LITEATTIC THIS N PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP 02 N UPLIFT (LB): 680 520 WEBS 2x4 SP 03 BRG.LOC lFT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD WIND SPEED - 100.00 MPH. MEAN HEIGHT - 0:00 FT. RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- SPECIAL LOADS WWB UPLIFT WWM I WNW HANGER WWW -------------------------------------------------- H5 -455/(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply TC - From 74 PLF at -2.13 to 74 PLF at 21.00 MTS12 - -1000# 1 HUS26 - + 3315• -15500(16d 1ply BC - From 20 PLF at 0.00 to 20 PLF at 5.67 MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) BC - From 100 PLF at 5.67 to 100 PLF at 15.33 MTT288 37860(2 Each) 00d11 HHUS48 - + 51800 -2000# 16d 2ply � SC - From 20 PLF at 15.33 to 20 PLF at 21.00 MTT288 - -4455#1(2 Each) Moll HGUS48 + 6640# -2199# fOd 2ply MST60 - -46881 Per 2ply) HGUS48 - + 8000# -26500 16d 201y CS150 1650#(Each) I HGUS5.5- +11335# -3945# 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10'6" �• 10'6" 4X5(R) 1.5X3 1.5X3 6 v to 3X5(Ai) X5 (Ai) 4X7 3X68 21 ' - J �_2. 21 ' I R=1536# W=3"8 R=1364# W=3"8 P�GG = 33 SEG: 68530 7• TYP.-ALPINE DESIGN CRIT-TPI OTY 4 TOTAL - 4 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12101194 TC LL 30 .0 PSF REF (� *I MPGR T AN T W X SHALL NOT BE AESM41BLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGNus TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB 9Y TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE IE - , - ALPINE CONNECTORS AM MADE OF 200A GALV. STEEL MEETING ASTM OUIRENTS. UNLESS OTHERWISE INDICATED. TOP - - 8C DL 10 •0 PSF DRWG O A445 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CNRDNWI SHALL BE LATERALLY BRACED MIT"PROPER - 5606 GN _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 0 PSF R A G W BC LL 0 CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ TOT.LO. 47.0 PSF 0/A LEN. 21-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS O TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER O1, p•� SEAL ON THIS DRAWING APPLIES i0 THE COMPONENT DEPICTED WERE DRYWALL APPLICATION. FURNISH A LOPY OF TH13 w F O RI Q•` DUR,FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IM ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ` I W--IP T T NAT F T F CONSTRUCTION SPACING 24.0" TYPE Comn Job: (4-361g) T TLITEATTIC SR THIS OWG._PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS SUBMITTU By TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP 02 N UPLIFT (LB�: 20. 670 510 WEBS 2x4 SP #3 SAG LOC (FTI: 0.00 46 UPLIFT BASEDON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) ----------------------------------------^---------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --(+)_Gravity 1-)=Uplift --------^-------- --------------------------------- SPECIAL LOADS *N* UPLIFT N** I NNW HANGER N** -------------------------------------------------- H5 - -4550(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) TC - From 74 PLF at -2.13 to 74 PLF at 20.71 MTSi2 - -1000# 1 HUS26 - + 33150 -1550#116d iply) BC - From 20 PLF at 0.00 to 20 PLF at 5.67 MTS12 - -20000(2 Each) i HHUS48 + 42990 -1660000d 2ply) BC - From 100 PLF at 5.67 to 100 PLF at 15.33 MTT286 - -3786#(2 Each) (10d) HHUS48 = + 51800 -2000#`16d 201y) SC - From 20 PLF at 15.33 to 20 PLF at 21.00 MTT288 - -4455#(2 Each) (160)1 HGUS48 + 66400 -2199#00d 2ply) MST60 - -46880 Per 2ply) HGUS48 - + 8000# -2650#1160 2ply) C5150 - -1650# Each) HGUS5.57 +11335# -3945/1164 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4X5(R) m 1.5X3 1.5X3 sp LO 3X5 (A1) 3X5 (A S) 5�15S 4X X 20'8"8 R=15200 W=3"8 R=1353# W=3" i ` TAY T35 SEG: 68624 P T. TYP.-ALPINE DESIGN CRIT=TPI GTY 1 TOTAL - 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 T C LL 30 .0 PSF REF X I MPORT AN T I(*SHALL NOT DE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HID-91 BY TPI, SEE THIS DESIGN us" i� TC DL 7 .0 PSF DATE 12/01/94 {L \\U1�`1V1►,v\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBa 9Y TPI- FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 209A DALY. STEEL MEETING A51M OUIREMENTS. UNLESS OTHERWISE INDICATED. TDP BC DL 10 .0 PSF DRWG A446 GR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 0 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED 01010 CEILING -- SEE STATE of _ T 0 T.L D. 47 .0 PSF D/A LEN. 20-8-8 CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER LO RI0 SEAL ON TN IS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q ` DUR.FAC. 1 .33 M ONLY, AND MALI NOT BE RELIED WON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTpT. '•'i� INEER`'.�� SPACING 24•0" comn T t T NAT A DN F AT F TM-""N �'NN� I����`' TYPE JO (A-3612) T T6 37*0TRAY HIP THS w . PREPARED FROM COMPUTER IN T (LOADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. HOT CHORD 2x4 SP 02 N UPLIFT (LB): 600 770 480 WEBS 2x4 SP 03 BRG.LOC FT): 0.00 20.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+)-Gravity (-i-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING WNW UPLIFT xxM I NNW HANGER WMN INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -4550(JaCk5 Only) I HUS26 - + 27510 -12860(10d 1ply) MTS12 - -10000 1 MUS26 - + 33150 -15500(16d 1ply) MTS12 - -2000!{(2 Each) )I HHUS48 - + 42990 -16600{(IOd 2ply) MTT20B - -44550(2 EaCh1 (16d)l HGUUS48 - + 66404 -21990(100 2ply) NST60 - -4650f(EeCh)ply) I HGUS48 - + 80000 -26500(16d 2ply ( HGUS5.5- +113350 -39450(16d 3ply --------------------------------------------------------------- REFERENCE HOL14ES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS --10'8" 17'8" -+- 8'8" -� 5X5 X X5 [2:"l m 6 p1.5X3 oD X5(A 1) 3X5(Ai) X 4 3X7 5X4 I-- —20'8" -,- 16'4" _I I �N 37' N I R-113218 W=3"8 R=1709; W=3"8 R=9421 W=3"8 TAY T11 SED: 68620 , PLT. TU.-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL 1 REV, 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIPE EXTREME CAPE 12/01/94 TC LL 30.0 PSF REF t *IMPORTANT**_SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN �T'' " T� TC DL 7 •0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` -ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 8C OL 10.0 PSF DRWG A446 CR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W 8C LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 9 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.L D. 47 .0 PSF O/A LEN. 37-0-0 CONFORM"/APPLICABLE PROVISIONS OF NOS D TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 0 RIOT, P 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 SMALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTIWI.CONTRACTOR. ,�� �+ h-P T T NAT A f AT F NST T ��T ..' ,,` SPACING 24'0" TYPE spec )0 4— T T7 37'0 TRAY HIP THIS WG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS)_ Y TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 560 800 440 WEBS 2x4 SP 03 BRG.LOC (FTI: 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ----------------- --------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+)-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MNM UPLIFT WWW I WWW HANGER WWW INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -4550(Jacks Only) I HUS26 - + 2751# -1286f(JOd 1ply) MTS12 - -1000f I MUS26 - * 3315# -1550#116d 1ply) MTS12 - -20001(2 Each) I MHUS48 - + 4299# -16601 10d 2ply) MTT289 r -3786#(2 Each) (1001 HHUS48 - + 51801 -20001 16d 2ply) MTT28B - -44551(2 Each) 06o) HGUS48 - + 6640# -21990 10d 2ply MST60 - -4688f(Per 2ply) HGUS48 - + 80000 -26501((16tl 2ply CS150 - -1650#(Each) HGUS5.5- *11335# -3945f(16tl 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS — 12'8" -1 -- 13'B" -�• 10'8" -� 5X5 3X4 I 5X3X6 m 3X4 1 .5X3 6v to X5(A 1) 3X5 (At) X4 -49 T�e. X X4 20' 11"8 -� - 16'0"8 -� R=1080# W=3"8 R=1843# W=3" R=861# W=3"B TA? = T22 SEO: 68622 PLT Ty -ALPINE DESIGN CRIT=TPI OTY i TOTAL i REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANTNX SMALL NOT BE RESPONSIBLE FDRANY ARNING INHANDLING, ERECTION AHDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �``' ' �'��� TC DL 7 .0 PSF GATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v -ALPINE COM£CTORS ARE MADE OF 208A 9ALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - 8C OL 10.0 PSF DRWG A4*6 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF LTNORO SHALL BE LATERALLY BRACED MIT"PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W 8C LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of T O T.L O. 47.O PSF DSA L E N. 37-0-0 CONFORM./APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 0 p10� 7 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED VETE DRYWALL APPLICATtOM. FURNISH A COPY OF THIS Q�� OUR.FAC. 1 .3 3 IN ONLY, ANO SNAIL NOT BE RELIED UPON IN ANY OTHER MAT. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE ��` W--TP -T 4T T T T NATIONAL SPECIFICATION F T T ,,''�I, ,,,,I SPACING 2 4.0" TYPE s p e c )o (4-3611) T T8 37*0TRAY HIP THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT LB): 540 830 420 WEBS 2x4 SP 03 BRG.LOC FTI: 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) Sd NAILS B 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REOUIREMENTS (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NNN UPLIFT Nxx ) NNN HANGER NNN H5 - -455#(JaCkS Only) 1 HUS26 - + 2751# -12860(fOd Wly) CONTRACTORS WARNING: MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000l2 Each I HHUS48 - + 4299# -1660#00d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -3786#12 Each (10d) HHUS48 - + 5180• -20001(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -4688#(Pera2plyj6d! HGUS48 - + 8000# -2650#00d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) ----------- ------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 14'8 -�- 9'8" — 12'8 5X61.5X3X6 T m 3X4 1.5X3 co 6 P;- (A) (A) X5 (A1) 9. 3X5(A I) 3X5 � T =i 3 . X 5 3X4 4 �---- 20' 118 16'08 - 37'37' R=11062# W=3"8 R=1884# W=3 R=838# W=3"8 TA? Tgg4 SEO: 68601 PL7. TY .-ALPINE DESIGN CRIT-TPI OTY i TOTAL 1 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES AEOUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN - T C DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MAS WUNLESSOF 20GA GALY. STEEL MEETING ASTM tREMENtS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG A416 CR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 USS - TRAND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 L JBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ TOT.LD. 47 .0 PSF 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C O RIO P: SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �' �. Q � OUR.FAC. 1 . 33 IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ' � INEE�',•`� SPACING 24.0" TYPE spec 0--TPI - T NAi A SPECIFICATION f CONSTRUCTION NNr HHHH�� 4 T T TRAY HIP 14'8 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (LB): 520 870 390 ` WEBS 2x4 SP /3 SRG. .71 UPLIFTCBASED ON 10.00 PSF7TOTA6 OEAO LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) IX4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) 8d NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING•AT 24' D.C. ----------------------)-Gravity (-)----------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NNM UPLIFT MNM MMM HANGER NMN H5 - -4551(JackB Only) HUS25 - + 27510 -12860(10d 1ply) CONTRACTORS WARNING: MTS12 - -10001 i HUS26 - + 3315! -15501((160 )ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20001((2 Each33)MTT2B8 -37B6012 EachJ`l I10d)1 HHUS48 - + 42991 -16600110d 2AT ply INSTALLATION TO THAT SRT�S IS ERECTED PROPERLY. MTT280 - 46881(Pera2D]Y)6tl)I HGUS48 - + 80001 2650# 10d 2ply) CS150 - -1650/(Each) I HGUS5.5- +113351 -39451116d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 5 1.5X3 3X4 T'1 <3X �A 1.5X3 1.5X �A) 6 p X5(A 1) 3X5(A i) X =3 3X5 3k4 3X4 3X4 �--- 20' 11"8 16'0"8 �N 37' N� R=1061# W=3"8 R=18871 W=3" R=B36# W=3"8 TAY = T55 SEO: 68603 PL . TYP ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - i REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIPE EXTREME CARE - 12/01/94 TC LL 30 .0 0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND t1 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HID-91 BY TPI. SEE THIS DESIGN e� .vr�9" TC DL 7 .O PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFOIIANCE WITH 03766 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING IEALPINE CONNECTORS APE MADE OF 200A 6ALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 •0 PSF DRWG AAA6 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED MIT"PROPER - TRUSS ANO UNLESS OTHERWISE LOCATED PR THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LO. 47.0 PSF OSA LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/911 FOR PROPER9EAL OM TN19 OiIAM[NO APPLIES TO TIE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURN1511 A COPY OF THIS ` DUR. AC. 1 33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRIM ERECTION CONTRACTOR. �NAT T F T T '•�„ „HHr SPACING 24.0" ITYPFspec i } (4-3611) T T10 37*0TRAY HIP THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED Y TRUSS MFR, j TOP CHORD 2x4 SP :2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP :2 N UPLIFT (Lel: 490 910 360 WEBS 2x4 SP :3 BRG.LOC (F T1: 0.00 20.71 36.71 UPLIFT BASED ON fO.00 PSF TOTAL DEAD LOAD! WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4 -T- BRACE. SAME GRADE AS WEB MEMBER, ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) Bd NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------W-Gravity----- (-)-U---ft MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WNN UPLIFT NNN I WNW HANGER NNN H5 - -455#blacks Only) I MUS26 - + 275!1 -12B6#tlOd Sply) CONTRACTORS WARNING: MTS12 -10000 1 HUS26 - + 3315/ -1550#116d 1ply)) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS NTS12 -2000:(2 Each HHUS48 - + 4299: -1660: fOd 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 -3786: 2 Eac"I 00d1� HHUS4B + 5180: -2000: f6d 2ply� INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 -44550 2 Each (160 HGUS48 + 66400 -2199#(10d 2ply MST60 - -4688: Per 2ply) HGUS48 - + 8000: -2650#116d 2p}y CS150 -1650#(Each) HGUS5.5- +113350 -3945#06d 3ply REFERENCE HOL14ES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5X5 (R) 3X4 X4 m 3X5 X5 m A 1.5X3 M 1.5X3 (A) 6� X5(A 1) 3X5(A i) X4 L_�8 --,- 1 3X5 5X4 2X4 20' 11"8 -T-JX7 1610"8 --� m N - 18'8" -►�- -�---- 16'0"8 N 37' R=1045# W-3"8 A-1941# W=3" R=798# W=3"8 PLG T 6 SED: 68608 T.TY .-ALPINE DESIGN CRIT-TPI OTY - i TOTAL 1 REV. 17.2m SCALE -0.1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (�2 *I MP ORT AN T**SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. D1 ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN �I,'""'��� TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` �uS ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG \\U\\ A446 an a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER I z $606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD ABC LL 47.0 0.0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - TOT,LD. 47.0 PSF D/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF IAS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/S/911 FOR PROPER OgIOT' P- 9EAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q'� OUR.FAC. 1 .33 EN ONLY, AND SMALL NOT BE REI,tEO)IPO! IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. � INEEp`',�` 0--TPI - INSTITUTE, NA F T F T T SPACING 24.0" ITYPE Sp@C 1 (4-3511) T Tit 37-0TRAY MM N THIS DN PREPARED FROM COMPUTER INPUT LOADS 6-DIMENSIONS UBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFTL81: 500 910 360 I WEBS 2x4 SP 03 BRG.LOC FT): 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) ONLY. DO NOT USE WITH PLASTER CEILING. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH (+)=Gravity (-)-Uplift Bd NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. NNW UPLIFT NNN I NNN HANGER WNW H5 - -455#(Jacks Only) I HUS26 - + 27511 -1286#00d 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. NTS12 -1000# Each) 1 HUS26 + 3315# -1550t116d fplyl) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 -2000f(2 MTT288 -3786#(2 Each (10d MMS48 + 5f 00 -2000#06d 2990 -1660# 10d ply) CONTRACTORS WARNING: MTT288 -44551(2 Each) (160I HGUS48 + 66400 -2199#(10d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MST60 -4688i(Per 2ply) 1 HGUS48 = + 80000 -2650# f6d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED OWING CS150 - -1650# Each) ( HGUS5.5- +113350 -3945#116d 3ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. --------------------- ---------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- 19'6" 17'6" 5X5 1.5X3 1.5X3 3X4 m 3X5 (A) 3X5 0 1 1.5X3 .5X3 6 C7 X5(A1) 9' 3X5(A 1) 3X4 � =Ir 3 X X 3X �--- —20' 10"4 16' 1"12 ----� J (_N 37' R=(1063# W=3"8 R=1881# W=3"8 R=839# W=3"8 PLTAY T18 SED: 68547 T. TY .-ALPINE DESIGN CRIT=TPI OTY - i TOTAL i REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIiE EXTREME CARE 12/01/94 T C LL 30 .0 PSF REF *IMPORT ANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN ��T,'VS"�T•���• TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE ?WAS IN CONFORMANCE WITH OST6B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING iE - t,� - O\\\\V_ ALPINE CONNECTORS ARE MADE OF 2064 GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OEStGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDN - BC LL A 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. ISO B ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - ATE OF - TOT.LD. 47 . PSF 0/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/]/91) FOR PROPERORSO'QSEµON 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 ANr OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ME ` ­TPI T NAT A F AT f I T N •�„ ,,,,��` SPACING 24.0" TYPE spec (A-361 T T 13-3-8 TRAY H PM 7 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 OIMENSIONS1 SUBMITTE BY TRUSS MFR. TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. iJ SOT CHORD 2x4 SP /2 N UPLIFT (LB): 590 610 WEBS 2x4 SP /3 BRG.LOC lFT1: 0.00 13.04 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . /1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT ENO. ENCLOSED OR FULLY OPEN BUILDING (1991 SOC1 JACKS HAVE NO WEBS. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------.------------------------- ANN UPLIFT NMN I NNN HANGER OWN H5 - -455/(JBCkS Only) I HUS26 - + 2751/ -12860((10d !ply MTS12 - -1000/ 1 HUS26 - + 33151 -1550/116d !ply, MTS12 - -2000/ 2 Each I HHUS48 - + 4299/ -16601!!!100 2ply MTT288 - -3786/ 2 Each (10d)l HHUS48 - + 5180/ -2000/ 169 2ply MTT288 - -4455/(2 Each (160) NGUS48 - + 6640/ -2199/ 1 2ply MST60 - -4688/(Per 2ply) NGUS48 - + 8000/ -2650/ 160 2ply CS150 - -1650/(Each) ) HGUS5.5- +113351 -3945/ 16tl 3. . REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �• 13'3"8 7' 6'3 8 4X5(R) 3X5 1.5(3 TT 3X4 m m o o - '" 6 C7- Cu m 9' 3X7 33 2X7(A 1) 1• X13 5X5 - —`---t-t-1- �--- 2' --�►---4-3-8 9' ' — �l 13'3"8 7 6'3"8 R=1255 ' W=3"8 578# R=1422# W=3" PL TA DESIGN CRIT-TPI OTY 1 TOTAL - 1 REV. 17.2m SCALE6=03750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUTRE EXTREME CARE 12101194 T C LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND n !\ DEVIATION FROM!THIS OESION OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN `1l,Uri" TC OL 7.0 PSF DATE 12/01/94 ^ \\UwVVlly\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING IE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG AAA!GR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 - TAM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SMEATMING. 80TTOM CHOPO N 8C LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 G 150A F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF rTO T.L D. 4 7 .0 PSFLEA LEN. 1 3-3-8 COIfONN M/APP!/CABLE PROYlSIONS Of AOS t TPI. AN ENGINEER'S ALPINE TECNI[CAl UPDATE !7/1!911 FOR PROPER P PSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS LD RIO Q1IN ONLY, AND SHALL NOT BE IELIEO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �% FR.FAC. 1 .33 --TP •T AT T T T NAT NA s F AT T T titINEOV5.` ACING SEE ABOVE pec (4-3611) T T TRAY HIP 7 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) U M TT Y TRUSS MFR. TOP CHORD 2x4 SP f2 N :T2 2x4 SP #1 W. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. •T3 2x4 SP #i Dense: UPLIFT (LB): 430 910 860 BOT CHORD 2x4 SP #2 N BRG.LOC (FT): 0.00 13.04 36.71 WEBS 2x4 SP 03 :WB 2x4 SP'02 W. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BEARING BLOCKS: NAIL TYPE: 0.13lx3.0J+ails --------------------------------------------------------------- BRG X-LOC (BLOCKS LENGTH/BLK NAILS/BLK TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 1 13.042' 1 14' 11 (+)-Gravity (-)-Uplift NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. --------------------------------------------------------------- BEARING BLOCK TO BE SAME SPECIES. SIZE C GRADE AS CHORD. xXM UPLIFT *WM "NN HANGER NNM H5 -4550(Jacks Only) I HUS26 - + 2751# -1286f(10d 1ply) (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH MT912 - -WOO# I HUS26 - + 33150 -1550#(16d 1ply1 8d NAILS 9 V O.C. BRACING MATERIAL TO BE SUPPLIED BY MTS12 -20001 2 Each I HHUS48 - + 4299# -1660#(10d 2plyl) ERECTION CONTRACTOR. NTT288 - -37861 2 Each 10d HHUS48 - + 51801 -2000#(16d 2p1y MTT288 - -4455012 Each t6tl HGUS48 - + 66400 -2199#((10d 2ply A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MST60 - -46881 Per 2ply) �� HGUS48 - + 80000 -2650#06d 2ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CS150 - -1650#(Each) HGUS5.5- +!13350 -3945# 16d 3ply111))) ------------- --- CONTRACTORS WARNING: REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. SPECIAL LOADS -------------------------------------------------- TC - From 74 PLF at -2.13 to 74 PLF at 13.33 TC - From 161 PLF at 13.33 to 161 PLF at 30.00 TC - From 74 PLF at 30.00 t0 74 PLF at 39.13 BC - From 20 PLF at 0.00 to 20 PLF at 13.33 BC - From 45 PLF at 13.33 to 45 PLF at 30.00 BC - From 20 PLF at 30.00 to 20 PLF at 37.00 BC - 579 LB Concentrated Load at 30.00 �--- 37' -) 15X3 7, 5X6 4XioT2 3X6 4X4T3 5X7 F41 9 6G7 3X4 W6 1.5X3 4'10.3 4X5 W) 9, j 3X5(A 1) i X4 4 X1 4X 54 X4 i �g a f3X5 �--- 13'4" — 23 8" 32 8 8 .1 37• J 30' 7' ---, R=210# W=3"8 R=3938) W=3"8 R=2080# W=3"8 TAY T220 SED: 68555 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY - i TOTAL - i REV. 17.2m SCALE -0. 1018 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FORANY ARNING INHANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN X �� TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN COWDR14ANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PEfM1ANENT BRACING RE - 'ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIRENENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 •0 PSF DRWG A446 CR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED MIT"PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LV ATTACHED PLYMOOO SHEATHING, BOTTOM CROW W BC LL 0 .0 pSF RAG CONNECTORS PER DRAMINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ TOT.L D. 4 7 .O PSF 0/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER L 0 R10� P ` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS i� F Q OUR.FAC. 1 • 3 3 IN ONLY. Aro s:L NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ?NEER`',` .--TP - T T T AT A F T FCONSTRUCTION ��''NH, ,,, SPACING 24.0" ITYPE spec Job: 4— T T14 37'0 TRAY HIP 9 THIS DWG. PREPARED FROM COMPUTER_INPUT (LOADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR TOP CHORD 2x4 SP i2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP f2 N UPLIFT (LB): 410 800 650 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS 1 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)"Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *** UPLIFT x** I *** HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455/(Jacks Only) I HUS26 - + 2751/ -12861(10d 1p y) MTS12 - -10000 1 HUS26 - + 33151 -15501(16d 1ply) CONTRACTORS WARNING: MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16601(10d 2ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT28B - -37860(2 Each) (10d)I HHUS48 - + 51801 -20001(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT2B8 - -44551(2 EaCh) (16d)I HGUS48 - + 66400 -2199#00d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 46880(Per 2ply) 1 HGUS48 - + 80001 -26500(16d 2ply) CS150 16500(Each) I HGUS5.5- +113351 -39451 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17' ---- 5X5 X4 X5 I m 3X4 A) 1.5X3 0 6P X5 (A 1)Lo 9, =Ir3 X5(A 1) 3X4 3M5 3X X 3X7 a 3 5X5 13'4" 23'8" -� 32'8 8 37' -( R-442# W-3"8 R=2245; W-3"8 R=1097;1 W=3"8 GG 22 SED: 68557 PL7. PL TY DESIGN CRIT-TPI OTY - 1 TOTAL - i REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/2 ,/94 9 T C LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANS ARMING IN HANDLING. ERE[tION ANoDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIDM OR ANY BRACING. SEE NIS-B1 B7 TPI. SEE THIS DESIGN �T��'us i� TC DL 7.0 PSF GATE 12/29/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE RITN OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v -ALPINE CONNECTORS ARE MADE OF 20CA QALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC OL 10•0 PSF DRWG ARAB OR B EXCEPT AS NOTED. APPY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED"ITN PROPER - 5606 - BC LL 0 0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M CONNECTORS PER DRAWINGS 130. 150 G JBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF TOT.LD. 47.0 PSF 0/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF NDS 9 TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER IO Rl�' P - SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUIWil9H A COPY OF TH1S Q'� DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. -TPI - TRUSS PATE INSTITUTE, NOS " 1991 NATIONAL DESIGN SPECIFICATION FOR NOW CONSIPUCtION ''��NirNNN.N..,` SPACING 24.0" TYPE SPEC i 4- T T TRAY HIP It THIS WG _PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS1M TT Y TRUSS MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 390 840 640 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 -T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. NNN UPLIFT RRN i NNN HANGER N111t MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4550(Jacks Only) I HUS26 - + 2751! -12860(SOd 1ply) NTS12 - -10000 HUS26 - + 33150 -15500(16d 1ply) CONTRACTORS WARNING: MTS12 - -20000(2 Each) HHUS48 - + 42990 -1660#00d 2ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT288 - -37860(2 Each) (100) HHUS48 - + 51800 -20000(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -44550(2 Each) (164)1 HGUS48 - + 66400 -21990(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -46880(Per 2ply) 1 HGUS48 - + 80000 -26500(16d 2ply) CS150 - -16500(Each) I HGUS5.5- +113350 -39450(164 3ply) --------- -------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13' 13' — —11 ' - -{ T 5X7 1,5X3 6 m 43X4 (A) (A) 1.5X3 6 4 r/- to X5(A 1) 3 X5(A i) ISM i_ 3X6 3X4 -� —3 5X5 13'4" 23'8" -� �•N 4'3M8 " N 32'8 8 • 37' -I R=482# W-3"8 R=2165,# W=3"8 R=1136# W=3"8 PAGG T222 SED: 68559 7 . TY .-ALPINE DESIGN CRIT-TPI QTY - i TOTAL i REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCT& INC. TRUSSES REOUIRE EXTREME CARE 1 2 9 9 q T C LL 30.0 PSF REF I MPORT ANT W k:SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND ^ '\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIO-91 BY TPI. SEE THIS DESIGN do TC OL 7 •O PSF DATE 12/29/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCENIt"OSTMBYTP1. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ - ALPINE CONNECTOR ARE MADE OF QOGA MY. STEEL MEETING ASTM OUIREMENTB. UNLESS OTHERWISE INDICATED. TOP - BC OL 1O •O PSF DRWG A440 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOfID SMALL BE LATERALLY BRACED WITH PROPER -TRUSS AND UNLESS OTHERWISE LOCATED OM MIS OESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD8C LL Q 0 PSF RAG CO HECTORS PER DRAWINGS M. 150 B ISOA-F. DESIGN STANDARDS MITM PROPERLY ATTACHED RIGID CEILING --SEE _ TOT.LD. 47 •0 PSF O/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE P/1/911 FOR PROPERSEAL ON THIS ORAWINO APPLIES TO THE COMPONENT DEPICTED MERE OHWWALIAPPLICAitG". FURNISH A COPY OF MISQ OUR.FAC. 1 •33 INY ANRNOT BE RELIED/POM tN ANY OTTER MAY. OE9ISM TO THE TRUSS ERECTIONCONTRACTOR, o ■--tPI - TRUSS PLATE INSTITUTE. MOS- 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRICTION SPACING 24.0" TYPE SPEC Job: 4 T Z T16 37*0TRAY HIP 13 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS)_SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 390 840 630 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- Bd NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS ERECTION CONTRACTOR, (0-Gravity (-)-Uplift ----- ----------- -------;-- ------ ------ - --- ------ --- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. 1111-UPLIFT-81111 i RR1R-HANGER-MNM--------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455/(Jacks Only) I HUS26 - + 2751! -12860(100 1ply) MTS12 - -10000 1 HUS26 - + 3315! -1550►(16d 1ply) CONTRACTORS WARNING: MTS12 - -20000(2 Each) I HHUS48 - + 4299/ -16600(IOd 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -3786/(2 Each) (1001 HHUS48 - + 51800 -20000(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -44550(2 Each) (16d)I HGUS48 - + 6640# -21990 (10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(164 2ply) CS150 - -1650i(Each) I HGUS5.5- +11335/ -3945/(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 15' 9' - -t- 13' — --I 5X5 X5 m 3X4 X4 s 6v 1.5X3 X5(A!) 3X5 (A1) -�--�9 =3 i X �3 5X12 13'4" 23'8" -� � N 4'3"8-� 32'8"8 37' -I R=419# W-3"8 R=2281# W-3"8 R=10841 W=3"8 TAG T23 SEO: 68561 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - i TOTAL- - i REV, 17.2m SCALE -0, 1667 ALPINE ENGINEERED .PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/29/94 TC LL 30 .0 PSF REF t XIMPORTANTX*SHALL NOT BE RESPONSIBLE FOR ANr ARNING INHANDLING. ERECTION ANoDEVIATION FROM THIS DESIGN OR THESE SPECIFICAi1OM OR AMY BRACING. SEE MID-S1 BY TPI. SEE THIS DESIGN d" m TC OL 7•0 PSF DATE 12/29/94 FAILURE TO BUILD TIE TRUSS IN CONFORMANCE WITH DSTe6 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MApE OF 20GA CALV, STEEL MEETING ASTM OUIREMENTI. IPtES!OTNE1111ISE IMIICATEO, TOP - BC OL 1O •0 PSF DRWG A446 OR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD$HAIL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 S 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE T OT.LO. 47 .0 PSF O/A LEN. 37-0-0 COKO N M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER SEAL ON THIS ORAWIN6 APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ;' OUR.FAC. 1 .3 3 IN ONLY, ANO SHALL NOT 6E RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE 38179!ERECTION CONTRACTOR. •• SPACING 24.O" SPEC o--TPI - TRUSS PLATE INSTITUTE. NOS" 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ''N MIIN•YY' TYPE i 4— T T17 TRAY HIP 15 THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS S MEN IONS SU M TTED 13Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 390 830 630 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- Bd NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity H-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. NOW UPLIFT NOW 1 NNN HANGER NNN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 455#(Jack5 Only) I HUS26 - + 2751! -1286#(10d 1ply) MTS12 -1000# 1 HUS26 - + 3315# -1550#(16d iply) CONTRACTORS WARNING: MTS12 - -2000#(2 Each) I HHUS48 - + 429901 -1660#(10d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -3786#(2 Each) (1001 HHUS48 - + 5180# -2000f(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199#00d 2ply)) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688#(Per 2p1y) I HGUS48 - + 800001 -2650#(16d 2ply) CS150 1650f(Each) I HGUS5.5- +1133501 -39451106d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17' 01- 5' - -T- 15' - 5X6 (R) 5X5 3X5 m 3X5 A) X4 (A) CIO 1.5X3 6 p 3X X5(A i) 5(A A q Xi -T-�9 =3 a3 5X12 �- 13'4" 23'8" -� L 4'3"8 37' R=45011 W=3"8 R=2232; W=3"8 R=1101# W=3"8 TAY - T 4 SEG: 68563 PLT. TY .-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - 1 REV. 17.2m SCALE -0. 1667 (�2WA*IMPORTANT**SMALL NOT INC.NYINl15HAN REQUIRE EXTREME DARE 12/29/94 TC LL 30 .0 PSF REF RNING IN HANDLING. EJECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. ON ANY BRACING, SEE HIB-91 BY TPI. SEE THIS DESIGN 1� �"f��i� TC OL 7 .0 PSF DATE 12/29/94 n \\Uvwvll�\j FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v - ALPINE CONNECTORS ARE MADE OF 206A QALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF ORWG A446 GR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY OWED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 6 IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.L0. 47 .O PSF 0/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS Of NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS DRAWING HOLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O AIU' Q? DUR.FAC. 1 .33 I IN ONLY. ARID SNAIL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SPACING 24.0" SPEC M--TPI - TRUSS RATE INSTITUTE. NOS- 1921 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ��NI/RII�I� TYPE JOb: (4-3611) LOT T18 37-0TRAY HIP 17 THIS OWG. PREPARED FROM COMPUTER INPUT ADS G DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP 02 N UPLIFT (L8): 390 830 620 WEBS 2x4 SP 03 BRG.LOC FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. (8) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSEO.OR FULLY OPEN BUILDING (1991 SBC) 8d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS H)-Gravity (-)-Uplift (A) 2X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS 0 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY WNW UPLIFT XXN I MNM HANGER MMM ERECTION CONTRACTOR. H5455#(Jack6 Only) I HUS26 - + 27510 -1286#110d ly MTS12 - -1000/ 1 HUS26 - + 3315# -15500116d 1plply A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTS12 - -20000(2 Each) 1 HHUS48 - + 42990 -16600(100 2ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MT7288 - -3786012 Each) (100)1 HHUS48 - + 5180# -2000f(i6d 20ly MTT28B - -44550(2 Each) (16d) HGUS48 " + 66400 -2199] 10d 2ply CONTRACTORS WARNING: MST60 4688#(Per 2ply) { HGUS48 - + 80000 -26500((160 2ply)) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS CS150 - -1650#(Each) i HGUS5.5- +113350 -39450(16d 3ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING --------------------------'""""""'"'"'""""""""""""-""""""""""" INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17 I' 5X6 (5 1.5X3 X4 (B) m 3X5 A) X5 o (8) 1.5X3 3X4 Cn 6 p X5(A i) 3X5 tAi) i X X X4 3T�9 a 3 5X5 �-- 13-4- 23'8" 1 4.3"8 3288 �N 37' _I R=5231 W-3"8 R=21201 W=3"8 R=11411 W=3"8 TA? T225 SED: 68565 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY - i TOTAL i REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (�2 XIMPORTANT**SHALL NOT BE RESPONSIBLE FDR AN, ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-S1 BY TPI. SEE THIS DESIGN `T"11111�T�i� TC DL 7 .0 PSF DATE 12/01/94 W FAILURE TO ILD THE TRUSS 1N CONFORMANCE WITH 03766 By TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE ` �'US 0� ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, Too - BC DL 10.0 PSF DRWG A446 GR 6 EXCEPT AS NOTED. APPLY CONMECTORS TO EACH FACE OF CHOAO SHALL 6E LATERALLY BRACED WITH PROPER -- 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL OO PSF RAG CONNECTORS PER DRAWINGS 130, ISO G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ TOT.LD. 47.0 PSF 0/A LEN. 37-0-0 CONFORM ECHNICAL UPDATE R 11 SEAL ON THIS DRRAWIINNG APPLIES TO THEE PROVISIONS OF N COMPONENT DEPITPI. AN CTED HERE DRYWALLTAPPLICATION. FURNISH/AI COPY ROFRTHIS ' F LO AID Q?` DUR.FAC. 1 .33 IN ONLY. AND SMALL NOT aE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TAM ERECTION CONTRACTOR. 0--TPI • TRUSS PLATET i / NAT A F AT F T T '��'l 11 H1�"� SPACING 24.0" ITYPF spec 4- T Tig 37-0TRAY COMMON- THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 390 830 620 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO ENCLOSED OR FULLY OPEN BUILDING (1991 SOC) BE EQUALLY SPACED. ATTACH WITH (2) Sd NAILS. BRACING ------------------ -------------------------------------------- MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOR. N)-Gravity (-)-Uplift ------------------- ------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. NNx UPLIFT xxN I NN* HANGER xxN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 455/(Jacks Only) I HUS26 - + 2751/ -12860(10d 1ply) MTS12 - -1000/ 1 MUS26 - + 33151 -1550/116d 1plyl) CONTRACTORS WARNING: MTS12 -20000(2 Each) 10d)1 HHUS48 - + 42990 -16600((10d 2160 plyj ATISPEC FICILOCATIOONS. PARTICULAR D TO BEAR CARESUPPORT ISS ADVISEDIDURING LOADS MTT288 = -44551(2 Each)786012 Each) (16dil HGUS48 + 66400 -2199 10 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688f(Per 2ply) HGUS48 - + 80000 -26500((164 2ply) CS150 16500 Each) HGUS5.5- +113350 -39450 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS I 17'6" - -I 5X5 4X6 3X4 3X4 X5 (A) 3X5 O 1.5X3 (A) 1.5X3 6C;P- X5(AU 9. �3 X5 (A1) y_ 3 Wo X X TSB. -� a3 5X12 �------ 13'4" 23'8" �N 4'3.8 32,8,8 37' _I R=4561 W=3"8 R=222311 W=3"8 R=11051 W=3"8 68 PLT TTAYP .-ALPINE DESIGN CRIT-TPI OTY - 3 TOTAL - 3 REV. 17.2m SCALE6-0. 1667 ALPINE ENGINEERED PRODUCTS. INCTRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORT ANT'S(*94ALL MDT BE RESPONSIBLE FOR ANY* WARNING IN HANDLING. ERECTION AND ^ '\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HI9-91 BY TPI. SEE THIS DESIGN 61NEEVk""' ' ,I � TC OL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT GRACING RE - ALPINE COrx1ECTOHS APE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENiB. IMI.ESS OTHERWISE INDICATED. TOP - - BC OL 10 O PSF DRWG LU\\ A445 OR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHOW SHALL SE LATERALLY BRACED WITH PROPER TRUSS AND LPLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - BC LL 0 •0 PSF RAG CONNECTORS PEA DRAWINGS 130. 150 C 1SOA-F. DESIGN STANDARDS WIT"PROPERLY ATTACHED RIGID CEILING--SEE - = T OT.LD. 4 7 •0 PSF O/A LEN. 3 7-0-0 CONFORM W/APPI ICABLE PROVISIONS OF NOS t TPI, AN ENOtNEER'S ALPINE TECHNICAL UPDATE V/1/9f! FOR PROPER ?- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .33 IM ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. N� M-- T T T T AT F AT F T T SPACING 24.0" ITYPE spec (4-3611) T T H PM 7 THIS OWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LBI: 700 710 WEBS 2x4 SP /3 BAG.L .00 TRUSS DDESIGNED FOR 0100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT END. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) JACKSHAVE NO WEBS. --------------------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM --------------------------------------- ------- --------------- MMM UPLIFT MMM MMM HANGER MMM H5 455#(Jack5 Only) HUS26 + 2751/ 12860(104 1plyj MTS12 - -1000# i HUS26 + 33150 -15500(16d 1ply MTS12 - -20000(2 Each) HHUS48 - + 4299# -1660000d 2ply) MTT280 - -37860(2 Each 10d HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -44550(2 Each) 16tl HGUS48 - + 66400 -21991 10d 2ply 14ST60 4688#(Per 2ply) HGUS48 - + 8000# -2650# 16d 2ply CS150 - -1650#(Each) 1 HGUS5.5- +11335#_-394 16tl .ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 163" -� (`— 7 �� - -- 9-3- 4X '3-4X7 X T T m 1.5X3 m 0 0 6 p m ZZm 7 I 2XA i) A-3 9. X 4X 0 3X3 16'3" -� I---2• 16'3 7' 9.3„ _I R=i575# W=3"6 578# R=1707# W=3" PAT. TYPE-ALPINE DESIGN CRIT=TPI OTY i TOTAL i REV. 17.2m SCALE68013750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 3 0 .0 PSF REF )(*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND ^ '\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HI8-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 12/01/94 FAILURE TO BU1LO THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ALPINE CON4CTOPS ARE MADE OF 206A 6ALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL i 0 •0 PSF DRWG O A445 CR 8 EXCEPT A5 NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606- 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M - BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. ISO G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE STATE OF TOT.LD. 47.0 PSF O/A LEN. 16-3-0 CONFORM M/APPLICAOLE PROVISIONS OF NDS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER CORIO1, 7 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q � DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. I DESIGN TO THE TOMS ERECTION CONTRACTOR. INEt^' .—*--TPI TRUSS PLATET T T NAT A SPECIFICATION F T T -N,H ,,,HH�'�` SPACING SEE ABOVE ITYPE hipm 4- T T21 7'4 GABLE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS_& MENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.71 7.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+)-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NNN UPLIFT NNN i NNN HANGER NNx INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -4550(Jacks Only) 1 HUS26 - + 2751/ -1286#(10d 1ply) MTS12 - -1000/ 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -20000(2 WIT i HHUS48 - + 42990 -16600(100 2ply) MTT288 - -37860(2 Each) (fOd)j HHUS48 - + 51800 -20000(16d 2ply MTT288 - -4455012 Each)) (S6d) HGUS48 - + 66400 -21990(100 2ply MST60 - -46880(Per 2ply) HGUS48 - + 80000 -26500(160 2ply CS150 - -16500(Each) I HGUS5.5- +113350 -39450(16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 3'8" -,-�—3'B" -i T 4X4 v 6v 0 r., 2X4 (DI) �4 (D ) 10 1.—$r 4 X 6'7"8 ---7'4" R=376# W=3"8 R=313# W=3"B PATI. DESIGN CRIT-TPI OTY - 1 TOTAL - 1 REV. 17.2m SCALE6-0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIPE EXTREME CARE 12/01/94 T C LL 30 .0 PSF REF *IMPORTANT (*sNALL NOT DE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN �`,V$ F''i TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTea BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , - n 0 ALPINE CONNECTORS ARE WAGE OF 20GA 6AlV. STEEL MEETING ASTM DUIREMENi4. UNLESS OTHERWISE INOICATEO, TOP BC DL 10 .0 PSF ORWG O A4/6 OR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERHEATHING. BOTTOM CHORD M BC LL 0 .0 PSF R A G - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD S CONNECTORS PER DRAWINGS 130. 150 c 160A-F. DESIGN STANDARDS MIT"PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.L0. 47 .0 PSF 0/A LEN. 7-4-0 CONFORM*/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER (D RlOP SEAL ON THIS DRAWING APPLIES TO THE C014PONEMI DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q';' DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEp`',` 0--TPI AT T T T ON SPECIFICATION FOR WOOD CONSTRUCTION ISPACING 24.0" ITYPE Comn 0 b' 4— 1 T T22 7'4 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. BOT CHORD 2x4 SP /2 N UPLIFT (LB): 280 410 WEBS 2x4 SP 03 BRG.LOC (FTI:: 0.71 5.33 :Lt Wedge 2xA SP 13: UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (199] SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+)-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NWN UPLIFT NMN I VN11 HANGER NNW INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455/(Jacks Only) 1 HUS26 - + 27511 -12861(100 1ply) MTS12 -10001 1 HUS26 - + 33151 -15501(160 1ply) MTS12 -20001(2 Each ))fIf HHUS48 + 42991 -16601(100 2plyMTT ) MTT288 -44551(2 Each (160)1 HG S48 - + 66401 -00 2199#000 2p1y1) MST60 4688/(Per 2ply) HGUS48 + 80001 -26501(]60 2ply) CS150 -]650/(Each) I HGUS5.5- +113351 -39451(160 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS -- 3'8" —3'8" -) T 4X4 m cv 1.5X3 Cu 6 p3X7 2X4 (A 1) X4 (A S) 3 1. X �IO' 1.5X3 �-m--�--- 4' 11 �2H 7'4" •�• 2. R=390# W=3"8 R=605# W=3"8 PLG T37 SEG: 68630 T. TYP.—ALPINE DESIGN CAIT=TPI OTY 1 TOTAL = i REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 T C LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND ['1 I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN - ���SVg " TC DL 7 •0 PSF DATE 12/O1/94 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTSe aY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 11 1 ALPINE CONNECTORS ARE MADE OF"CA GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP. BC DL 10 •O PSF DRWG AUS GR B EXCEPT AS NOtEO. APPLY CONNECTORS TO EACH FACE OF CHORo SHALL aE LATERALLY BRACED WItH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL ,10•O PSF RAG CONNECTORS PER DRAWINGS 130. 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STTOT.LD. 47•0 PSF O/A LEN. 7-4-0 INEER'S ALPINE ECHNICAL TE 1 FOR SEAL O!1 THIS DRCONFORM RAWWING APPLIES�TOO THE COMPONENT DEPIC3 OF NOS C TPI. AN CTT'ED HERE DRYWALLTAPPLICATION.AFURNISH/A ICOPYY OFRTTHHEIS . � p: DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY 07MA WAY. DESIGN TO THE Tp114S ERECTION CONTRACTOR. a--TPI T 7 T NAT A N F ATIOM F013 WOOD COMTAVCTtON ,''�H HHH�H�H HH' ` SPACING 24.0" TYPE c o mn 1 (4-3611) T / J 7'0 END JACK THIS DWG. PREPARED FROM COMPUTER INPUT AOS & DIMENSIONS) SUBMITTED Y TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP 02 N UPLIFT (L81: 300 200 200 WEBS 2x4 SP 02 N BRG.LOC (FTI: 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.. 00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING 0 991 SBC) REACTION OF 212.01. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- MMM UPLIFT MMx I MMM HANGER NMW CONTRACTORS WARNING: HS 455#(Jacks Only) I HUS26 - + 2751# -1286000d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS NTS12 -1000# 1 HUS26 - + 3315/ -1550/(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NTS12 20000(2 Each) IHHUS48 + 42991 -1660#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B -37860(2 Each) (10d)I HHUS48 + 51804 -20000(16d 2ply) MTT28B -4455#(2 Each) 1116d) HGUS48 - + 66400 -219901100 2ply MST60 - -46881(Per 2ply) 1 HGUS48 - + 80000 -26500(160 2ply) CS150 -1650#(Each) I HGUS5.5- +11335# -39450(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=212# W=1"8 4126"4 m 0 6C;7,- m 2X4 (Ai) 4L'3 9' � 27' 1 R=5261 W-3"8 R=73# W=1"8 TAY = T4 SED: 6B517 PL7. TYP.-ALPINE DESIGN CRIT=TPI OTY 17 TOTAL 17 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES MEGUIHE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (�2 *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HtB-9I BY TPI. SEE THIS DESIGN _ �f-�1�It ��E�� TC OL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 09766 9Y TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE NENG 10- `ALPINE CONNECTOR!ARE MADE OF MGA GALV. STEEL MEETING AGIN OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL •0 PSF ORWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL SP LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130. 130 G I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.LO. 47.0 PSF O/A LEN. 7-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 11/1/911 FOR PROPER CO RIOp p SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q �� JOUR.FAC. 1 .33 IN ONLY. AND SHALL NOT flE REL REO UPON IN ANY OTHER WAY. DESIGN TO THE TMRSS ERECTION CONTRACTOR. INEE 0--Pt INSTITUTE. NAT A FICATION FOP WOOD CONSTRUCTION fit SPACING 24.0" TYPE ack J 4- T VO ENDJACK SL THIS OWG. PREPARED FROM COMPUTER INPUT AOS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 5.63 5.63 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.' WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SSC) REACTION OF 190.70. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS i A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------(+)-Gravity (-)-Uplift MUST 8E PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------- ' WWW UPLIFT WWx NMM HANGER WWN CONTRACTORS WARNING: H5 - -4550(Jacks Only) HUS26 - + 27510 -12860 too 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 1 HUS26 - + 33150 -1550t116d 16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 EaCh) I HHUS48 - + 42990 -16600 10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -37860(2 Each) (!Od)I HHUS48 - + 51800 -20000 2ply j MTT28B - -4455012 EaCh) (16d) HGUS48 - + 66400 -21990(too 2ply) MST60 - -46880(Per 2ply) I HGUS48 - + 80000 -26500 16d 2ply CS150 - -16500(Each)-------1 HGUS5_5_-+113350-_39450 16d 3ply) --------------------- ---------- ! REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS i R=191# W=1"8 �= 5'4" _I 12'6"4 i I 6 m o i*1 1.10.7 _L 9 5'78 1.5X3 R=264# W=3"8 R=74# W=1"8 P�T.aTV. ALPINE DESIGN CRIT-TPI QTY 2 TOTAL - 2 REV. 17.2m SCALE6-0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIiE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (�2 )()(IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND „% I , � \\\jVVT DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE NIB-91 BY TPI. SEE THIS DESIGN �`-�t US ���iTC OL 7.0 PSF DATE 12101194 RE FAILUTO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACINGNERE - ` v ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG A446 GP B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LAtERALLY GRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 0 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.LD. 47 .0 PSF 0/A LEN. 5-7-8 CONFORM W/APPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER ' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS . �. 0RI0'QP: OUR.FAC. 1 .33 AND IN ONLY. A9WALL NOT K RELIED UPON IN ANY OTHER MAY. 'DESIGN TO THE TRUSS ERECTION CONTRACTOR. , IIVEE"'It` W--TP . TINSTITUTE, NATIONAL SPECIFICATION F CONSTRUCTION 10H IM,N�` SPACING 24.0" TYPE jack (4-3511) T / J 3'3 END JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOA S 6 IMENSIONS UBMITTED BY TRUSS MFR, TOP.CHORO 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 230 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 3.00 UPLIFT BASED ON 10.00 PSF' TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift ------------------- ---------------------------------------- *m* UPLIFT xxx I xxx HANGER xxx H5 - -455#(JackS Only) I HUS26 - + 27510 -12860(10d iply) MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660# too 2ply MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#116d 2ply MTT288 - -44550(2 Each) (16d)I HGUS48 - + 6640# -2199# 100 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650# 16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 2x2 T 6p T 2 X 4 (A 1) n i 4"3 1.5X3 �-- 2' 3'3 R=3B9# W=3"B R=69# W=3" TAY T42 SED: 68522 PLt. TYP.-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE -0.5000 ALPINE ENGINEEPED PRODUCTS. INC.. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF _ )(IMPORTANT**SHALL NOT BE RESPONSIBLE FOP ANY ARN I NG TN HANOLING. ERECTION AND _ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPL SEE THIS DESIGN -e�A� TC DL 7 .0 PSF DATE 12/01/94 FAILURE 10 BUILD TIE TRUSS IN CONFORMANCE NiTH OSTBB BV TPR. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MAGE of 20GA GALY. STEEL MEETING ASTM OUIRENENTS. UNLESS OTHERWISE INotcAreo, TDP 8C DL 10 O PSF ORWG AbtB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPERTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 8C LL 0 •O PSF RAG CONNECTORS PER DRAWINGS 130. ISO t 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE _ TOT.LD. 47.O PSF 0/A LEN. 3-3—O COFOM N/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE U/1/911 FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � DUR.FAC. 1 .33 TN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. `' SPACING 24.0" ITYPEa C k a—TPI T I T T NATIONAL F F CONSTRUCTION �'R RI RIRR�`` (4-3611) T CORNER JACK- THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) -SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP :2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP :2 N UPLIFT (LB): 230 200 200 WEBS 2x4 SP 02 N 8RG.LOC FT : 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.. 00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 133.72. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------- ---------------------------------- WWW UPLIFT MMMWWW HANGER WWR I CONTRACTORS WARNING: H5 - -4550(Jacks Only) HUS26 - + 2751/ -1286:(Iod iply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000/ 1 HUS26 - + 3315: -15500(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) I HHUS48 - + 4299: -1660:(10d 2p1Y1 INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -4455f(2 Each) (f6a)( HG S48 - + 66404 -21990 16d 2ply) MST60 - -4688f(Per 2PIy) 1 HGUS48 - + 8000: -26500 163 2p1 y) CS150 - -1650#(Each) i HGUS5.5- +11335: -39451 16d 3p 1y) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=134# W-1"8 12'6"4 m 6 6p- - fV T 2X4 (A S) 4'3 10' _i 1-2t — 5' R=445# W=3"8 R=44# W=1"8 TAG -_T50 SEO' 68586 PLT. YP.-ALPINE DESIGN CRIT-TPI OTY - 8 TOTAL - 8 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30. 0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 9Y TPU. SEE THIS DESIGN - �T��US ����� TC DL 7 .0 PSF OA T E 12/01/94 FAILURE TO BUILD TIC TRUSS IN CONFORMANCE WITH GStBB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE - , ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10.0 PSF ORWG O ARAB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CNOW SHALL BE LATERALLY BRACED WITH PROPER - 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 .0 PSF RAG CONNECTOR PER DRAWINGS 130. 130 9 IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of TOT.L D. 47.0 PSF 0/A LEN. 5-0-0 CONFORM W/APPLICASLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/9/) FOR PROPER 0 q1D' P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED/ERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Qom` OUR.FAC. 1 .33 1N ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEa`'� W--TP . TRUSS PLATEINSTITUTE IGN SPECIFICATION FOR WOOD CONSTRUCTION ''����+ t����� SPACING 24.0" TYPE e C k (4-3611) TCORNER-JACK THIS WG. PREPARED FROM COMPUTER INPUT ADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP.CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP /2 N UPLIFT (LB): 220 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 37.26. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WWW UPLIFT WWW I WWW HANGER MMM CONTRACTORS WARNING: H5 - -455#(Jacks Only) I HUS26 - + 27519 -12861(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 - + 3315# -15501(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660/(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -37861(2 Each) (10d)I HHUS48 - + 51800 -2000#(16d 2ply) MTT288 -44551(2 Each) 16dHGUS48 = + 6640# -21991(10d 2ply) MST604688/(Per 2ply) i HGUS48 - + 80001 -2650/(16d 2ply) CS150 - -1650/(Each) i HGUS5.5- +113351 -3945/1160 3ply) ---------------------------------------------------"---------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 11'6"4 m 0 6 2X4 (A 1) �+ 4 3 10' �_2' ---�- 3 --� R=384# W=3"8 R=14# W=1"8 PLG T 1 SED: 68588 T. TY .-ALPINE DESIGN CRIT=TPI OTY - 8 TOTAL - 8 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CAPE 12/01/94 TC LL 30.0 PSF REF t IMPORTANT*X SHALLNOT BE RESPONSIBLE FDR ANr ARNING IN HANDLING. ERECTION AND [FAILURE EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 Br TPI. SEE THIS DESIGN _ ��1�u e���� TC DL 7•0 PSF DATE 12/01/94 TO BUILD T/E TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RELPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 .0 PSF DRWG 446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OtKRWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W 8C LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 G ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED M1GIO CEILING --SEE STATE OF TOT.L D. 47 .0 PSF 0/A LEN. 3-0-0 CONFORM W/APPLICABLE PROVISIONS OF AIDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER (0 RIO t• P` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. ,,4 Q �� OUR.FAC. 1 •3 3 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEP`' §--TPIAi i T T NATIONAL SPECIFICATION F T t N ��N��I���i��'`` SPACING 24.0" ITYPF )aCk 4- T R JACK TH S DWG. PREPARED FROM COMPUTERJNPUT JLOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N NNWARNINGNN AN UPLIFT REACTION OF -1501 OCCURED ON A BOT CHORD 2x4 SP 02 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 12 N ' PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED: UPLIFT (LB): 290 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC IFT): 0.00 1.25 1.25 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT • 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: 1+)-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NNW UPLIFT WNN I NNW HANGER NNN INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 -4550(Jacke Only) I HUS26 + 2751/ -12861 106 1ply) MTS12 -10001 1 HUS26 + 33151 -1550/ 166 1ply) MTS12 -20001(2 Each) I HHUS48 - + 42990 -16601(106 2ply MTT288 - -37861(2 Each) (1001 HMUS48 - + 51801 -20000(16d 2ply) MTT288 - -44551(2 Each) 0661 HGUS48 - + 66400 -2199! 106 2ply MST60 - -46880(Per 2ply) HGUS48 - + 80000 -26500 166 2ply CS150 16500 Each) i HGUS5.5- +113350 -39450 166 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 v9 7.12 2X4 (A 0 1111 4-3 �9' I 2 R=441;1 W-3"8 R=-15U-8®t"8=1"e PLTAY. T49 SED: 68582 T.TYP.-ALPINE DESIGN CRIT=TPI OTY - i TOTAL - i REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (�2 )(IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND — [FAILURE EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �`�,VS'r���i� - TC DL 7 .0 PSF DATE 12/01/94 ^ \\UVw`1I►v\ TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBa BY TPI. FOR ADDITIONAL SPECIAL PEF04ANENT BRACING tE `LPINE CONNECTORS ARE MADE OF 20r,A GALV. STEEL MEETING ASTM OUtREMENi4. UNLESS OTHERWISE InotuTEo. TDP - - BC DL 10.0 PSF DRWG O MWB GR 9 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 W - BC LL 0.0 PSF R A G CONNECTORS PER DRAWINGS 10. 150 C 16CA-F. DESIGN STANDAigS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE Of TOT.LD. 47.O PSF D/A LEN. 1-3-0 SEAL SOON THIS DRRM AWING CABLE�YAPPLIES OTOO NS THEN�COMPONENT DEPI9 TPI. AN CTED HERE DRYWALLTAPPLICATION. FURNISH ECHNICAL UPDATE /A i COPY ROFRTHIS - O RIDP Q p:` OUR.FAC. 1 .33 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. 'F INEE�, --TP .r AT T T T NAT A F AT F T T N �„ SPACING 24.0" TYPE ack 4- LOT CORNER JACK THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N *WWARNINGxW AN UPLIFT REACTION OF -228! OCCURED ON A BOT CHORD 2x4 SP !2 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 02 N ' PROVIDE UPLIfT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB : 270 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT]: 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15,00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+)-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS ---------------------------------------+-------_--------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING *** UPLIFT *** I WWW HANGER WW* INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -4550(Jacks Only) I HUS26 - + 27510 :1286# 10d 1ply) MTS12 - -1000f I HUS26 3315! 1550#1160 1ply) NTS12 - -2000! 2 Each) f HHUS4B - + 4299! -f 660! 100 2ply) MTT288 - -3786! 2 Each) (fOtl)I HHUS48 - + 5180! -2000! 16d 2ply) MTT288 - -44550(2 Each) (16d)) HGUS48 - + 6640! -2199!(104 2ply MST60 - -46881 Per 2ply) HGUS48 - + 80006 -2650!(164 2ply CSf50 - -16500 Each) HGUS5.5- +113350 -3945! 16tl 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p 10.6.4 2X4 (A 1) 10 3 4"3 10' R=5051 W-3"8 R=-2281 -8®�"Bs1"8 PLgg - T552 SEQ: 68590 7. TYP.-ALPINE DESIGN CRIT-TPI QTY - 8 TOTAL - 8 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES ACOU1RE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND '\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN _ `�j1�"����� T C OL 7 .0 PSF DATE 12/01/94 ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 09t09 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` - O\\\\\V�_ ALPINE CONNECTORS ARE MAt OF MGA OALV. STEEL MEETING ASTM OUIRENENT9. UNLESS OTHERWISE IND[CAtEO, TOP - - BC DL 10 0 PSF DRWG O ARAB GA B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130• 150 L 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF jOT,LD. 47 .0 PSF D/A LEN. 1-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE p/1/90 FOR PROPER (0 qI0�' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �e Q' DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEt"- SPACING 24.0" ITYPE ' eCk W--TP -T AT INSTITUTE. NAT NA N SPECIFICATION FOPCONSTRUCTION '•/��11��"�``` obo (4-3611) T HIP JACK 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. 80T CHORD 2x4 SP 02 N UPLIFT (LB): 340 200 WEBS 2x4 SP 03 BRG.LOC FT ' 0.00 4.35 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 03-03-00 ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- NNN UPLIFT NNN I NNW HANGER NNN H5 • -4550(Jacks Only) I HUS26 - + 27510 -12860(10d JOY) MTS12 • -10001 I HUS26 - + 33150 -15500116d 1ply) MTS12 -20000(2 Each I HHUS48 - + 42990 -16600(10d 2Ply) MTT28B -37860(2 EBCh (10d)I HHUS48 + 51800 -2000/(16d 2ply) MTT288 -44550(2 EaCh 116d)) HGUS48 • + 66400 -21990(100 201y) MST60 -46880(Per 2ply) 1 HGUS48 • + 8000/ -26500(16d 2ply) CS150 -1650/(Each) I HGUS5.5• +113350 -3945/ 160 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 137# J R- 7'5"2 ----1 2X2 4.24 C� 2X4 (A 1) -, �3 �9 1.5X3 ----29"15 4'7"2 �---4'7"2 --►� R=453# W=4" 15 R=90# W=3" TAY T48 SED: 68580 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY = i TOTAL - 1 REV. 17,2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FGR ANY ARNING IN HANDLING. ERECTION AND ,i,DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN .�TS '�� TC DL 7 .0 PSF DATE 12/01/94 FAILUE TO BUILD THE TRUSS IN CONFpWANCE WITH OST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIRERENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG AIIB UP S EXCEPT AS NOTED. APPLY CONNECTORS t0 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - . 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYW000 SHEATHING. BOTTOM CHORD W - BC LL 0.0 PSF R A G CONNECTORS PER DRAWINGS 130, ISO 0 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF - TOT.LD. 47. 0 PSF O/A LEN. 4-7-2 CONFORM N/APPLICASLE PROVISIONS Of NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER (0 RIO�' 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 SMALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEV5��` ­TPI ATINSTITUTE. NATIONAL DESIGN SPECIFICATION F N NSTRUCT N ,'�•R 1R I�,RN��, SPACING SEE ABOVE TYPEjack (4-36U) LOT 7*0 HIP JACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) U M TTEO BY TRUSS MFR. TOP.CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP f2 N UPLIFT (L8): 510 210 200 WEBS 2x4 SP 03 BRG.LOC FT►: 0.00 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 337.19. -------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (fl-Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- xxx UPLIFT xMx i xMM HANGER xxM A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -455#(Jacks Only) I HUS26 - + 275if -1286#00d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 1 HUS26 - + 3315/ -15500 i6d 1plyl) MTS12 - -20000 2 Each i HHUS48 - + 42990 -16600 fOd 2ply) CONTRACTORS WARNING: MTT288 - -37861 2 Each (1Od) HHUS4B - + 51800 -2000# 16d 2plyI THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -44550 2 Each (160) HGUS48 - + 66400 -2199# 10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MSt60 - -46881(Per 2ply) I HGUS48 - + 8000# -2650# 16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650#(Each) I HGUS5.5- +113350 a-a�415/x((((((166 N y) 12/ # REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLI7HA}JGE(i OA S �- 12' 10"44-� I2'6"8 m 1.5X3 0 4.24 p m T 2X4 (A1) 4'3 9' 1 .5X4 �►--2'9"15 9' 10"13 - -1 �---4'2"15 59"6 - R=563# -R=563# W=4" 15 - 123# R=285# W=1"8 TAY T53 SED: 68592 PL TYP.-ALPINE DESIGN CRIT-TPI QTY - 4 TOTAL 4 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PROOUCTS. INC. TAMES PEOUIRE EXTREME CARE 12/01/94 T C LL 30.0 PSF REF t )(IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND [FAILURE EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1i TC DL 7 .0 PSF DATE 12/01/94 TO BUILD THE TRUSS IN CONFORMANCE WITH OST80 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , us 'LPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 •0 PSF DRWG 446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - O .O PSF RAG RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x BC LL CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STAN04POS WITH P RLY ATTACHED RIGID CEILING -- SEE STATE of _ TOT.LD. 47 .0 PSF 0/A LEN. 9-10-13 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C 0 RIO P P•` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q �� DUR.FAC. 1 .33 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DE516N t0 t/E TPI�S ERECTION CONTRACTOR. INEEAS��� •--iP - A NST ITUTE. NATIONAL SPECIFICATION F T T N SPACING SEE ABOVE ITYPF jack (A-361 T 7'0 TRAY HIP JACK 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. SOT CHORD 2x4 SP 02 N UPLIFT (LB): 440 240 200 WEBS 2x4 SP 03 BRG.LOC ((FT): 0.00 9.90 9.90 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 374.56. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)Uplift M ------------------- UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------- WNN UPLIFT NxxNNN HANGER NNN CONTRACTORS WARNING: H5 " -455#(Jacks Only) HUS26 - + 2751# -1286#00d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 1 HUS26 - + 3315# -15500(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 " -2000#(2 Each) I HHUS48 + 42990 -16600(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 " -3786#(2 Each) (10d)I HHUS48 + 51800 -20000(16d 200) MTT28B " -4455#(2 Each) (16M HGUS48 + 6640# -2199#(HGUS48 + 80000 -2650#(10d 2ply) CS150 " -1650#(Eachjply) 1 HGUS5.5" +I M5# -3945#(16d 3ply( REFERENCE HOL14ES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=375# W=i"8 2X3 li'6"8 al 1.5X3 ru 4.24 p 9' 2X4 (A1) T 3 ­2 8 4X6 (R) ---2'9"15 6'0"13 3' 10" - -� 9' 10"13 -( R=731# W=4"15 R=38# W=1"8 TA? = T47 SEO' 68578 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY - 1 TOTAL - 1 REV, 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NGT BE RESPONSIBLE FDR ANT ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BT TPI. SEE THIS DESIGN `` f` '�iTC DL 7 .0 PSF DATE 12/01/94 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSTS9 BV TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , - ALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - 8C OL 10 .0 PSF DRWG MAB OR B EXCEPT AS NOTED. APPLY CONNE CTORS TO EACH FACE OF CHORD SHALL BE LATERALLY DRACEO WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N - BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 L iBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED 4I610 CEILING --SEE STATE OF - TOT.LO. 47 .0 PSF 0/A LEN. 9-10-13 CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER O AID P: SEAL ON THIS iWTAMINO APPLIES t0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q'- OUR.FAC.. 1 .3 3 1N ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEP`'��` ` .--TPI - TRUSS PLATE INSTITUTE. MAT A N AT F T T N , SPACING 24.0" ITYPE spec (4-3611) TRAY COP JACK THIS OWG. PREPARED FROM COMPUTER INPWT (LOADS ro DIMENSIONS)-SUBMITTED BY TRUSS MFR. TOP.CHORD 2x4 SP 02 N NOWARNINGOO AN UPLIFT REACTION OF -228# OCCUREO ON A BOT CHORD 2x4 SP 02 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 02 N ' PROYIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. ' UPLIFT (LB): 320 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. PROVIDE CONNECTION FOR 5300 AT HIGH END OF BOTTOM CHORD TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) PREVENTSLIDING. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- NNN UPLIFT OWN I NOW HANGER NON CONTRACTORS WARNING: H5 -455#(Jacks Only) HUS26 - + 2751# -1286#00d iply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -10000 1 HUS26 = + 33150 -15501 160 (ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600110d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786!(2 Each (10d)I HHUS48 - + 5180E -20000(160 2plyll MTT288 - -4455/(2 Each) (160)11 HGUS48 - + 6640# -2199f(((IOd 2ply CS150 1650i�Each)ply) I HGUS5 5= +18335! -OOOJI 3945#(f 6a 3Dly REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS B p;-2X4 (A i) _ 8'6.4 T 8'2"2 4'3 �3 R=505# W=3"8 TAY T46 SED: 68576 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL = 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF (�(2 NIMPORTANTMN SMALL NOT at RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND r� 1\ (` , DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE HIO-91 BY TPI. SEE THIS DESIGN � US" '.,, - TC OL 7 .0 PSF DATE 12/01/94 ^ \\UV�VL�\-\V FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v - O\\\\\V� ALPINE CONNECTORS ARE HAVE OF 20CA GALV. STEEL MEETING ASIM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - 8C OL 10•O PSF DRWG O A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AMC UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL 0.0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 S ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF - TOT.LO. 47 .0 PSF O/A LEN. 1-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER ' Q. SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �' �, L D RIO Q•� OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT 6E RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SPACING 2 4,D" a c k "--TP • T ATINSTITUTE.- NATIONAL N F AT 'F T T N NNS �1���� TYPE Job: 4— T J TRAY COR JACK 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. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 270 200 200 WEBS 2x4 SP 02 N BRG.LOC FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00'PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 37.23. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS PROVIDE CONNECTION FOR 5300 AT HIGH END OF BOTTOM CHORD TO (+)-Gravity (-)-Uplift PREVENT SLIDING. ----------------------------j---------------------------------- NNN UPLIFT NWN Mxx HANGER WNW A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -455/(Jacks Only) I HUS26 - + 2751/ -12860(fOd )ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000/ 1 HUS26 - + 33150 -15500(16(1 1ply) MTS12 - -20000(2 Each) i HHUS48 - + 4299! -16600(10d 2ply) CONTRACTORS WARNING: MTT288 - -37860(2 Each) ItOd, HFIUS48 - + 51800 -20000(16(1 2ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT288 - -44550(2 Each) 16(1) HGUS48 + 66400 -21990(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -46880(Per 2ply) HGUS48 - + 80000 -26500(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 16500(Each) I HGUS5.5- +113350 -39450(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W-1"8 9'6"4 �8'8"2 1/ 2X4 �M `8 *24*3 'm)" e 3 R=384# W=3"8 R=14# W=1"8 TAY - T45 SED: 68574 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV, 17,2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIfE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *I MP O R T AN 7�(*SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING. ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE NIB-91 BY TPI, SEE THIS DESIGNUS , TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING AS114 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 A77ACHED PLYWOOD SHEATHING, BOTTOM CHORD N = BC LL 0.0 PSF R A G CONNECTORS PER DRAWINGS 130, 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RTGIO CEILING -- SEE STATE OF _ T 0 T.LD. 47 .0 PSF 0/A LEN. 3-0-0 CONFORM M/APPLICANLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C O RIO P SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .' �. DDR.FAO. 1 .33 IN ONLY. AND SHALL NOT BE(FLIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEC^-a W--TP - T ArINSTITUTE. NATIONAL N SPECIFICATION F NS7 T N ''�+,,,,,16,` SPACING 24.0" TYPE j a C k O (A-361 T TRAY CDR JACK THIS OWG. PREPARED FROM COMPUTER INPUT LOADS S DIMENSIONS) SUBMITTED Y TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 290 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 170.38. --------------------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- xWW UPLIFT xxx I xxx HANGER WWW CONTRACTORS WARNING: H5 - -455#(Jacks Only) I HUS26 - + 2751# -1285000d 101y) THIS TRUSS IS DESIGNED TO BEAR APD/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# I HUS26 - + 3315# -15500(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(iOd 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT280 - -3786#(2 Each) (10d)l HHUS48 - + 5180# -20000(f6d 2ply MTT288 - -4455#(2 Each) (16tl) HGUS48 - + 66400 -21991 10d 2ply MST60 - -46881 Per 2ply) I HGUS48 - + 80000 -2650#116d 2ply CS150 - -1650# Each) I HGUS5.5- +11335# -3945#(16d 3plyj ---------- -------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=170# W=1"8 1.5X3 l0'6"4 rl 0 6 F'- 2X4 (Al)2X4 (Ai) i �8 4X5 (R) m �----2. 4'3„B -- F -� 5' R=445# W=3"8 R=7# W=1"8 PLgT44 SED: 68572 T. TYP.-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES 1 111 EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (�2 *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MID-91 BY 7PI. SEE THIS DESIGN TC DL 7•0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` vus .11 11 ALPINE CONNECTORS ARE MADE OF 20GA MY. STEEL MEETING ASTN OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 GR a EXCEPT AS FOOTED. APPLY CONNECTORS 70 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 x � 8C LL 0 •0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 G )SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T OT.L D. 4 7 .0 PSF 0/A LEN. 5-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. , INEE�' A--TP - r AT INSTITUTE- NATIONAL SPECIFICATION F CONSTRUCTION „ ,,,,�`'��, SPACING 24.0" TYPE spec (4-3611) T 7*0 TRAY END JACK THIS OWG. PREPARED FROM COMPUTER INPUT L ADS 6 0 IMENS IONS SU MITT p BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP /2 N UPLIFT (LB): 310 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.. 00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 257.44. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REGUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ------(+)_Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------------- --------------------------------- xxx UPLIFT xxxxxx HANGER xxx CONTRACTORS WARNING: H5 -455/(Jacks Only) I HUS26 - + 2751/ -1286#(fOd 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -10001 I HUS26 - + 3315! -1550#06d Sply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 20000(2 Each) I HHUS48 + 42990 -1660000d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 -3786#(2 EeCh) (lOdjl HHUS48 + 5180/ -2000#(16d 2ply) MTT288 " -4455#(2 Each) 16d HGUS4B " + 66400 -21990(10d 2p]y) MST60 -4688#(Per 2ply) I HGUS48 - + 8000# -2650#06d 2ply) CS150 -1650#(Each) I HGUS5.5- +113351 -3945#(16d 3ply) ---------- ------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=257# W=1"8 11'6"4 m 1.5X3 0 r+ (V 6 P;- 2X4 2X4 (A 1) ' A a 3 � �e 4X5 (R) �--2' --�-- 4'3"8 2'88 --{ 7 R=526# W=3"8 R=27# W=1"8 TAG T43 SEG: 68570 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY - 4 TOTAL 4 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF **IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANOIING, ERECTION AND 1111 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HIS-91 BY TPI. SEE THIS DESIGN ���US �•��•• T C DL 7 .0 PSF DATE 12/01/94 ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT anAC1NG RE - ` ALPINE CONNECTORS ARE"ADE OF 200A GALV. STEEL MEETING ASTM WIRE"ENTS. UNLESS OTHERWISE INDICATED. TDP - - BC DL 10 .0 PSF DRWG A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 47 .0 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - TOT.LD. 47 •0 PSF 0/A LEN. 7-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS Q TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/!/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. �0RIOP Q•` DUR.FAC. 1 . 33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEIR`' .--T r r r r NATIONAL SPECIFICATION F W CONSTRUCTION SPACING 24.0" TYPE spec 1j 3 j CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00031970 Date 1/24/06 Property Address . . . . . . 1617 LINKSIDE DR Tenant nbr, name . . . . . . ROOM ADDITION Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 35000 Owner Contractor ------------------------ ------------------------ HOSTETTER, RIC & LAURA REED BROTHERS CUSTOM HOMES & 1617 LINKSIDE DR REMODELING INC ATLANTIC BEACH FL 32233 11700 PHILLIPS HWY JACKSONVILLE FL 32256 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 255. 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 35000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 255 . 00 255 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 255 . 00 255 . 00 . 00 . 00 PERMIT 1S APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUIL61NG OFFICIAL CI'T'Y OF ATLANTIC BEACH .' PUBLIC WORKS DEPARTMENT — 1200 Sandpiper Lane / Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us DEAN REWEW COMMIENTS Permit Appiication # 6 � - J/9 7 6 Property Address: xff6 1617 /n �s/t,�. �r1'tli- Applicant: &bf2 ' Project: 20 07'>1 ��l)i Your application is approved as noted by the Public Works Department. lanai application a pprovafl must come from the BuRdiug Department. Your permit application has been reviewed by the Public Works Department d the following items need attention: ovide drainage plans. Provide erosion and sediment control plan with details. Must protect lake. Provide impervious calculations, including pool deck and driveway additions . **The Homeowners Assocation letter says it approves for pool, room addition and enlarge existing driveway. Pool and driveway plans not included. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call(904)247-5834. Revie b ck Carper, P.!�-., Public Works Director Date d� Signature Contractor Notified Date - -F�- ---- CITY OF ATLANTIC BEACH JJs � BUILDING PERMIT APPLICATION (Alterations & Additions) r.� Date: Job Address: �/_ I L.'�.,.✓� I,�e Owner of Property: /�,-c y �� ,. ��� �p r L•;�1...Q Address: / (0/2 4e Telephone: Legal Description: Block Number: Lot Number: /4,4 _Zoning District: Contractor: —�e e �t AJ- G 44y-1,,0 State License Number:1,¢l 4x,P'2 r h y Contractor Address: _�/ Ida T,ot.J/�'vx-- Telephone: Describe proposed use and work to be done: Present use of land or building(s): Valuation of proposed construction: 3-r, o(> O What are the dimensions of the added space: 7 Z feet x 24 feet Will the added area be heated and cooled? y Jrf New electrical or increase in service? iyo Add plumbing fixtures? Al o I Add fireplace? 4/a Add heating//air'conditioning? 7-d.() Is approval of Homeowner's Association or other private entity required? ✓ If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal of any trees? aNO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑NO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at:1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ei.atiantic-beach.fl.us Page 2 Revised 8/04 V In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application-is correct. Signature of owner. rG1' ��cr.��..' Date: 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 type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor. !�'�4ic" Date: Address and contact information of person to receive all correspondence regarding this application(please print). Name: lle�' Mailing Address: /7 L z,, U,e Telephone: Sl p- e.Y_T Fax: 2 f Z, 5 E-Mail: Za�� 001 W-e 11r» A--I AS TO OWNER: Sworn to and subscribed beforeme this day of 20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http:/twww.cLatlantic-beach.fLus Page 3 Revised 8/04 City of Atlantic Beach CUSTOMER RECEIPT eee Hoer: BORDERS Type: OC Drawer: 1 Date: 1/24/86 A8 Receipt no: 28M Description Quantity Awount 2886 31978 BP BUILDING PERMITS 1.80 $255.80 Tender detail CC CREDIT CARD $25`i.88 Total tendered 1255.N Total paysent e55.W Trans date: 1/24/86 Tire: 14:54:36 Y13."Fv MAP SHOWIN.G.__ NDARY SURVEY OF LOT 104, SELVA LINKSIDE, UNIT 2 AS SHOWN ON PLAT RECORDED IN PLAT BOOK 47 , PAGES 85, 85A AND 85B, CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PORTION OF SAID LOT 104. FOR POINT OF BEGINNING COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 104 AND RUN IN A NORTHWESTERLY DIRECTION ALONG THE ARC OF A CURVE IN THE NORTHEASTERLY RIGHT-OF-WAY LINE OF LINKSIDE DRIVE (A 50 FOOT RIGHT-OF-WAY) , SAID CURVE BEING CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 75.00 FEET, A CHORD BEARING AND DISTANCE OF NORTH 32' 52' 35" WEST, 7.06 FEET TO A POINT; RUN THENCE NORTH 64' 15' 44" EAST, A DISTANCE OF 37 .00 FEET TO A POINT; RUN THENCE SOUTH 25' 44' 16" EAST, A DISTANCE OF 7 .00 FEET TO A POINT ON THE SOUTHERLY LINE OF SAID LOT 104; RUN THENCE SOUTH 64' 15' 44" WEST, ALONG' SAID SOUTHERLY LINE, A DISTANCE OF 36.12 FEET TO THE POINT OF BEGINNING. FOR: CENTEX MOM$ CQRPQBAT I ON NOTE: HEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. 44RT1114/E/.3 Ta: Z,4C1,4?,U SEE WOLD C r. X. 11440AI76,46 F %'DA/4P,4 Aly 57, b5WAAFT r/TLC n/- d,4Ck-,15'0N4//4L6, /'ve pq��T OF S6 C7/DN 8, rONV/JS/-// 5OZ/7/>, G,!F R.�l/✓ 9EAST (,'✓fTfk� fr,vtr J� a���2v'�� � 83.44 N Obi 2 L O /•sro�>r s;�cco � 1'h � 1)W'ELLI/J4. 4 01 1W pR 'C to JK Kf1ONAt GFOa6flCtij 1111✓ � �` Y' \ _ 04 fAlV) 0.5' v 4 - - 12.E ►n 3.e' �� hf { y Z LaJ� w Q v , � 59 � x^1.1' t2.5• � / � ti '� '�• � ,;' •t�• .,--�, Pie p 3 ' A✓1Ys,/a� Q'�'`L• �x: Ga' aFY �, _ :µdid 1 iv ��� _,ref 3�.i�-.•;r�")..��i � � .P t•6'23.29")R•fs-00 ;A.%494' m C• / /Vo rw s'lauvn aL� cdvv�vy. 7•A E`�ll7 OJ4/6LL/N� /4-�/- �5 NiJTb: iaclNll qLt CDRN6h'S. MEREIRY CERTIFY THAT THOS SURVEY,PERFORMED UNDER MY RESPONSIBLE D►RECTION.MEET'S THE MINIMUM LEGEND: TECHMCAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE VVITH CHAPTER 61G17.6.FLA.ADMINISTRATIVE CODE (mm"o-wa r+) • CoNCMIrt nowt INT RPURSUANT TO SECTION 472.027.FLORIDA STATUTES).AND FURTHER CERTIFY THAT.THERE ARE NO VISIBLE ENCROACH 0 1/2"f01oN/MIONLB.62/9 MEMS.'IPPON THE SUSACT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. o v2"IIt •L.o +ra THE LOT SHOWN HEREON IS IN FLOOD COL. MtlNI AL MIITMCTNIM LM X AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC. CENTIIAL Alm ZONE M Illmus MAP, COMMUNITY PANEL NO 12001$- ODU/ D DATED 4-/7-.00 164E NA400 AVE.JACKIONVM.LE. FLA 32201 A AMC ONITANCE ///•••/// CN. CNOMO MTAmen 'r ►C. POINT OI CUMYATCV SURVEYED [�i4NU.Aip�/ 17 19 9 5 •//�/ `��/4//�� P r. roar or TANoeNcr P /fix REOISTEREo SURVEYOR lNo ZSL1. FLA P.M.C. PWNT OF M va"I Cult" SCALE: QBE A• /"ILL PC.C. POINT OP CowOum Cov 77 543.77.61 FA.S 3G, m4D FIELD NOOK 537 PO. 45 Dec 27 05 03: 00p Sally Corp. (9041355-7192 p Dec 21 . 2005 10: 42AM No-0534 P. I Selva Lznkszde II OWNERS ASSoiATWN, INC P.O. Box 330026 ATfm-dc &Ach, FL 37233 December 27, 2005 Ric& Laura Lee Hostetter 1617 Linkside Drive Atlantic Beach, FL 32233 Dear Mr.. &Mrs. Hostetter* This letter references the Architectural Review Committee Request Submission Form, dated November 27, 2005, seeking A.R.C. approval of your plans to construct a 19 x 22 addition with a covered patio and a 22 x(10 to 17)foot splash pool to the near of your home and to enlarge your existing driveway. The Architectural Review Committee has reviewed the documents submitted for A.R.C_ consideration and hereby approves your requests. Their approval is based on the documentation submitted for their consideration and any deviation from the plans, specifications, materials and/or colors outlined in those documents will result in a halt of construction or a removal of the item(s)at your expense.. Please secure the necessary permits from the City of Atlantic Beach. If you have any additional comments or questions, please do not hesitate to contact us. Sincerely, Kar .Fioyd Manager Seiva Unkside If Owners Assoc., Inc. Permit Number _ Tax Folio Number ;... STATE.OFFLQRIDA (j C0UNTY­ -DdUVAL THE 1JNUERSIGNED hereby gives notice that improvement will be mad to certain real property,:a.nci iii accordapce with Chapter 713,Florida Statutes, the following information is provided'its t1ii' Notice of Co nmencement. 1. Descriptlon of property: G '' /0 y 2. General description of improvement: %,,, A' _ 3. Owner in-Cortnation: 1. Nritne and Address: 11 ie -4 2. Interest irl property: 5%I-S& . 3. Nittne and address of fee simple titleholder(oth than owner): 4.. Contactor's na.liie and address: cis-fx��aJ.t;w� a. Phone nuniber: 0 i .ry i-rrd.f b. Fax nurnber: ' Vlo-f 29-,-ys'y0 5, Surety Information: a, Name.and address: b. Phon©Nurnber: c. Fax Number: A. Amount of Bond: 6, :Lender's nanie and address: a. Name and address: b. Phone Number: 7: Person within the State of Florida designated by owner upon whom notices or other docunients'rnaybe served as provided by 713.12(1)(6),Florida Statutes. a. Name and address: _ b. Phone number: c. Fair number: 8, In addition tq lumsel[!herself, owner designates _ _ of to receive a copy of the Lienor's Notice as provided in Section' 13.12(1)(b),Florida Statutes. 9. Expiration date ofNotice of Commencement (the expiration da e is one (1) year from the date of Recording unless a different dat ecifred) � 6 Signature of Owner: r Sworn to and subscribed before me this_ day of�T#An , 20 Notary: / 14nown personally/ID shown: My commission expires: ti��+'�"•.y TERRY HENDRY MY COMMISSION#DD 483086 . Q EXPIRES:November 30,2009 ? '� SwdW Than Naary Pd*Underndters CITY OF ATLANTIC BEACH cc: s; BUILDING / ZONING DEPARTMENT D. 800 Seminole Road oerr m 4 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # D - �/ 9 70 Property Address: /C / -? zl,-nk.51�,6, �� V Applicant: L er;qsTQGt C T7 Project: oh This p rmit application has been: A roved 5,45. PP ev- wed and the following items need attention: F C. 43 a IS �` kLot f Please re-submit your application when these items have been completed. Reviewed By: 4 Date: H- Date Contractor Notified: r'r CITY OF ATLANTIC BEACH I psi BUILDING PERMIT APPLICATION (Alterations & Additions) \�f Date: 0 6 Job Address: ZZ I Z'� y, l l,-..,/e l Owner of Property: Address: / 6/7 Telephone: 9 2 y fl I' Legal Description: Block Number: Lot Number: /b Zoning District: Contractor: _��c .Qt f,J' G�,,-�. .� /._..�- State License Number: .�/ A C2 ,r'%r1 Contractor Address: / 7p'-" ,o�j/ Telephone: X07 =.t`" Ll� ax: 25 2 - Spry Describe proposed use and work to be done: Present use of land or building(s): Valuation of proposed construction: _r Ocq a What are the dimensions of the add d s 1 2- feet x 26 feet Will the added area be heated and cooled? New electrical or increase in service? Alo Add plumbing fixtures? N'o Add fireplace? y o Add heating/air conditioning? '7--,1.6 Is approval of Homeowner's Association or other private entity required? ✓�if yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal of any trees? [1N0. Applicant certifies that no change in site grade, impervious area or rill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑NO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (if not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.,us Page 2 Revised 8/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this fapplication-is correct. Signature of owner: J'FIFt'I .al�/ Dom: 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 type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plan's and supporting data have been or shall be provided as required. Signature of Contractor: i � �� L, Date: /� q,01 Address and contact information of person to receive all correspondence regarding this application(please print). Name: rP` Mailing Address: /6 /'7 ,J Telephone: Fax: 2 f Lr E-Mail: �a�./ (go) Al AS TO OWNER: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ei.atlantic-beach.fLus Page 3 Revised 8/04 Dec 27 05 03: 00p Sally Corp. (904) 355-7192 p. 2 Dec 27. 2005 10:42AM W0534 P . 1 Sel va Linkside II OWNERS ASSOCIATION, INC P.O. Box 330026 A76Y%Y1c BEACH, FL 32233 December 27, 2005 Ric&Laura Lee Hostetter 1617 Linkside Drive Atlantic Beach, FL 32233 Dear Mr.. &Mrs. Hostetter, This letter references the Architectural Review Committee Request Submission Form, dated November 27, 2005, seeking A.R.C. approval of your plans to construct a 19 x 22 addition with a covered patio and a 22 x(10 to 17)foot splash pool to the rear of your home and to enlarge your existing driveway. The Architectural Review Committee has reviewed the documents submitted for A.R.C_ consideration and hereby approves your requests. Their approval is based on the documentation submitted for their consideration and any deviation from the plans, specifications, materials and/or colors outlined in those documents will result in a halt of construction or a removal of the item(s)at your expense.. Please secure the necessary permits from the City of Atlantic Beach. If you have any additional comments or questions, please do not hesitate to contact us. Sincerely, GUt,uC� Kar 'Floyd Manager Selva Linkside 11 Owners Assoc., Inc. MAP SHOWIN.G___QQ NPARY SURVEY OF LOT 104, SELVA LINKSIDE, UNIT 2 AS SHOWN ON PLAT RECORDED IN PLAT BOOK 47 , PAGES 85, 85A AND 85B, CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PORTION OF SAID LOT 104. FOR POINT OF BEGINNING COMMENCE AT THE SOUTHWEST CORNER Of SAID LOT 104 AND RUN IN A NORTHWESTERLY DIRECTION ALONG THE ARC OF A CURVE IN THE NORTHEASTERLY RIGHT-OF-WAY LINE OF LINKSIDE DRIVE (A 50 FOOT RIGHT-OF-WAY) , SAID CURVE BEING CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 75,00 FEET, A CHORD BEARING AND DISTANCE OF NORTH 32' 52' 35" WEST, 7.06 FEET TO A POINT; RUN THENCE NORTH 64' 15' 44" EAST, A DISTANCE OF 37.00 FEET TO A POINT; RUN THENCE SOUTH 25' 44' 16" EAST, A DISTANCE OF 7.00 FEET TO A POINT ON THE SOUTHERLY LINE OF SAID LOT 104; RUN THENCE SOUTH 64' 15' 44" WEST, ALONG' SAID SOUTHERLY LINE, A DISTANCE OF 36.12 FEET TO THE POINT OF BEGINNING. FQR: CERTAX HO, O9ORPORATION NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. CF.rQT/F�E/> TO: LAUF?A Z47;5, yvOlO C•r, x. MORTGAf E :'O�fPAN y $7,E'J�c/.U,PT Tire C Or c/AC'.�C SONY/LLE, /NG'. '04'q T Or 54 C T/ON 7Qvv,cN/S/-//P e SDU7/+', RANG E Z 9 EA 5 r C. S741C14 fca)er' it 1 v) � L))V�LL!/✓Gi 4 � �� R � 1l1 � � Kz- Pr. .a0fo '( � Q ti r f re di. A4 0. '�j/�. 'oma; � .L��?�; � �• • 'rv_ \ �"''� i ,V32•'lia':35"W l.OL•CcM) P '� -R 4,s=Zf�zs";/wfsvo.;A•r�r' o tJ -Z tip a q. No r y: f,ouw.o ALL C490vo -4. ?' E"QVr a E'.1411VG /O-X- 95 VOrA! A,auNO 444 eORNi rt6• HERESY CEfMFY THAT THIS SURVEY,PERFORMED TINDER MY RESPONSIBLE DIRECTION,MEETS THE MINIMUM LEGEND: TECH*CAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61017.6.FLA.ADMINISTRATIVE CODE (/00414_No 01) (PUfISUANT TO SECTIO"472 02T,FLORIDA STATUTES),AND FURTHER CERTIFYTHAL THERE.ARE NO VISIBLE ENCROACH- concatrt rolnllrtNt MENr$:!)PON fHE:-SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. • 1it"«outn>IIo����tr9 o yr wt a*.L.L 1701 I1L>DOD CERT1FfCATE: THE LOT SHOWN HEREON IS IN FLOOD LRA. smum"gttTRICTrOM Lm ZONE "X AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC. A ......L ANOIe MAP, C.OMMUNITY PANEL NO 1200).6- 0042 I D DATED• /1•A5 1643 NALDD AVE.JACKWHVK.LE, FLA 32207 RADION " ARC OItrANC/ CN. CHORD NNTANCII 11 ///P . ►a POINT of cuRrAtu"e SURVEYED JA/VU/�•p y 2 7 T 9 9 5 (� _ ►,T, POINT OP TAROINCT E -SCALE; /f•" 3O' REGISTERED suNO tlfGl. FLA P.R.C. POINT or RereRIIIII cum dws'- A• xln z ►C.C. P01NT Of COMPOUND"IN —r--.»x�. G'WOioO fEtik'i P}I. FB,SSG, !t 40 FIELD WOK S-37 PO. 4$ r ' Permit Number, � Tax Folio Number ST:A,iK.ill[+';FLQR AD.A. COUNTY'0.1T.DU THEUNDEIRSIGNED hereby gives notice that improvement will be mad to certain real property;;anc� iii accdrdaxtce with Chapter 713,Florida Statutes, the following information is provided'its tlii0 Notice of Commencement. 1. De§criptlon of property: !-�r `' Ia y 2. General d.eseription of improvement: 3. Owner itlfortuation: 1. Natrie and Address: llrc 2. Interest iq prolicrty: . 3. Ni mo and.address of fee Ample titleho'Id the(than owner): 4. Coiltactor's nkiiie and �.ddress: �'�En $,�,��r ���,,,„ !✓.�,r� .e a..a././;wc a.'' Pliotte nuniber:�g 0 yr ry st'S`d f' b. Fax number: ��JZg►�-c�stiq 5. Surety Infori-rugion: a, Name.ana address: b. Pliona Number: d. Fax-Number: A. Amount of Bond: 6. :Lender's name and address: a. Name anaddress'. b. Phone Number: 7: Person within the State of Florida designated by owner upon whom notices or other docuffients'rnaybe served as provided by 713.12(1)(a),Florida Statutes. a. Name and address: b. Phone number: c. I{ak number: a. In addit.i n tq Iumself/herself, owner designates _ of to receive a copy of the Lienor's Notice as provided in Section" 13.12(1)(b),Florida Statutes. 9. Expiration date of Notice of Commencement (the expirations� d��a��e��is one (1)year from the date of Recording unless a different dat ' ecifled) Signature of Owner Z, _ Swot to and subscribed before me this day of ` � , 2d Q Notary: IIII Known personally/ID shown: tit 'Z�2� ~' Qao_D My comnvsslUtl expires-, TERRY HENDRY MY COMMISSION M DD 483086 EXPIRES:November 30,2009 FORM 60OA-2004 EnergyGauge®4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A I Project Name: ADDITION#1 Builder REED BROS.CUSTOM HOME; Address: Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North -- ----------- --- --- - -- -- - --- --- ---- -- - --- - - ---- -----I 1. New construction or existing Addition - 1 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap: 12.0 kBtu/hr _ 3. Number of units,if multi-family 1 SEER: 13.00 _ 4. Number of Bedrooms I -_ b. N/A _ 5. Is this a worst case? No _ - 6. Conditioned floor area(112) 396 412 - c. N/A - 7. Glass type I and area:(Label reqd.by 13-104.4.5 if not default) - ja. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default) 35.5 ft2 _ a. Electric Heat Pump Cap: 12.0 kBtu/hr _ b. SHGC: HSPF:8.50 - (or Clear or Tint DEFAULT) 7b. (Clear) 35.5 ft2 - b.N/A - 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0,62.0(p)ft c. N/A b. N/A c. N/A - 14. Hot water systems j 9. Wall types a. N/A _ a. Frame,Wood,Exterior R=19.0,558.0 ft2 b.N/A - b.N/A _ c. N/A _ d. N/A - c. Conservation credits - e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0,396.0 ft2 15. HVAC credits - b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret Unc. AH:Garage Sup.R=6.0,30.0 ft MZ-C-Multizone cooling, b.N/A _ MZ-H-Multizone heating) i Total as-built points: 4945 Glass/Floor Area: 0.22 PASS Total base points: 5048 I hereby certify that the plans and specifications covered by Review of the plans and ZIiE sT this calculation are in compliance with the Florida Energy specifications covered by this yo4 = 9rA Code. calculation indicates compliance _ 0.� PREPARED BY: r� with the Florida Energy Code. DATE: Before construction is completed 44 this building will be inspected for I hereby certify that this building,as designed, is in compliance compliance with Section 553.908 ✓,�, y� with the Florida Energy Code. Florida Statutes. coD we OWNER/AGENT: BUILDING OFFICIAL: �W DATE: DATE• 1. 0-19(v ` 1 Predominant glass type.For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.0) FORM 60OA-2004 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 396.0 20.04 1428.5 Double,Clear N 1.0 1.0 10.0 19.20 0.71 136.5 Double,Clear S 8.0 1.0 54.0 35.87 0.43 836.6 Double,Clear E 1.0 1.0 25.0 42.06 0.52 544.5 As-Built Total: 89.0 1517.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 19.0 558.0 0.90 502.2 Exterior 558.0 1.70 948.6 Base Total: 558.0 948.6 As-Built Total: 558.0 502.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 40.8 6.10 248.9 Exterior 40.8 6.10 248.9 Base Total: 40.8 248.9 As-Built Total: 40.8 248.9 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 396.0 1.73 685.1 Under Attic 30.0 396.0 1.73 X 1.00 685.1 Base Total: 396.0 685.1 As-Built Total: 396.0 685.1 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 62.0(p) -37.0 -2294.0 Slab-On-Grade Edge Insulation 0.0 62.0(p) -41.20 -2554.4 Raised 0.0 0.00 0.0 Base Total: -2294.0 As-Built Total: 62.0 -2554.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 396.0 10.21 4043.2 1 396.0 10.21 4043.2 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 5060.2 Summer As-Built Points: 4442.5 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 12000 btuh,SEER/EFF(13.0)Ducts:Unc(S),Unc(R),Gar(AH),R6.0(INS) 4443 1.00 (1.09 x 1.147 x 1.00) 0.263 1.000 1458.2 5060.2 0.4266 2158.7 4442.5 1.00 1.250 0.263 1.000 1458.2 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Point .18 396.0 12.74 908.1 Double,Clear N 1.0 1.0 10.0 24.58 1.02 250.3 Double,Clear S 8.0 1.0 54.0 13.30 3.66 2628.1 Double,Clear E 1.0 1.0 25.0 18.79 1.29 604.0 As-Built Total: 89.0 3482.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 19.0 558.0 2.20 1227.6 Exterior 558.0 3.70 2064.6 Base Total: 558.0 2064.6 As-Built Total: 558.0 1227.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 40.8 12.30 501.8 Exterior 40.8 12.30 501.8 Base Total: 40.8 501.8 As-Built Total: 40.8 501.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM= Points Under Attic 396.0 2.05 811.8 Under Attic 30.0 396.0 2.05 X 1.00 811.8 Base Total: 396.0 811.8 As-Built Total: 396.0 811.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 62.0(p) 8.9 551.8 Slab-On-Grade Edge Insulation 0.0 62.0(p) 18.80 1165.6 Raised 0.0 0.00 0.0 Base Total: 551.8 As-Built Total: 62.0 1165.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 396.0 -0.59 -233.6 1 396.0 -0.59 -233.6 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details FADRESS. , PERMIT#: BASE AS-BUILT Winter Base Points: 4604.5 Winter As-Built Points: 6955.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Electric Heat Pump 12000 btuh,EFF(8.5)Ducts:Unc(S),Unc(R),Gar(AH),R6.0 6955.6 1.000 (1.069 x 1.169 x 1.00) 0.401 1.000 3487.1 4604.5 0.6274 2888.9 6955.6 1.00 1.250 0.401 1.000 3487.1 EnergyGaugeTM' DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , . , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 1 2635.00 0.0 1 1.00 2635.00 1.00 2635.0 As-Built Total: 0.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 2159 2889 0 5048 1458 3487 0 4945 PASS 914 �io4zK>n srgr�o�� P. o EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfrn/sq.ft.window area; .5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABCA.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infittration reqts 606A.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES(must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked cir breaker(electric)or cutoff(gas)must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shalt be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =86.8 The higher the score,the more efficient the home. 1. New construction or existing Addition — 12. Cooling systems 2. Single family or multi-family Single family — a. Central Unit Cap: 12.0 kBtu/hr — 3. Number of units,if multi-family 1 _ SEER: 13.00 — 4. Number of Bedrooms 1 _ b.N/A — 5. 1s this a worst case? No — 6. Conditioned floor area(ftp) 396 ft' — c. N/A — 7. Glass type I and area:(Label regd.by 13-104.4.5 if not default) — a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default) 35.5 ft' — a. Electric Heat Pump Cap: 12.0 kBtu/hr — b. SHGC: HSPF:8.50 — (or Clear or Tint DEFAULT) 7b. (Clear) 35.5 ft' _ b.N/A — 8. Floor types — a. Slab-On-Grade Edge Insulation R=0.0,62.0(p)ft — c. N/A — b.N/A — c. N/A _ 14. Hot water systems 9. Wall types a. N/A _ a. Frame,Wood,Exterior R=19.0,558.0 ft' — b.N/A — b. N/A _ c. N/A — — d.N/A _ c. Conservation credits — e. N/A — (HR-Heat recovery,Solar 10. Ceiling types DRP-Dedicated heat pump) a. Under Attic R=30.0,396.0 ft' — 15. HVAC credits — b. N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A — HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0,30.0 ft — MZ-C-Multizone cooling, b. N/A — MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building OgTHE Srgl� Construction through the above energy saving features which will be installed(or exceeded) y = _ p in this home before final inspection.Otherwise,a new EPL Display Card will be completed y�` ?,�', based on installed Code compliant features. Builder Signature: Date: a tr Address of New Home: City/FL Zip: c0D W? *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar'"`designation), your home may qualify for energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edufor information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. 1 Predominant glass type.For actual glass type and areas see Summer&Winter Glass output on ages 2&4. KnergyGauge®(Version:FLR v4.0) Residential System Sizing Calculation Summary Project Title: Code Only ADDITION#1 Professional Version Climate: North Location for weather data: Jacksonville -Defaults: Latitude(30) Temp Range(M) Humidity data: Interior RH 50%D Outdoor wet bulb 77F Humidity difference 49 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heating load calculation 6832 Btuh Total cooling load calculation 11989 Btuh Submitted heating capacity %of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 175.6 12000 Sensible(SHR= 0.75) 104.2 9000 Heat Pump+Auxiliary(O.OkW) 175.6 12000 Latent 89.5 3000 Total Electric Heat Pum 100.1 12000 WINTER CALCULATIONS Winter Heating Load for 396 sqft) Ducts(5%) Load component Load Window total 36 sqft 980 Btuh lntN.(16%) Wall total 558 sqft 1283 Btuh Door total 41 sqft 713 Btuh Ceiling total 396 sqft 515 Btuh Doors(10%) Floor total 62 ft 1910 Btuh VYaNa(1996) Infiltration 26 cfm 1106 Btuh Subtotal 6507 Btuh Duct loss 325 Btuh rioors(2M) TOTAL HEAT LOSS 6832 Btuh SUMMER CALCULATIONS Summer Coolie Load for 396 sqft) Load component Load Window total 36 sqft 817 Btuh wrmows(7%) Wall total 558 sqft 748 Btuh Leterd Wt-nW22%) C (5%) Door total 41 sqft 426 Btuh ` ) Ceiling total 396 sqft 578 Btuh Do s(4%) Floor total 0 Btuh InfN(,%' Lstmd infN.(8%) i.�s Infiltration 23 cfm 484 Btuh Ducts(7%) Internal gain 4800 Btuh Subtotal(sensible) 7852 Btuh Duct gain 785 Btuh Total sensible gain 8637 Btuh Ni.OaN,(4D%, Latent gain(infiltration) 771 Btuh EnergyGauge®System Sizing based on ACCA Manual J. Latent gain(internal) 2580 Btuh PREPARED BY: CVS W, ed Total latent gain 3351 Btuh DATE: TOTAL HEAT GAIN 11989 Btuh EnergyGauge® FLRCPB v3.30 CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEPARTMENT ° Rord j1 800 Seminole Road oerr s Atlantic Beach,Florida 32233 x:113 >� (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # (Q J/ 9 16 Property Address: Applicant: C T� Project: .20 t7m �d�i V7'Q-y, This pe it application has been: Approved E-1 Reviewed and the following items need attention: Please re-submit your pplicatio when these items have been completed. Reviewed By: Date: Date Contractor Notified: 1 !F 4\ CITY OF ATLANTIC BEACH est BUILDING PERMIT APPLICATION (Alterations& Additions) Date: e� Job Address: �/� �, ,,/,� S, A ,e Owner of Property: /�,-c y �� e ,� « "Yg Address: / 6/7 L��.- 1� .c .16.e 44gTelephone: 9 2 Legal Description: Block Number: Lot Number: /b Zoning District: Contractor: _Z2< - l"y-1,_,,4 &- __, State License Number:l,¢G .42 X-2 r y Y Contractor Address:_�l 7 d a ,o t Telephone: cto l t-_ro f" ax: 1 S 2 - CSS Describe proposed use and work to be done: Present use of land or building(s): Valuation of proposed construction: What are the dimensions of the added space: 22- feet x 24 feet Will the added area be heated and cooled? T,S New electrical or increase in service? do Add plumbing fixtures? Alo Add fireplace? we Add heating/air conditioning? i d.(� Is approval of Homeowner's Association or other private entity required? ✓ If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal of any trees? [-NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑NO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed constriction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ei.atlantic-beach.n.us Page 2 Revised 8/04 G' In addition to constriction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structuress,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing strictures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application-is correct. Signature of owner. rf_JF Dom: 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 type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signahue of Contractor. 1��.Iez Date:_ d, 6 �, Address and contact information of person to receive all correspondence regarding this application(please print). Name: 4 ,. 4- W'a -4 Z, Mailing Address: f6 /7 e Telephone: y> �.cue E y Fax: 2f Z.,r S i E-Mail: s 00 j */_4/,," � AS TO OWNER: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR- Sworn ONTRACTORSworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.cLatkutic-beach.dus Page 3 Revised 8/04 Dec 27 05 03: 00p Sa 1 1 3 Corp• (904 ) 355 -7192 Dec 27 . 2005 10:42AM Selva Linkside H OWNERS A5S8CiATiON, 114C P.O. Box 330026�r� A-r6miiC BEACII, Lt_32233 December 27, 2005 Ric&Laura Lee Hostetter 1617 Linkside Drive Atlantic Beach, FL 32233 Dear Mr.. &Mrs. Hostetter- This tetter references the Architectural Review Committee Request Submission Form, dated November 27, 2005, seeking A.R.C. approval of your plans to construct a 19 x 22 addition with a covered patio and a 22 x (10 to 17)foot splash pool to the rear of your home and to enlarge your existing driveway. The Architectural Review Committee has reviewed the documents submitted for A.R.C_ consideration and hereby approves your requests. Their approval is based on the documentation submitted for their consideration and any deviation from the pians, specifications, materials and/or colors outlined in those documents will result in a halt of construction or a removal of the item(s) at your expense. Please secure the necessary permits from the City of Atlantic Beach. If you have any additional comments or questions, please do not hesitate to contact us. Sincerely, AAIA- �)' .Floyd Manager Selva Linkside it Owners Assoc., Inc. MAP SHOWING_._�QN_DARY SURVEY OF LOT 104, SELVA LINKSIDE, UNIT 2 AS SHOWN ON PLAT RECORDED IN PLAT BOOK 47 , PAGES 85, 85A AND 85B, CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PORTION OF SAID LOT 104. FOR POINT OF BEGINNING COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 104 AND RUN IN A NORTHWESTERLY DIRECTION ALONG THE ARC OF A CURVE IN THE NORTHEASTERLY RIGHT-OF-WAY LINE OF LINKSIDE DRIVE (A 50 FOOT RIOHT-OF-WAY), SAID CURVE BEING CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 75.00 FEET, A CHORD BEARING AND DISTANCE OF NORTH 32' 52' 35" WEST, 7 .06 FEET TO A POINT; RUN THENCE NORTH 64' 15 44„ EAST, A DISTANCE OF 37 .00 FEET TO A POINT; RUN THENCE SOUTH 25' 44' 16” EAST, A DISTANCE OF 7 .00 FEET TO A POINT ON THE SOUTHERLY LINE OF SAID LOT 104; RUN THENCE SOUTH 64' 15' 44" WEST, ALONG' SAID SOUTHERLY LINE, A DISTANCE OF 36.12 FEET TO THE POINT OF BEGINNING. FQR• CEHTEX HOMES ORFQRAT I ON NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. «RriF�E� ro: t,uu �► IEE wQZo 570WA,pr Tir,c or-` ,dq�r ©F 5�C7/DN TOvvn/SIa/r� 2 SOUTi;, .4.yNDE Z9 'FA 5T G'STE6� ftjvCE P i 2 i' y ` ow vef a tV 100ing' bdivteiotl *ad otho► teo.i ad /-sroay s/✓cca reEyte11011a, (�does 110r Q 10Nezz4va v �� NuYft COde and Ow Ismonce of� IWM, Ste ami Federal perp► b eedv.lit.9o1 01 newt be signature of the City of [/kq ra vA�dBagFl�Ctn v @ Q \ 6 8ea0h Bui I prior fa tt}la ti7)N�llpr��a Q SY FI fICML o,rvH)'3 Q 9 it W v `Q X11 .: - 1v d�� J �1�� ' :....,,��•: Zl,l' 12.5 1�r iApWA •/' til ar. 'e ire �.9C.- �t21, ;; 4,'� ad if, Y' W. . A1JR? a:33"w-tpG'l�M�zac' 7 11;C ,uars•: s'ouvo .Au co„17, aa-4. 7' -CcXl1 'oELL/SVG /0-.7/- 95 410TA. 0041oVA? ALL =RN"y. HEMY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION,MEETS THE MINIMUM LEGEND: TECWf*CAL STANDARDS,FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61017.6.FLA.ADMINISTRATIVE CODE Orour+o-No 01 (P11�b'iJANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT.THERE.ARE NO VISIBLE ENCROACH- "T E, NCROACH.-THE,SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS.SURVEY. 1 N2'f01Ra/OIOM�6 G21'! �n M� 0 1vr•I1V 0"•L.s,1701 xI[A[ 7 A TE THE LOT SHOWN HEREON IS IN FLOOD &R.L. NRLDWO OOtTMCTov I= ZONE -x' AS SHOWN ON THE FLOOD INSURANCE RALE CLARSON AND ASSOCIATES, INC. A CIMrIIAL s""I MAP, COMMUNITY PANEL No 12001$- D00" tO DATED 4••/7 AS 1N7 NALGO AYE. JACK6011VILLt.FLA 32207 O HADIus A AAC OgTAKI CN. C009RD NOTAN" • C. ►0111"OF CURYATUM SURVEYED c/.4NuA/2y 17 19 95 ' K r.T. romT of TAMOIncr •SCALE: J/'x sO, REGISTERED 6vavEtiva NO r34/. FLA P.M.C. roll"or"@'SIDS cum r14-fB A• fd/LL PC.c. .olw,or eorrouns a"Ma FB.SGH.fis.9/ FB.SSL, AV .6a FIELD BOOK --927 Pa. 46 Page I of 1 IWO ...._.....__a.....__...._.._........_..._.._.. http://maps2.coj.net/output/jaxMapsP—GISMAPI 3428392814068.png 1/11/2006 h�. r Permit Nutpber Tax Folio Number f 1yy�gr(g�-�Tq{�•y'� I,�/�p,y�{1 '�'�/,y■p�/,�� ��T{C��7��e�J/p����7`-r-�p� r. • 1N9.�' Jl J0.i,/JI...I AJ R' COi�l�1� E l VJL1A�Aii.Jl `I Jti STAT E,.0Vi 1�'J�QVJDA. CogTT`I'I'y��QRr•16gT`V�Ab.. THE UNDERWIJED hereby gives notice that itnprovetnent will be mad to certain real propos y,:tinc i'r accOr•dwice with Chspter 713,Florida Statutes,the following information is Providpd•in this Notice of Commencement. 1. De, scriptiorr of property: 2. General d.escrigtiot�of improvement: 3. Owner'information: 1. Ntime and Address: 11te 4 L_,,,ca Loa 14 2. Interest Irl property: g,r,t., ,C 3. Nirme and address of fee simple titlelr Ider(oth 'than owner): 4, Coritactor's n6iiie and address: C..W41i't� a.' Piiond number: C10VJ .ryr t'd`6j' b. Fax number: / o�tJ a z-5sy4 5, Surety intormation: a, Name.and address: b. Ph6naNwnber: A _ d.. Fax iiumber: A. Amount of Bond: 6, :Lender's name and address: a. Name ana address: b. Phone Number: 7: Person within the State of Florida designated by owner upon whom notices or other docunlents•rnaybe served as provided by 713.12(1)(a),Florida Statutes. a. Name and address: _ b. Photiel number: c. Fail number: I B. In addition to lutuselE%ltersel ,owner designates of ' to receive a copy of the Lienor's Notice as provided in Section' 13.12(1)(b),Florida Statutes. 9. Expiration date ofNotice of Cornrnencement(the expiration da a is one (1) year from the date of Recording unless a different dat ecified) / 6 Signature of Owner: r Sworn to and subscribed before me this day of Notary: I�nown personally/1D shown: _ t ,Z�Z� l My conunission expires: r,,,5;9' TERRY HENDRY ;.= MY COMMISSION N DD 463086 EXPIRES:November 30,2009 eanw rhm Nolery Flu*UnoemMrore FORM 60OA-2004 EnergyGauge®4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: ADDITION#1 Builder: REED BROS.CUSTOM NOME Address: Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North j1. New construction or existing Addition _ j 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap: 12.0 kBtu/hr - 3. Number of units,if multi-family 1 _ SEER: 13.00 _ 4. Number of Bedrooms I - b.N/A - 5. Is this a worst case? No 6. Conditioned floor area(112) 396 ft' _ c. N/A - 7. Glass type I and area:(Label reqd.by 13-104.4.5 if not default) - a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default) 35.5 ft' _ a. Electric Heat Pump Cap: 12.0 kBtu/hr _ b. SHGC: HSPF:8.50 _ (or Clear or Tint DEFAULT) 7b. (Clear) 35.5 ft2 - ; b.N/A - 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0,62.0(p)ft - c. N/A I b.N/A c. N/A - 14. Hot water systems 9. Wall types a. N/A _ a. Frame,Wood,Exterior R=19.0,558.0 112 - - b.N/A _ b.N/A _ c. NIA i - - d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ ( DHP-Dedicated heat pump) a. Under Attic R=30.0,396.0 ft2 j 15. HVAC credits _ b. N/A - j (CF-Ceiling fan,CV-Cross ventilation, c. N/A - j HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0,30.0 ft MZ-C-Multizone cooling, t b.N/A MZ-H-Multizone heating) Glass/Floor Area: 0.22 Total as-built points: 4945 PASS Total base points: 5048 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this yok ST�1A 0� ' Code. calculation indicates compliance y ,,, ___,•, � � PREPARED BY: l� G-, �.Io�V � 16. , with the Florida Energy Code. DATE' Before construction is completed a this building will be inspected for u I hereby certify that As building,as designed, is in compliance compliance with Section 553.908 with the Florida Energy Code. ! Florida Statutes. c0D W8 � OWNER/AGENT: 1 BUILDING OFFICIAL: DATE: DATE: 1 Predominant glass type. For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.0) FORM 60OA-2004 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , . , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 396.0 20.04 1428.5 Double,Clear N 1.0 1.0 10.0 19.20 0.71 136.5 Double,Clear S 8.0 1.0 54.0 35.87 0.43 836.6 Double,Clear E 1.0 1.0 25.0 42.06 0.52 544.5 As-Built Total: 89.0 1517.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 19.0 558.0 0.90 502.2 Exterior 558.0 1.70 948.6 Base Total: 558.0 948.6 As-Built Total: 558.0 502.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 40.8 6.10 248.9 Exterior 40.8 6.10 248.9 Base Total: 40.8 248.9 As-Built Total: 40.8 248.9 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM= Points Under Attic 396.0 1.73 685.1 Under Attic 30.0 396.0 1.73 X 1.00 685.1 Base Total: 396.0 685.1 As-Built Total: 396.0 685.1 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 62.0(p) -37.0 -2294.0 Slab-On-Grade Edge Insulation 0.0 62.0(p) -41.20 -2554.4 Raised 0.0 0.00 0.0 Base Total: -2294.0 As-Built Total: 62.0 -2554.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 396.0 10.21 4043.2 396.0 10.21 4043.2 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 5060.2 Summer As-Built Points: 4442.5 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 12000 btuh,SEER/EFF(13.0)Ducts:Unc(S),Unc(R),Gar(AH),R6.0(INS) 4443 1.00 (1.09 x 1.147 x 1.00) 0.263 1.000 1458.2 5060.2 0.4266 2158.7 4442.5 1.00 1.250 0.263 1.000 1458.2 EnergyGaugeTM' DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: . , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Point .18 396.0 12.74 908.1 Double,Clear N 1.0 1.0 10.0 24.58 1.02 250.3 Double,Clear S 8.0 1.0 54.0 13.30 3.66 2628.1 Double,Clear E 1.0 1.0 25.0 18.79 1.29 604.0 As-Built Total: 89.0 3482.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 19.0 558.0 2.20 1227.6 Exterior 558.0 3.70 2064.6 Base Total: 558.0 2064.6 As-Built Total: 558.0 1227.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 40.8 12.30 501.8 Exterior 40.8 12.30 501.8 Base Total: 40.8 501.8 As-Built Total: 40.8 501.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 396.0 2.05 811.8 Under Attic 30.0 396.0 2.05 X 1.00 811.8 Base Total: 396.0 811.8 As-Built Total: 396.0 811.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 62.0(p) 8.9 551.8 Slab-On-Grade Edge Insulation 0.0 62.0(p) 18.80 1165.6 Raised 0.0 0.00 0.0 Base Total: 551.8 As-Built Total: 62.0 1165.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 396.0 -0.59 -233.6 1 396.0 -0.59 -233.6 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT Winter Base Points: 4604.5 Winter As-Built Points: 6955.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Electric Heat Pump 12000 btuh,EFF(8.5)Ducts:Unc(S),Unc(R),Gar(AH),R6.0 6955.6 1.000 (1.069 x 1.169 x 1.00) 0.401 1.000 3487.1 4604.5 0.6274 2888.9 6955.6 1.00 1.250 0.401 1.000 3487.1 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 1 2635.00 0.0 1 1.00 2635.00 1.00 2635.0 As-Built Total: 0.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 2159 2889 0 5048 1 1458 3487 0 4945 PASS j I19E Sr t tr r��oD WE � EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at comers;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked cir breaker(electric)or cutoff(gas)must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGauge'"' DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 Cit}p�� o-f__�A_t�l_antic Beach • eee Q1iTZ RECEIPT fee Open BG Types OC Drawers 1 Dates 2/23/16 N Receipt nos 35331 Describtin 32�ity Amount BP BUILDING PEW1TIS 1116. Tender detail otal tendered 17671 HOMI Total payment $Is& ! Trans dates 2/23/16 Time: 11s35sl6 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032384 Date 2/23/06 Property Address . . . . . . 1617 LINKSIDE DR Tenant nbr, name . . . . . . ADDITON 200 AMP 240 VOLT Application description . . . ELECTRIC ONLY Property Zoning . . . . . TO BE UPDATED Owner Contractor -------------------- - - -- ------------------------ HOSSETTER GATEWAY ELECTRIC COMPANY 11246-19 DISTRIBUTION AVE E ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 268-0275 ------- --------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 =--------------------------------------------------------------------------- Special Notes and Comments 200 AMP 240 VOLT METER # 26892834 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS AJPPROVED ONLY IN ACCORDANCE WITH AL1, CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING,�60CS. BUILDING OFFICIAL CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: c� Property Address: �— Owner: ;0'Lt6 Telephone#: Contractor• k �ik) Telephone#:�/G$ • Z�S Contractor Address: It 2A to s4r,to v 19 Fax#: 7—V E Contractor Signature: _.�A �_ In consideration of permit given for o th as de!cribc8 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 Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New ❑ Residence ❑ Temp. ❑ New being done on this building Old ❑ Commercial ❑ Signs ❑ Increase Or site,list the building $n Permit number: ❑ Re-wire Dw"A"ddition Sq.Ft.3e I& ❑ Repair Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS C� PH W VOLT WAY Meter Number q a Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Q Receptacles CONCEALED OPEN Switches l.a �e— Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea.—Sign Miscellaneous 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800• Fax: (904)247-5845• httm:i q„�s,.ti.si.atI..ntic-i :ach.*..as Revised 1/04 1If Citv of Atlantic Reach * CUSTOMER RECEIPT Loerl' ORDERS Tvoe: QC Drawer: 1 date`. 2115106 00 Receiot no. 33307 Descriotion Quantity Amount 2006 332277 BP BUILDING PERMITS 1.00 1135.00 TGriuer detail L t, 1i!ECti 27730 $16, .00 Totai tendered $135.00 oavaent 1135.00 'ra-.s gate: 2115/06 Time: i2-.32:48 S CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032277 Date 2/15/06 Property Address . . . . . . 1617 LINKSIDE DR Tenant nbr, name . . . . . . NEW POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 12000 Owner Contractor --- --------------------- ------------------ ------ CENTEX REAL ESTATE KERRY MARTIN POOL BUILDERS INC 6620 SOUTHPOINT DRIVE 9740 SAN JOSE BOULEVARD JACKSONVILLE FL 32216 JACKSONVILLE FL 32257 (904) 262-2384 ----- ----------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 90 . 00 Plan Check Fee 45 . 00 Issue Date . . . . Valuation . . . . 12000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 90 . 00 90 . 00 . 00 . 00 Plan Check Total 45 . 00 45 . 00 . 00 . 00 Grand Total 135 . 00 135 . 00 . 00 . 00 A PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUIL OFFICIAL CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEPARTMENT 800 Seminole Road .oerr � ~ Atlantic Beach,Florida 32233 J,3 13 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application #_� 6 ' 322--7 Property Address: bri'f Applicant: r rAfiy-jidev 5 Project: (�� �6 e f This pe pp, cation has been: Approved r7 Reviewed and the following items need attention: Please re-submit yo application these items have been completed. Reviewed By: Date: —U 7'676 Date Contractor Notified: CITY OF ATLANTIC BEACH POOL PERMIT APPLICATION Date: Job Address: G/� 5`/7� ' j L /z— 32 Z 3-3- Owner: Phone: 3a 3 Contractor: k�� Mvi ig -,l:r,.,> -+ Phone: ,2 7 -.a3 ,7l Address: q 7110 .Syn.v Fax: ,;Zed 2 - -2719 City: �1'ya�ll�c,,, �,,�t l� State: /,4- Zip Code: 3-7-2, -s1 Valuation of Proposed Construction: Z-27 uv« Gallons: 1.2 C.r<, _ *Impervious Surface Calculation: ' t >" a c • Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. This calculation should reflect the total area of impervious surface to he added under this permit,such as sidewalk, `Cooldeck',pavers,etc. / Is approval of Homeowner's Association or other private entity required? ✓ If yes, please submit with this application. 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 Atlantic Beach ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Recent Survey—including all existing impervious areas,with calculations showing percent of lot coverage. 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ei.atlantic-beach.tl.us I hereby certify that all information provid d with this application is correct. Signature of Owner: Date: aZ` )" 0 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 type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules, regulations, ordinances,or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: �'�"\ / / L —" Date: l I ' 0 AS TO OWNER: •• '' .. � Sworn to and subscribed before me this ` S� day of ��J'l _ 200 (.1 State of Florida,County of Duval Notary's Signature: ANN W. PERTIERRA Personally known Notary Public, State of Florida My comm. exp. Feb. 3, 2007 ❑ Produced Identification Comm, No: Dn 182365 Type of Identification Produced AS TO CONTRACTOR: Sworn to and subscribed before me this 15 day of ,20 b (c . State of Florida,County of Duval Notary's Signature: t^- ANN W. PERTIERRA Notary Public, State of Florida Personally known My comm. exp. Feb. 3, 2007 ❑ Comm. No. DD 182365 Produced Identification Type of Identification Produced 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ei.atlantic-beach.fl.us ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =86.8 The higher the score,the more efficient the home. 1. New construction or existing Addition 12. Cooling systems 2. Single family or multi-family Single family a. Central Unit Cap: 12.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 13.00 _ 4. Number of Bedrooms 1 _ b. N/A _ 5. Is this a worst case? No 6. Conditioned floor area(ft') 396 ft' _ c. N/A _ 7. Glass type l and area:(Label reqd.by 13-104.4.5 if not default) _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default) 35.5 ft' a. Electric Heat Pump Cap: 12.0 kBtu/hr _ b. SHGC: HSPF:8.50 _ (or Clear or Tint DEFAULT) 7b. (Clear) 35.5 ft' b.N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0,62.0(p)It _ c. N/A _ b.N/A c. N/A L 14. Hot water systems 9. Wall types a. N/A a. Frame,Wood,Exterior R=19.0,558.0 ftZ b.N/A b. N/A _ c. N/A Y _ d.N/A V_ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0,396.0 ft' _ 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan. 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0,30.0 ft _ MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building TtIE ST Construction through the above energy saving features which will be installed(or exceeded) .y04 in this home before final inspection. Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: a Address of New Home: City/FL Zip: c0D W'E *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar'A'designation), your home may qualms for energy efficiency mortgage(EEK) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. 1 Predominant glass type.For actual glass type and areas see Summer&Winter Glass output on ages 2&4. $nergyGauge®(Version:FLRCS�B v4.0) - Feb. 1 . 2006 2:47PM No-1908 F. 1 4 S'elva Linkside H OWNERS AssocIATIoN, INC P.O. Box 330026 Arbwdc BfAdk, FL 32233 December 27, 2005 Ric& Laura Lee Hostetter 1617 Linkside Drive L� �y Atiantic Beach, FL 32233 � N Dear Mr.. &Mrs. Hostetter- This letter references the Architectural Review Committee Request Submission Form, dated November 27, 2005, seeking A.R.C. approval of your plans to construct a 19 x 22 addition with a covered patio and a 22 x(10 to 17)foot splash pool to the rear of your home and to enlarge your existing driveway. The Architectural Review Committee has reviewed the documents submitted for A.R.C. consideration and hereby approves your requests. Their approval is based on the documentation submitted for their consideration and any deviation from the plans, specifications, materials and/or colors outlined in those documents will result in a halt of construction or a removal of the item(s)at your expense. F%ne secure the necessary permits from the City of AdlaMk Beach. tf you have any additional comments or questions, please do not hesitate to contact us_ Sincerely, "fik iters Floyd Manager Solve Linkside If Owners Assoc., Inc_ Feb. 1 . 2006 2:30PM No. 1905 P. 1 Selva Linkside II OWNiERs AssociATION, INC P.O. Box 00026 Arim-dc Beck, FL 32 3 March 23, 2004 Ric&Laura Lee Hostetter 1617 Linkside Drive _ Aftntic Beach, FL 32233 Bear Mr. &Mrs.. Hostetter. This letter references the Arc Kdectural Review Committee Request Submission Form,-dated July 30, 2004, seeking A.R.C. approval of your plans to install a bulkhead at the take bank at the rear of your home(approx. 112 feet). The Architectural Review Committee has reviewed the documents submitted for A.R.C, consideration and hereby.approves your request. Their approval is based on the documentation submitted for their consideration and any deviation from the plans, specifications or materials:outlined in those documents will result in a Mt of construction or a removal of the ltem(s)at your expense. Pkmw sure the necessary pwmit frosts the C.fty cif Attanffc f.3each. If you have any additional comments or questions, please do not hesitate to contact us.. Sincerely, Ka Floyd Manager Selva Linkside It Ownem Assoc., Inc. i 1 1 CITY OF ATLANTIC BEACH cc: BUILDING / ZONING DEPARTMENT 1� L. Hi in 800 Seminole Road Atlantic Beach,Florida 32233 oe (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 66 - 32 2- 7 7 Property Address: 11e12 Applicant: /` �Y� a A Project: A4,&2 oaf T,L�pe This permit application has been: � Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: j j , Dater Date Contractor Notified: MAP SHOW1N.Q . DARY SURVEY OF LOT 104, SELVA LINKSIDE, UNIT 2 AS SHOWN ON PLAT RECORDED IN PLAT BOOK 47 , PAGES 85, 85A AND 85B, CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PORTION OF SAID LOT 104 . FOR POINT OF BEGINNING COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 104 AND RUN IN A NORTHWESTERLY DIRECTION ALONG THE ARC OF A CURVE IN THE NORTHEASTERLY RIGHT-OF-WAY LINE OF LINKSIDE DRIVE (A 50 FOOT RIGHT-OF-WAY) , SAID CURVE BEING CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 75.00 FEET, A CHORD BEARING AND DISTANCE OF NORTH 32' 52' 35" WEST, 7.06 FEET TO A POINT; RUN THENCE NORTH 64' 15' 44" EAST, A DISTANCE OF 37 .00 FEET TO A POINT; RUN THENCE SOUTH 25' 44' 16" EAST, A DISTANCE OF 7 .00 FEET TO A POINT ON THE SOUTHERLY LINE OF SAID LOT 104; RUN THENCE SOUTH 64' 15' 44" WEST, ALONG' SAID SOUTHERLY LINE, A DISTANCE OF 36.12 FEET TO THE POINT OF BEGINNING. PQR: CEI X I_ f0! t3�Q},ePRAT I ON NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. CERT/F/E/> 710 L,41_(,4?A i EE y✓DGO ' /-1c ri��'}QULf1'.�'ti J-/TL r 8' GCi.4�:=.•v/��r y' c�D. 57,c5WAA27 T/TL c n` L44�ek 5UNl/iGL E, LAIC T J a- SEC;r/ON d, 70l'✓A,5_1W 1P 2 S5J&7Zr', RANI E 29 EAS% '-' .. G'STEk'.( ft.vftr•�\\ Jv G79���i'UQ � ��.�' r1u l Z3 G' N N; ' VI 1 e v' /-S7DkY s:✓CCO �p ow'E[c�:✓t. o IWZ Ali e� 14 /3*".eAVe I N Q 1` I\ Q �' .•'i GV.(/2.901 ~ J 113 a.5 Q� oI m r2.SIC of Atl"AW • �+ Ali �a ° This a rq. tlNlh ,� R7 ` / 0 n I ag",.=su s ind et N Ie"I nd 9` sG•9 �� `• .i' i(;"& 10 TO ions, but does not Q ' 2' •bb' " a.p th# suaTtee of pemoc c"" � \ �.. ;- g' $ Id i g Code and MOW o, 51" 10 t and Redbrml p � " 4 C �1 be verified by sig tura of MN CNy of 1i „ ��y. d a ch Building OM prior to 11M C /�/4!sf� •.�;� x'.`�'�c ;%Gb 5 .' '' ��tu Building Perm)t,) J '�O'�'ivr- ..� s�•�. .dam. N °�' � , C05 Dved By: l��',' .'• / Date: d� f rQ-P ,`'� �t �/ � o a?i�'Z9"i,4�•IS.Od�a'7.a6' 1 fro YW,04r L7 ELL/ 16 /D-9/- 95 NClT6: iD<JN1/ AL1 ea,eN6R5• HEREBY'CERTIFY THAT THIS SURVEY• PERFORMED UNDER MY RESPONSIBLE DIRECTION. MEETS THE MINIMUM LEGEND: TE0110CAL:STANOARDS.FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17.6.FLA.ADMINISTRATIVE CODE rsouao-no 01 •` -04Ps MT TO SECTIOy'472.027,FLORIDA STATUTES}.AND FURTHER CERTIFY THAT THERE.ARE NO VISIBLE ENCROACH- • CONCONTA MOMMRT ;IyIENT :4 PON.sTNE:S,t,WEC.T PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. • t�:-FgtIIO Np"/d ctr9 L1002 Qi IFICATE:,THE LOT SHOWN HEREON IS IN FLOOD &N.L. MIILOWO N&TRICTTOW LR! ZONE -X,. AS SHOWN ON THE FLOOD INSURANCE RATECLARSON ANo ASSOCIATES, INC. n .1 MAP, AMU MAP, COMMUNITY PANEL ND 120015- OOU DATED 1l17 NALDO AVE. JACKNONVILLE. FLA 32201 ! RADIUS A AAC04a11�TAAC! CN. C140RO MIAMI SURVEYED d-41VL/AhV)1 2 7 19 95 ! 4f• � i.. roWT w TMOICUPIVACT a ►pIMT O/TA+IOlMCT ` •SCALE: /& 3Q� REGISTERED SURVEYOR ND !eG/. FLA ..A.C. "mT of"Vaasa cum q c/lJSE A• .[•�iLL ►c•c. MKT OF Cowou"O Tan. --Y---.i.. L'W~ flAAri FB•SG 3,fie.9/ f E3.,53 G, Pa 40 FIELD COOK 5.37 P0. 46 Properte�j. Line MARTIN — — — — — — — — — Q- — MARTIN" POOL&SPA POOL 6 SPA � I S ++• 2 Main Drains Family Room 4J LCovered ✓,,,, V x. �i �^x u Patio Y � Pool�teP,: '> 5wimout Fool Light Fxisting House Existing House 610 11ZL NOTA: All Measurements Are A7 � ��'W a=iL /7 rr'Luw:t 7pt�L Approximate i c u For illustration Only u Actual Layout May vary ILi i 4N� IWARTIN POOL &.SPA 9740 San Jose Blvd. G�le� �/Q�1 _ 1—Oq Jacksonville,FL 32257 (9(4)262-2384 J V Q t {�crry Martin Pool E)uilders,Inc. Phone: 904-262-23 84 Designed 63: esi ned Rick H. " 9740 san,Jose glued. John Marcy D for: ,Jacicson�ille FL 32257 �ax: 904-262-8778 1111712005 FL, Fool CrossSection ._ jin :::: r Mam Drabgg t NiAc r ::::::::►::::.:::*:: :::�:::�=:::*::: ::::: :::::.:. 5(No5t«lbekindN;chc) r . . . . . . . . . . . . . . . . . . . . . (No eel UndcrDri: :r: : r: : :a: : : : 03 Rcbar NOTA.: Rebar to be tied ��� 12°,O.C.-T.F at ever� otker bar Gravel Rock bed' under sauces to be overlapped i PI(� Main Drain (if ncc�cJ) 0 L G 8 " to 12- . . . . . . E-- 8' deep orgreater �r 3 Rebar add 3 rebar vert. rr every 6 — starting AFFrox 2'--0" 4'-6" from form ext. approx. 2' into floor Concrete i cpcn,:�, MARTIN MARTIN POOL & SPA POOL F SPA ;x��;�7 �,,�.y364 0015 8' Deep or Greater) 9740 San Jose Bnd. Jaokso wWd.FL 1.57 f°o+l 262-2W 1. THIS SAFETY VACUUM RELIEF SYSTEM IS A w < k NON-MECHANICAL VENT SYSTEM THAT.MILL LIMIT THE m TRANSMISSION OF SUCTION AT THE OUTLET TO A MAXIMUM I O F e F NC Li <• OF 4.5 HES OF MERCURY <z y= APPROVED SWIMMING POOL do SPA 2. THIS SYSTEM IS A BACdCUP TO PROVIDE SUCTION RELIEF 9t0U1[)ENTRAPMENT OCCUR. DUAL MAIN DRAIN ATMOSPHERIC VENT (SVRS) & POOL.AND SPA SUCTION INLETS SHALL BE PROVIDED COMPLIANT WITH SECTION 424.2.6.6, FLORIDA BUILDING WITH A.COVER THAT COMPLIES WITH ANSI/ASME A112.19.8 CODE FOR RESIDENTIAL APPLICATIONS. 4. ALL MANUFACTURED SUMPS SHALL COMPLY WITH ANSI/ASME A11219.8. IF A HELD-BUILT SUMP IS USED, ITS C ONSTRUC71ON SHALL COMPLY WITH THE MINIMUM DIMENSIONS SHOWN N FIGURE 1. O 1 5. THE VELOCITY ON THE SUCTION SIDE OF THE Floie 1 VENT PIPE ANALYSIS-MAXIMUM LENGTH N 00 ENTRAPMENT AVOIDANCE CIRCULATION SYSTEM SHALL NOT EXCEED SIX(6) FPS fV Co FIELDBUILT SUMPS n n o Ln 6. CHECK VALVES CANNOT BE INSTALLED ON THE PIPE SIZES AVERAGE VELOCITY VENT PIPE MAXIMUM SUCTION SnTEM- Minimum_Sized' (Typical)_ INCHES FLOW GPM FT. PER SEC. SIZE LENGTH-Fr. D"Inside Diameter of Pipe In d' 7. THIS SYSTEM SHALL BE INSTALLED AND TESTED BY A 2" 60 5.74 1 1 2" 32 QUALIFIED. LICENSED SWIMMING POOL PROFESSIONAL W CA & THE VT UNE LENGTH MUST NOT EXCEED THE TOTAL 2" EN1/2" 100 6.7 1 1/2" 54 LENGTH OF THE MAIN DRAIN UNE � 1^ is=� 1.$D 1.5Dl+SbY 2 1 2" 110 7.37 1 1 2" 60 = U_ 9. VENT OPENING MUST BE COVERED WITH WIRE MESH J - D- SCREEt TO PREVENT INSECTS, DEBRIS COLLECTION AND " " 73 135 BACTERIA D fl _ 3" 145 6.29 1 1/2 79 7.59 3 175 10. LABEL VENT: POOL SAFETY DEVICE- DO NOT HANDLE -- F u 4• 3 5 8.19 95 D ;f— D �' ra 1 1 2" 177 (2) 90'BENDS Min �. I,I� V A lg This analysis Is based upon maintaining the length of pipe below the operating level of the pod, H m - vertical and horizontal, to vacate within 3 seconds based on the size of the pump and the average flow rate. Due to the hydraulic gradient caused by the pump and piping, the vent line should be located as dose to the tee at the dud main drain, as possble with a maximum Q� distance of 12•. LLJ Q O - ,- _ 1.5D . `_ z Q M 1) 90-BEND �.r�rr UE 1 = -- This document Is the intellectual property of HCE and cannot be reproduced in whole or part �--�I 0 M ( � L. 0 _* r D - __ without the expressed written approval of HCE This document is not valid without the seal of ID 1 t Jason W. Rico P.E. couRTt r oa: Z W U W Z '"' LLI MAIN DRAIN C � Z W Q —1—M - 0 5 O W POOL 1• VENT LINE— AIN DRAIN , \ Z I 0 InIn W Z O SAFETY VACUUM RELEASE SYSTEM (SVRS) _ au HORNER W 1 CONSULTING ENGINEERS, INC. 3 Z W C7 Z DATE ICA" APPROVED DRAWN BY: JWR 5 in 1Hts DEUSE O T�OEAS IKKMIS INCORPORATED ANDZ HER + AN INSIRtamrr or PNAL 50r , TW CHECKED BY: JWR PrjQPMW W IDIGINMRS AM IS WT 10 BE USM IN JAN 1 DATE:1-11-05 TM OF NO alt soN w RICE.P E HCE#n�a = CONSUL7nr6 ENGNEB S LICENSE/68742 EXPIRES 2-28-2006 PAGE 1 OF 1 ti l' CITY OF ATLANTIC BEACH } POOL PERMIT APPLICATION Date: ., Job Address: /,. 17 ZIN 1 2"i�G 7`4 Owner: _ Phone: ,ZF-�� C' 3 Contractor: ' Phone: ,1 ,i -,2 S z Y Address: `1 71,: 41 i,_A Fax: 21.. - - `Z7 i 2 City : , 1%(,�c ,= j /: . State: /f c- Zip Code: Valuation of Proposed Construction: 127&cc, Gallons: 1.2 1 *Impervious Surface Calculation: ' " i. 1:$a k^ :S c 1 • Swimming pools shall not be considered as Impervious Surfaces because of their abilit)� to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. This calculation should reflect the total area of impervious surface to he added under this permit,such as sidewalk, `Cooldeck',pavers,etc. Is approval of Homeowner's Association or other private entity required? ✓ If yes, please submit with this application. 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 Atlantic Beach ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Recent Survey-including all existing impervious areas,with calculations showing percent of lot coverage. 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atlantic-beach.fl.us 4 I hereby certify that all information provided with this application is correct. Signature of Owner: Date: - 01L 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 type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: 1'�" / / >-ytL --- Date: AS TO OWP:FR: Sworn to and subscribed before me this �s day of 1200 (,-, State of Florida,County of Duval -- Notary's Signature: VV V,\ ANN W. PERTIERRA © Personally known Notary Public, State of Florida My comm. exp. Feb. 3, 2007 ❑ Produced Identification Comm. No, On 182365 Type of Identification Produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of20 D (o State of Florida,County of Duval Notary's Signature:Ca h,Vn... ANN W. PERTIERRA votary Public, State of Florida personally known My comm, exp. Feb. 3, 2007 ❑ Produced Identification Comm. No. DD 182365 Type of Identification Produced 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ei.atlantic-beach.f.us t NOTICE OF COMMENCEMENT State of /-14 Tax Folio No. County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT, Legal Description of property being improved: /ey -1w 4 a," 4,;,,X-1 s �1� c,a .� - Address of property being improved: 14,17 General description of improvements: 1 w; �' �,L Owner: W,� K }.1� 5�a'7'�KrL, Address: %(v/'7 Owner's interest in site of the improvement: x.2.2 3 3 Fee Simple Titleholder(if other than owner): Name: Contractor: -X;z>e le, Address: R 7t& .tau � o�& �3 L�r� ��o ,rsc l /='L 3..2 2—S 7 Telephone No.: 96,1 X&.2- Z 3 y! Fax No: Surety(if any) Address: Amount of Bond$ Telephone No. Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER `J! Signed: ��~ Date: Before me this 3( day oK e>(— in the County of Duval,State Of Florida,has personally appeare __Z c \er ANN W. PERTIERRA Notary Public at Large,State of Florida,County of Duval. Notary Public, State of Florida My commission expires: My comm. exp. Feb. 3, 2007 Personally Known: ✓ or Comm. No. DD 182365 Produced Identification: r City of Atlantic Beach *** CUSTOMER RECEIPT *** Ooer: DSMITH Type: OC Drawer: 1 Date: 2/28/06 01 Receipt no: 36351 Description Quantity Aeount 2M 32149 BP BUILDING PERMITS 1.00 4125.00 Tender detail CK CHECK 2896 $125.00 Total tendered $125.00 Total payient $125.00 Trans date: 2/28/06 Tire; 9:32:33 1r/3t1� ' MAP SHO N�� N Y SURVEY OF GINKSIDE, UNIT 2 AS SHOWN ON PLAT RECORDED IN PLAT BOOK 47 , PAGES 85, BSA AND ,JUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, EXCEPTING THEREFROM THE FOLLOWING ITION OF SAID LOT 104. AF BEGINNING COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 104 AND RUN IN A ;rRLY DIRECTION ALONG THE ARC OF A CURVE IN THE NORTHEASTERLY RICHT-OP-HAY LINE OF jDRIVE (A 50 FOOT RIGHT-OF-WAY) , SAID CURVE BEING CONChVj9- TO THE SOUTHWEST AND HAVING �lOF 75.00 FEET, A CHORD BEARING AND DISTANCE OF NORTH 32' S2' 35" WEST, 7.06 FEET TO Y1 RUN THENCE NORTH 64' 15' 44" EAST. A DISTANCE OF 37.00 FEET TO A POINT; RUN THENCE /`25' 44' 16" EAST, A DISTANCE OF 7.00 FEET TO A POINT ON THE SOUTHERLY LINE OF SAID LOT r/RUN THENCE SOUTH 64' 15' 44" WEST, ALONO'SAID SOUTHERLY LINE, A DISTANCE OF 36.12 FELT T'HE POINT OF BEGINNING. j ,!OR: CZNTEI HOMES ¢ORPORATION ✓NOTE. BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. 0.59,61.02,00 rQ. 4,444RA 4E'0 ,W4?Z,0 C.r. x. MOR76,¢GE 00/1IPwA111 MFr/anvot1rQA1 rlrl c a4l,4,i�wAlr v eo. 57*c-w,4R r 7M 15 aF' c/,4 Cir oNtrr4-1 E, IAIC f04R 7. 4F ,SEC 7l,()AI d, 7aW1VSN/P c9 SCC/rti, PW VG-4- e 9,c�'A,5T b`.f7E,AL rrvct Ne�9'24�l10'� � $3-4�' U dtc�- o.� 6a•As' L1� �•oo' f � PA s aETc „Jt / r�.i tl1 7' 1n T P3•`. b 104.6 �w � � :. N d !•970!27'�TUL'GO A' 4 �+ 1+ �, J5"EA✓E5 � � f� � \w � Q � � ♦, F'iNiSN FL�1Q.P a r Q � lNa/ca,4.•¢�oaF�iCilj v " � � Q � � n, o s<�{1iC gG OIItYt/J`9 • `'� �� v Y �h Lf •' :err� �: x�., �:-�" �- � 10 RPI 13 •1L' �'� � ,1S )� � 10'D 0 Cal►�' + c 6'2l.2q";V•Jsou;A2LzaG' �VV MAR l 11996 Hlemc 2 a Building and Zoning ReaA Ap* /MAL SU !le&Yr % -2 •9l.� Ho.•� �`o,.��a .ou caai��as. 7A EQIl> p��/ELL/�/G / •,�/_ 95 .vaTE' uN� Az'd caa vEiQs. I HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61011.6,FLA.ADMINISTRATIVE CODE lPou io- w r, (PURSUAWT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- CONCRETE roRv"Iff MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY 0 1/r•KT IRON•L!.1104 ELOOD rtERTI TE: THE LOT SHOWN HEREON 1S IN FL00P 6.1U. wNLO m MEATR+CTwe VNE ZONE — X AS SHOWN ON 1HE FLOOD INSURANCE RATE CLARSQN Am ASSOCIATES, INC. G CENTRAI ANON[ MAP, COMMUNITY PANEL NID 12(1076- 6"047/ DATED 4-040 1"2 NALDO AVC JACK`ORMLE, FLA 7770? N RADIUS Aft D'lTAMCE CN. CTAN" JA/yuA ? POM Of CUNOAtWO SURVEYED :L-- - )1 2 19 9� r " K ' PA ►DINT Of TAR*VACT E . EOISTMO SURVM NO. tqG/. FLA P.R.c. rolNT of NEVER,! awtrE SCALES 614.fe 4. f+//L4 fc.c VOINT Of cow-Oum om" Py 40 FIELD BOOK 537 Pa. 4r Map Output Page 1 of 1 JAXGIS Property Information 1600 E# Name Address Market Acres Book- Map Legal Descriptions Flood LandUse Zoning EDC Evacuation Value Pae Panel one one Zone 7-85 17-2S- 1617 29E .236 Not in Not in 172374 6120 OLD LINKSIDE DR 10236 .24 08317-556A1 SELVA LINKSIDE UNIT 02 Flood Enterprise AT 2 LAURA LEEN 2411 LOT 104 32233 1 (EX PT RECD O/R 8199- one Zone 528 http://maps2.coj.net/WEBSITE/DuvalMapsPa/toolbar.asp 9/28/2005 LOT 104, 900t .U*93IAE, UNIT 2 AS BROWN ON PLAT *WOXVW IN'PLAT 8Q{►ls 4?.;'.P1�Fi$, 4-W, Bbl 85t£,. cC Amir R*LIC RECt*0S OF DOVAL COUNTY, FLORIDA, VXCUITNO TNftlPRflN T -_ MWCRIEEO PORTION OP SAID LOT 104. FOR POINT OF ago l RI I Mti COMMENCE AT To .avu? B" CORNER OF *x1o, 6O?...104 AND AO9N 'LY BIRMCTION mmc ATM ARC Or a c"WR EN 7'RE 1N7R3t�$i8'(XRLY its=d�.�#fi� LIH�S {� :} 1INRQIl*DRIVE {A bo tOOT*14iXT-or-RIIY), 8D3D tmvs=016 4*01fiivR TO TRRnt A RRIIIIt3 OF 75.90 FEL., A doo" 6NARIN6 ANU DI3TIINCS Ole NQ14TR 42' 52' 35 UP, 7' 7{tXd A PON*; RUM "RWACM NOETN 64'. I5' 44" MAST. A DIMTANCE.-it 37.00 FIXT TO a POI1Mli` Il SOM 25' 44' 26" MAST, A DIBTAI)CE or 7.00 "" TO a PII'I4t'i`.C* "m760IIT$iRI+Y 4ENE � BEELR' 204, RUR TRISM SOM 64' 15' 44" MSP, ALONG'BALD BOU7RIbL1' LIEN, A BI8TANCM OF I? lMlph.. TO "m POINT @F BEOINNIBO. Pm* cmn= mom c2momiam N9TE:_ BL►J1RIM" 3NO4W NXRR"W ARESABMD Op THE ABOVE WNTIONED PLAT, hva�o C.r,X. AAORTS,46F COMPANY M-9 7"V0 AW/rPA,( -/T4, d CrelrbPWAl"Y 61> S7-fw*P /NC. PART 0. SFC RAA/$, AIWIVSN/P e S4h(/9t/, AWA16S a -CAST WSYS"AiWO na 1�0 01. L� � /•sroR7'd;uua � A�W i 4x/EL c/,ve q i % - � Va lfjysr _ IiNX7YlM[lf'�f1R .. .d � N1�d i'IRAFi�R1r'IAKiTJ''t•:�3 Ifici�Mf C51t'1�lik lllllvEY: ;' 111E.�67 SNOwM N61Sm is W Kom 4-w w+ow Tm Row AMUf mm wt CL#At$M'• F a t t - I'd Z6IG-SS6[i061 -d.t00 plies e60=60 SO LZ des �iCT T a 6tiZ� 8584` 60ARTMENT OF BUILOINOJ Lite Paid: 7/ 6/94 CITY OF ATLANTIC BEACH ..,� PERHIT INFORMATION _- _ . :..� , .. LOCATION INFORMATION --- -_-_- Iumbr; X3584 Addl51" .LII*KSIDE TISIVS ° 3�t P t I.I,IIIRO AT ILAN"IC BRACHY IFLORIDA 32233 CrlS�t$ of Warks MOVE-OK TRAILER LEOAL VESCRIPTIOX str Types WOOD FRME Lot 104 Heck Section: Proposed ,U s s SINGLE 'AWLy TOwn�hip RRa» � �iael 'ice s I Code-. 0 Subdivisions. SRLVA LI14"I E 't2 � a: iaitedaIue: ' $4,C30 t o C ALL PLUMBig .00 R7 TIC) 1 ., . . :. ,. ,�� .... APPLICATION FEES ` ST E' P RXIT, S5 .QO dy Pt?INT tiRIVL SOITH WA IMPAC FSE SQ .04 PL 3 1 "' A � � S FSA` @ I Z .. ,4 �s DO .�. 0.'O1 00 NPO )jAT ON Rama» . . R :3TAT �, C; I' T,A;L IMPROVE Q •QQ. gg 'ZRT ESR 'TAS" i3 t�0 -3 Ty3ea s + SEC H "IMPACT PEE C:O S` . S'URCH-1 $C1 ;. ° TIS i 1!IOTICE -ALL CONCRETE FORMS AND FOOTIf4GS MUST fSE INS Tfl*©BEFORE FOURINa " PER' VOID SfX MONTHS AFTER DATE OF ISSUE tlp > BUi4:OING MATERIAL„RUBBISH AND DEBRIS FROM THIS WORK MUST.NOT BE PLACED IN PUBLIC SPACE,AND MUST Be CLEA.REO f 1P AND MAULED AWAY BY EITHER CONTRACTOR OR OWNER ;IRE TO'COMA 'WITH THE MECHANICv EN IVU CAN RESULT IN PttPERTY OWNER PAYING TWICE UtLd1NG IMPROVEMENTS. ISSUPI�-ACCORDING TO-APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIt LATION C31=�ARPLICABLE,PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT tSiU+64 ! Oi10440440 #55.00 1A � ��Jp6/S4 til fel ir 14 213 CI`EP 4RTMENT of BUILoll,a,, CITY 4F�4TLANTIC BEACH x9ropXXT loll P4im t N 0 2t t? Rdd a 7- LI.IdI(I�'IDE' "UIQ. t ' < , R PLOXI 3A 3223 r I t !Wdr x ICI X `TRA -� ; . 3II:,SC dTI� I`I1 .;� r r :* ALNIUN " Lot: w I w I I a .. cad t ubd v x a0VA I.I I S I.CE t, ato, 'IaI x , . Ps .". . O JD } 03 Tit1 7$8 ID U A �pII tai? y 3 RS4, ge` .`` " PxC A. O � 'CATS � T k A .�►�" �'PES N AAIB GlI'a`I AL ,I STA S 3 0 -, Aft ' e Es Y DR I"V y ' ;0 . . NNCT '460 ATL.- " Q NOTE'S. � 01, I i NC3TICE--'ALL CONCRE?'E�©I�S AND FOOTINGS MUST BI:INSPECTEI9:8�F�QRE i�OURING { PSR IT 4IC:SIX MONTHS AFTER DATE` "",SSUt . r to I MATERIA RUBBISH ANI)©E Om tHIS WORK MUST N,OT 8E PLACEd IN I?i18I C SPACE,A It3 IuIIrJST`BE EE?UP AIUD HAULEb AWAY,BY.EITH FR I+CTRACTQR OR C)WIUEF 0 co Y- wl MECHA CAN", ESULT IN' P :FOR Oil U�rACCflFItaINC `{ -777 APPRC3VE©'P'`I ANS WH{CH ARE PART OF PHIS PERIv11T AND,"'tIS,IECT TES REVflCAT f I"It t"4F777777 AF' #CAULIw I� f3Vl �, LAW- h H (A, ENT �_; �rt�t Y 3 j ' • a CITY OF ATLANTIC BEACH 1 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032407 Date 3/01/06 Property Address . . . . . . 1617 LINKSIDE DR Tenant nbr, name . . . . . . INSTALL WASHING MACHINE Application description . . . PLUMBING ONLY Application valuation . . . . 0 Owner Contractor ------ --------------- --- ------------------------ HOSTETTER CHRISTY FIRST COAST PLUMBING P.O. BOX 50446 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 247-4419 ----------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due --------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILD G'OFFICIAL r CITY OF ATLANTIC BEACH ?t PLUMBING PERMIT APPLICATION ' 'M ` Date: Property Address: P 1-7 X16 ie, Onvner: I—fTelephone#: Contractor: iil tJI/ K& (�, C�e►C4.5� t,tal� 'Telephone#:_4?47: Contractor Address: O 5 (ct --J 1 Fax #: 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 Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, 0 New list the building permit number: C3 Re-Pipe Number of Fixtures: Bath Tubs Showers I I Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine 9"`"�- 6X( Lavatory Water Sewer Wat--Neaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00= 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845• httP:Ilwww.ci.atlantic-beach.fl.us Revised 1/04 Mar 01 06 08: 54a Julie Christi 904-249-4660 p. l CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION 1 �f Date: Property Address: Owner: Telephone#: �3 �) J Contractor. ��5 l � 15 Telephone#: �/—441 Contractor Address: O &-*5b44(,,. 96✓�&4t-AFax th 2 7� In consideration of permit given for doing the work as described in the above statcmM 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 Atlantic Such ordinance and standards of good practice listed therein. i Installation of plumbing and frxtiares must be in accordance with the most recent edition of the Southern Standard Plumbing f Code. Plumbing Type: If other construction is being done on this building or site, Vet New list the building permit number: 0 Re-Pipe Number of Fixtures: Bath Tubs Showers I Closets Shower Pans I ` Dishwashers Sinks r y Disposals Urinals t Washing Machine Floor Drains g Lavatory Water Sewer Ww,?-'Ieaters Other 1 Fees i Permit Issuing Fee: 535.00 ! Total Fixtures: X$7.00 + $35.00= 800 Seminole Road.Atlantic Beach,Florida 32233.6445 Phone:(904)247-5800- Fax: (904)247-5845. httpJhvww.ci.atiantic-beach.fl.us Revised 1104