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580 Shery Dr (vault) JOB ADDRESS _TYPE WORK cell -(01Z 1moo PROPERTY OWNER/UyEi I eat r- CP _TMYKPHO CONTRACTOR L TELEPHONE, PERMIT NUMBER ;2 3- DATE INSPECTIONSFOOTING SLAB - 8-0TIE BEAM -�, d ✓I u t a-"f , ate r 1 JL5/ G/g�AT�NG 2 � NArLIN FRAIhIINGr'COVER UP INSULATION FINAL BUILDING d CERTIFICATE OF OCCUP CY ELECTRICAL PERMIT# EVSPECTIONS ROUGH 'o FINAL ► 02 MECHANICAL PERMIT# c y INSPECTIONS ROUGH spl FINAL PLUMBING PERMIT# INSPEC77ONS ROUGH/UNDER SLAB 2- TOPOUT 3 WATEBISEWER FINAL Z J NOTM. / zo/ov D.-I 0)1 AA11�� //CITY OF 4 r 4 d4c /Si�-A;, ' P , Office of Building Official REQUEST FOR INSPECTION J� . Date `�'� Permit No. -252,95 Time A.M. Received P.M. Job Address Locality Ow is me Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL r ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation t�/ El Lintel Ll Final ❑ Sewer Ll Fire Place j Y�"1' T`G K��• READY FOR INSPECTION Pre Fab A.M. on. Tue . Wed. Thurs. Friday-PM. �i A.M. pection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF 2V 2 4&aa& Beach- �1'3l j'�© Office of Building Official �W '"I� REQUEST FOR INSPECTI t '�6 L4 Date— Pernv Time A.M. Received PM. 580 Job Address Locality Owner's (1� 1 - ` rr Nam 0`JJ Contractor BUILDING CONCRETE CTRICA r PLUMBING MECHANICA ❑ Footing ❑ Rough Wiring ❑ ug ❑ Air ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday 01/ A.M. Inspection Made P.M. Inspector Final Inspection Certificate of cup�ncy ❑ Date CITY OF ,U40,14C Bewls-0;&U*j4 Office of Building Official f I REQUEST FOR INSPECTION Date ` I Permit No. Time A.M. Received P.M. t o Dy- Job Address Locality Owner's UY—K— Name Contractor !! BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday 5.OZ A.M. Inspection Made ��- P.M. InspectorFinal Inspection Ll /y 1 J V�/� / Certificate of Occupancy ❑ � ��/ t 1•�� /Ua L 0'—� �i�. Date �I✓"— ' CITY OF 0- CL 11, tq&odw Q�-0;&u-c& %"�p L Office of Building Official V- 10 - �i loitbREQUEST FOR INSPECTIO © C, I � Cl ',K0 Date /0 3-oc% Permit No. Time A.M. Received j A P.M. 5:Rn Job Address y�Locality Owner's L;�%'l�/w�-��11 Name Contractor BUILDING CONCRETE �I<EETRICALLUMBING MECHANICAL Framing El 11T Wing ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ mp Pole ❑ To Out ❑ Heating Insulation 11 Lintel 17, i ED] ewer ❑ Fire Place ❑ Pre Fab ADY FOR INS ECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made 02� P.M. Inspector IV Final Inspection ❑ �1 Certificate of Occupancy❑ Date .�-� t0, CITY OF / Q"'A- / Office of Building Official REQUEST FOR INSPECTI N C Permit No. d� Date A.M r / ; Time P.M. v Received ® Locality Job Address / Contracto MECHANICAL Owner's MBING Name �ELEC-�MCAI-��gh ❑ AirCond.& ❑CONCRETE TOut ❑ Heating ❑ BUILDING ❑ Pole ❑ Fire Place ❑ Footing ❑ Temp Sewer Pre Fab Framing ❑ Slab ❑ Final Re Roofing ❑ Lintel A.M. Insulation READY FOR INSPECTION Friday—� Thurs. Wed. Tues. A.M. Mon. O P.M. Final Inspection ❑ Inspection Made Certificate of Occupancy ❑ Inspector Date N N , CITY OF ATLANTIC BEACH BUILDING AND PLANNING J 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 r f TELEPHONE:(904)247-5800 FAX:(904)247-5845 http://ci.atlantic-beach.fl.us Tuesday, May 18, 2004 Harry Termors 100 Corrider Rd. Jacksonville, Fl. 32082 Mr. Termors, The property addressed as 580 Sherry Dr. is in a flood zone "A"per the FIRM Community Panel number 120075 0001 D dated April 17, 1989. The base flood elevation for the City of Atlantic Beach is 6.00 MSL. We require a free board of a minimum 2 feet above the MSL or 8.5 MSL which ever is higher. The finished floor elevation at 580 Sherry is 9.30 MSL per a survey dated 11/27/95 in our property file. Sincerely, v`- Don C. Ford CBO Building Official Cc; File CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 ; .. INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028327 Date 5/27/04 Property Address . . . . . . 631 SHERRY DR Tenant nbr, name . . . . . . RE-PIPE 5 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -- ---------------------- ------------------------ JUSTICE, MICHELLE STEEG PLUMBING 631 SHERRY DRIVE 1601 MAIN ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 249-5191 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. -.0&.. c BUIL5111IG OFFICIAL CTI'Y OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: S ' O Y Property Address: 3 j %fir . Owner: Telephone #: Contractor: � �I h _ ( 'a .�r.c. Telephone -6?f t Contractor Address: Ail In consideration of permit given for doing the work as descnbc-d in the above statement,we hereby agree to perform said work in accordance with the attached plans and specificuions 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. i Plumbing Type: if other construction is being done on this building or site, ❑ New list the building permit number Re-Pipe I Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals 's Floor Drains f — Wading Maclaine Water Lavatory �_ Water Heaters Sewer �— Other � I Fees Permit Issuing Fee: 535.00 Total Fixtures: X 57.00 + S35.00= t 8O0 hitola ad�tlafl c684i5 chh>ttp,rid w'2c2�antic4"ach,tl.us Phone: (904)247�80C' Fax: ( ) f finutes of'Tree Conservatiot3 Board October 9, 2002 Page 2 1 B. Tree Ordinance: Emergency Tree Removal: Building_Official Ford advised that currently Public Works has the authority to remove a tree if it is deemed an emergency. He further advised that there is no definition of"emergency"in the Tree Ordinance and Public Works would like clarification. Discussion was held and the Board determined that a situation would be considered an emergency if a public utility_could not be repaired without removal of the tree. Board Member Permenter suggested that Building Official Ford work with Public Works to determine if any other scenarios might apply. A motion was made by Board Member Permenter, seconded by Board Member Shaughnessy, and unanimously carried to adopt the above definition of an "emergency." C. Tree Removal Application Form: Deferred until next Tree Conservation Advisory Board meeting. 5. New Business New BnRiness was addresSed prior to Old Rumness. 6. Reports and Announcements A. 580 Sherry Drive: Building Official Ford reminded the Board that the owner of 580 Sherry Drive had removed trees without a permit and the Board had set the mitigation requirements. He advised that the applicant has proposed planting 54"ofpalms, 16"of oaks, 20"of hardwood and paying$3,744 into the Tree Fund. Discussion was held and the Board determined that_the applicant was proposing to plant the trees too close together and they were too small. A motion was made by Board Member Shaughnessy, seconded by Board Member Permenter, and unanimously carried that the applicant provide an updated survey showing the footprint of the new home, new trees are to be planted must be planted a minimum of 10 feet apart, oak trees to be planted must be at least 3" in diameter and all other trees to be planted must be a minimum of 4" in diameter. B. 160 Mayport Road: Building_Officiaf Ford advised that the owner of 160 Mayport Road planted the required trees at the site but that he only planted thi' a 2"oaks when he was required to plant 9"of oak. Discussion was held and it was suggested that the owner plant two more 2" oaks to fulfill the mitigation requirements. A motion was made by Board Member Shaughnessy,seconded by Board Member Permenter, and unanimously carried that the Building Official suggest to the owner of 160 Mayport'Zoad that he plant two additional-Z" oak trees to fulfill the mitigatjon requirements. 7: Adornment There being no other business or discussion,the meeting was adjourned at 8:40'p.m. Barbara.M=s ___-- CITY OF _= 5 3 4&#d4c /3�-; Office of Building Official REQUEST FOR INSPECTION Date , Permit No. Time A.M. Received PM. D� Job Address Locality Owner's (� Name V Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation �L Lintel Ll Final El Sewer [I Fire Place El/, Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P. I ( 9 7y A.M. Inspection Made � P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF Q i Off � 3 of Building Offici `f D O V E T Date FOR INSP 10 a 35 � Time Received Permit No. .M. � J Address Owner's N � Locality I Framing ONCRETE ELECTRICAL 11 :. Re Roofing F oting PLUMBING Insulation Slab Rough Wiring MECHANICAL Top❑ Lintel 11 Temp Pole ❑ ough ❑ Air Cond. ❑ Final Out ❑ Heating ❑ Sewer ❑ Fire Place Mon. READ Tues. SPECTION Pre Fab ❑ Wed. Inspection Made (i;R� Friday Inspector A.M. P.M. Final Inspection ❑ Certificate of Occupancy❑ Date • � CITY OF - 0 t53 QeacA- yy)r`� 5 0 Ar' Office of Building O tial REQUEST FOR INS CTIONP o< 1 �3 Date 15� L � Permit t� Time A.M. Received P.M. �cao sy-)e�- D r . Job Address Locality Owner's Name Contractor B D CONCRETE EL RICAL PLUMBING E HANICA Footing ❑ g Roug ❑ Air Cond. 8 Re Roofing 'Ul ' Slab ❑ Temp Pole ❑ Top Out ��Heating Insulation 1-1Lintel ❑ Final ElSewer Plir Fab lace ❑ READY FOR INSPECTION S Tues. Wed. Thurs. Friday M A.M. Inspection Made P.M. Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date CITY OF 4&4a& /3e4cA- Office of Building fficial REQUEST FO I PECTION Date tet/ Permit No. Time A.M. Received P.M. ' � Y Job Address (��Locality � ` ' Owner' Jo �'<✓ Contractor La-L" r ' ( y�r a UIL:NG CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fre El glace READY FOR INSPECTION Mon Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made ` PM' Final Inspection ❑ Inspector Certificate of Occupancy E!roof � �s �� 1 g Date /p�CITY OF /� n ""9&" Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received RM' Job Address Locality� Owner's Name Contractor BUILDING ONC � ELECTRICAL PLUMBING MECHANICAL ❑ Rough Wiring ❑ Rough El Air Cond. & Framing ❑ Footing p g ❑ Heating Re Roofing ❑ Slab fir✓ Temp Pole ❑ Top Out 9 i, Final ❑ Sewer ❑ Fire Place ❑ Insulation El Lintel Pre Fab READY FOR INSPECTION Mon. Tues Wed. Thurs.. Friday�M. n A.M. v ` P.M. Inspection Made Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date i Lo co CO rn �M� u 3 o -P _ ( 1� �_ a)O "t3 O CO L i -- _ 1= a C V } cz O c z�l 12 ! 1 7 I LL Q f 00 Qi14 4 t1j ! _ -`t( It f t e 1 G �*7 C1 4 ! �I G } ,1� I 0- o a C i L .,i rP -Y C3 V) --4 V O O O En � I rsyi s� O E i _ -CU- O v � L) N I f cr; Q 1 41 j { 1 1 fu o 4 1 3 ¢ - i.- y 1 .+ 0 E LU Cb it1 L 41 c•-! 1 eC y m Z .; L O C C �3 i� z (Y) f {{ oo � j to W C.3 l a) 0 S C O � � � VC\4 y O 0) is E E 0 ¢ 3 z x r ¢ I I 1 vi ter v M tot� ttLL a "{ J m 1 C CT y C C f T to ;..c ;_ �3- Gi •.i I i i C !U � 4- u r T N N CA in w O J -3 D 3 0 G t� E (n F-4 z C i f/) N = N iP z LU O 7 t Q [° v E a a 3 w w ¢ ¢ z y ,, 7 o. -� u, sj ¢ r p ) � ¢ c i' f n1� ��,,�� //CITY OF __ �� f'YI�ill& /3�-4(� Office of Building Official / / REQUEST FOR INSPE Date • ` `v Per t No, Time Received Job Address Loc / Owner's Name CP ct BUILDING CONCRETE E ECTRICAL L IN MECHANICAL 1 ❑ Framing ❑ Footing ❑ ugh Air Cond.& ut Heating Re Roofing ❑ Slab ❑ p Pole Fire Insulation y❑ Lintel ❑ nalrr ElSewer F:1Pre Fab Place ❑ R� READ FOW PEC A.M. �66Z Tues. Wed. Friday-PM- Mon. i lM A.M. Inspection Made V� P.M. Final Inspection ❑ Inspector 1 p Certificate of Occupancy ❑ / �` 70 9 ' / �(_�`t��[J�, ,Qc`' ...1(LC1 Date �A/11�'- �/�,,-- //CITY OF 4&a#% �G /.s�-0;&%d4 Office of Building Official �{ REQUEST FOR INSPECTION Date ✓ f- Permit No. lc� 3 -� Time M. Received P • �n, 2LJ4-2�� Job Ad cess Locality Name Owner's b Contractor ,10 BUILDING CONCRETE ELECTRICAL UMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Roug Air Cond. & ❑ Re Roofing El Slab 7— Temp Pole El Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ �U�• /i Pre Fab READY FOR INSPECTIO �/ A.M Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF 7 S3 3 � sttiC Beac,4-6; Office of Building Official 7 REQUEST FOR INSPE 1 � 3 Date Z2 Time Permi Received A. Job Address Owner's cality Name 0 F ct BUILDING CONCRETE ELE Framing ❑ AL _ PLUMBING C ANICAL Re Roofing ❑ Slab ❑ ough Wiri ❑ Rough ❑ Insulation � Tem \ ❑ Top Out ❑ Air Cond. & ❑ ❑ Lintel O ElF Heating 4,, Sewer ❑ Fire Place ❑ READ FOR INSPECTION P e Fab Mon. Tues. Wed. Thurs. Friday PM.. Inspection Made �1j A.M. Inspector P.M. Final Inspection ❑ Certificate of Occupancy ❑ P/Las� Date i CD m z D D M r -1 n D z n Q n -► i z rn z3 -i z � rt A O 0 D z x ci `c z o < x rr- o w p :r> tD-� trl Z Z m ► . @CA - N N m rt fp o x z � DfY -i i, rn C G :3 �, �J 0 tz W n r z rt r p m Z m N m z3' o �. a rt ,i Z; ri -r, ` w r• rZ rt s-. m cr o Z \ I� ! £ t rt a) 4 CL rt Q3 i c of -n I < 3 t o j z fOD r n `+ ° 7 C,J+`�� n � � i jam\ fii sn � o c rt ID ! _` 1 I r rn 0 rt w 0" C cn �^� � co CL co CD M o7� C - U m � Cl)� ; ( O n G. 00 oCD � rt co 00 I t Eta rtW am 1" L LJV I am 40 /CITY OF dq�e -7O Office of Building Official REQUEST FOR INSPECTION 5� Date -6 -o -2— I-.— Time Permit No. Time A.M. Received RM �b Job Addr s Locality Owner's b Name Contractor BUILDING CONCRETE ELECTRICAL PLUM ING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ RoughAir Cond. & ElRe Roofing 11Slab ❑ Temp Pole El Top Out Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday J` 0 f A.M. Inspection Made PM Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date S'3� - 53 CITY OF 5-3 rife QeMA-0;� Office of Building Official REQUEST FOR INSPECTION ; n V Date '— g —�� 2 Permit No. Time M, Received Job Address Locality Owner's �� Name Contractor BUILDING ONCRETE ELECTRICAL PLUM NG MECHANICAL Framing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FFQR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date Sent by: 9043988401 ; 10/09/02 2:45PM;JetFax #376;Page 2/5 i i October 8, 2002 i 7BY: (� FT�TF Don Ford T q 2002 Building Official City of Atlantic Beach � 800 Seminole Road Atlantic Beach, FL 332233 Dear Don - I have attached a survey depicting the location of replacement trees. Per your letter of .lune 4's 2002 I am proposing to replace 54 inches of palms, 16 inches of Oaks and 20 inches of hardwoods. I anticipate that I will need to pay$3,744 into the tree fund for the 32 inches of trees that I'm not planning to replace. I expect after your review of this document you will release hold on final inspections for 580 Sherry Drive so that the remaining construction issues may be resolved. Thank you for your immediate attention to this matter. Cordially, 5 6zor D Scott Noe Sent by: 9043988401 ; 10/09/02 2:45PM;Jeju #376;Page 3/5 ReCe1VeC: 10/ 8/02 9:24AM; 9043880401 ; Page 1 FROM : LAWRENCE MURR, INC. FAX N0. : 2621887 Oct. 08 2002 09:08AM P1 FQb 12 U? UV-5 /ID i IL 1 . 6060 0%0 r _._.� � �RVE'Y QF YAC SX R MING B1 U1N MARY •� CK— AS SHO WN ON ,rAP of LOT BLO FY.,v7' co r .SEGT/C►�! .+moo. sfo--rf"f- ASR V PLAT 6GAIC �O PAWS ��-or flip Maue RrraWS Or DUW4L COUNTY• FLWJDA C�Qi7F7ED FQl4: �. ECF•2 EY !g. le dA rNX A, 15 4LGEy 5 7EIUA7/ ,-r 4 Takl / r� �► L � o o, wooer a Lu M h � tot of AU a�ne Pnh 7 ,ine DAp�.2 rpt rrpliar,"gill_ori IND t oc: g, su�oivio�oo 0iE ores ter` isc6 V7`l`r dc7v loyrcm roeula6on , _v1 cites . IM:91 c,E /� Op we.for the r3su. ' ^'c¢me2z. W-�>mac: N' . g cs/ i.vi!r+�� ida a�iCtno cn U ati_.G ainsr a-sOc��.c Icn:1, s b1S ana f°tcore Dern;IS�n9 • tQtr►SCt,1., G 1: i �� f Pius:OEs rxAlft�c^/aic, icrt o :`c C3Y et.+tlar 1s 00 N 'Q r 320nh su:Wins Q`•`,;.i tr:a 1 ' z:t+c::r e �j 3uddirLoo Permit . AAproci6 9y' .,eamc Duerta: 0 4 is MDT vWW NMLM popg= W7N SLIAL OF INE tM000'11LrleD IHL PtlGi'Srr77'JTMWd ft)WQV APPlEARS 70 IrEjWthW pjA;6n HAZA" ZZIONC A or--AS WALED FROM "00 ►- #OLWANCE RAW AMPS_ FAR 7W L7TY OF =A`�eii c v 4 FLORED 1. DATED 4-r 7_'�'�---- AND v IS SMOMIY AS A COURTESY Oft Y A AW DOES NOT Ca4=W E A Cff lY RA nM OF SAW J orRr—S'TA TE LAND SURVEYORS, ENC. X0.2 )-A%r.f Sent by: 9043988401 ; 10/09/02 2:45PMjeL[yA #376;Page 4/5 Recelved; 10/ 8/02 9:24AM; y 8043088401 ; Page 2 FROM : LAWRENCE MLRR, INC. FAX NO, : 2621887 Oct. 08 2002 09:09AM P2 1l�a I NE - Rnry MAI TW ABOW LANDS MERE SU1Rw'U UNDER �uY e aarG ro► RJnA.., E yjpoMSQV AND D"C17 % TMAT YME IRF NO G�as EJr+G�p T AS g+ w AAD ?"AT rw &,ro 'r sPfOMN (llrr su ar F N«W HOLM AM75 IW WAaw 7EAIm"L SrANDAR'DS SET l�R1M 8Y 7HE -0.orm fiORVA SWE &WW AF MWESMaAa SWWKWS AND MAI*OU 0. Mond" PURSUANT TO .5£C7W 47ZOP7, FX0&DA STAYV= •d m Qf► ~ 4 U& VAMW SWWR ►i" LAOW mor c. o. 4?44 air. OUFAW Fr wnynmr SCALE,„ /�'° Z U rrc, as m�ra ! ar�K 1E'f'!'al! jlAPPfJR m M drNl�li IMY STA n G ROA Iw �� //�Z7-� Sent by: 9043988401 ; 10/09/02 2:45PM;JetFau #376;Page 5/5 Received: 10/ 7/02 3:355M, ? 9043988401 ; Page 4 p. 4 r cm OFATL.A?MC BEACH 800 SoAINOLE]LOAD 'rS ► A7Lwr1c BF-ACH.mogt1DA 32233.5445 •> TkLBPHONk:(404)247-5800 PAX:(YU)247-sms j SUNCOM:1152-59W �.• Lup;/ki.etlant:c.pcsth.fl.us -SJ3tiS) Tuesday,3une 04, 2OC2 Daniel Noe 1057 Beach Ave, Atlantic Beach, Fl, 3 33 Subject: Tree M tigation Cita 590 Sherry Dr. "rhe Tree Conservation Board has reviewed the removal of the trees at the construction site at 580 Sherry Dr. They have approved the removal based on mitigation of 44 inches of hardwood trees, 41 inches of palm trees and 23 inches of oak trees. These trees are to be replaced on the site or You may pay into the Tree Conservation Fund at a rate Or $l 17.00 per inch of necs removed. Please contact this of ice a%soon as possible to avoid any interruption of progress on this Project. Sincerely, Don C.Ford CBO Building Official Cc: File City Manager Tree Board skew-� zrkve in Board wilding Official Ford requested that this agenda item be addressed after Item t was not present. Mr. Chip Parman introduced himself. He stated that he is constructing a three- ined that a cluster of oaks prohibits access to the third bay. Chair Mears stated :ss the trees on the applicant's property but they could only make a Works with regard to the removal of trees on City right-of-way. The Board ion was required for the trees the applicant is removing from his property. :oard Member Shaughnessy, seconded by Board Member Permenter and .pprove the application and to direct the Building Official to issue a permit oak with no mitigation required. The Board also recommends to the Public low removal of 23.5" of oak in the City right-of-way. ie applicant was not present at this meeting. Building Official Ford stated that the Main that he was unsure if he would be able to attend the meeting but asked that ilication. Building Official Ford advised that the trees had already been cut down dvised that there was no way to measure a tree after it has been removed so p j C C taken from the remaining stumps. v L 14�}iCOw0 � C"� q C1 ~ ,oard Member Shaughnessy, seconded by Board Member Pe ent r L10 S �C to approve the application and to direct u* g fficial to issue a F 23" of oak, 41" of palm an 5hardwood to be mitigated with 23" of q, Q " of hardwood either to be planted on site or by payment into the Tree Fund. l" The applicant was not present at this meeting. Building Official Ford advised the applicant was requesting from the Tree Conservation Board but outlined the this matter. The Board determined that Mr. Russell was not acting in good faith - be shut off at this location. oard Member McCloud, seconded by Board Member Permenter and rovide forced mitigation to the property by eliminating the utilities. ents lance: Chair Mears stated that the next meeting was scheduled for Tuesday, ie Sub-Committee has a clear idea of the presentation but is focusing on ber Shaughnessy stated that the Sub-Committee is also discussing the possibility y, creating enthusiasm and raising awareness. Building Official Ford suggested the new cultural center when it is completed in November. 7J M_� G 3 m� Y = fD m o co � ul •�.�� v w C-r. � . Cr ru �� Oji icy .r'f�✓/'. -,. .*��J�J^/+,'l;/:l' i,,'�.-��'i' No {�.`a,f:�.��SLS `"+s, '*�'�.\�\•�,\��\`\.\�\-\� f . / 1v� f 'r�✓�✓ flll x��F V�b J ✓ N (n r rF1,fr�'� r ✓/;$ & U C W C ._.. C....t-..C-arCl O+ O O C O r�d � a U C -C N O N C O o v �' o c ° off= o ° o . v 3 °o`v�o oN ° ° °�r'i c� c :3 L6 W.5ycot °o CLCi ctriv H v� iri am o m 3 >n—.r Oooa ooiv �o > n.v o aQ _ o a3 E v c .- a.- U 3(N N °c 011 ` 0 Li I � Q d- 00 � N N N I- o z < n > o z = LU o Q ou a W F-- z l� r o mo � Q o � 0 W Q o z � Q > CY F- ry o (� o o n U X w o ~ LLJ z U C) d- • rillo 0 o w z w o Q f- o _ cn 0 — Q c) 0 w wz - - Q w �_ w w n z � � I i i -1 r C, "S, CITY OF ATLANTIC BEACH ., 800 SENT HOLE ROAD J ATLANTIC BEACH,FLORIDA 32233 v INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025387 Date 1/16/03 Property Address . . . . . . 580 SHERRY DR Tenant nbr, name . . . . . . INSTALL ONE FIXTURE Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- NOE, SCOTT AFFORDABLE WATER 580 SHERRY DRIVE 3760 KORI ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32257 (904) 262-0197 (904) 262-0197 ---------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . . 00 Permit Fee . . . . 42 . 00 Plan Check Fee . Issue Date . . . . 1/15/03 Valuation . . . . 0 Expiration Date 7/14/03 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 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED BUOR BU EITHER CONTRACTOR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN AND HAULED AWAY B BUILDING ON RESULT IN THE PROPERTY OWNER PAYING TWICE TO FOR REVOCATION FOR VIOLATION OFISSUED F LAW. PLANS WHIC4 ARE PART OF THIS PERMITANP BUILDING OFFICIAL Dec 20 02 11 : 32a p. 1 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: TEL. PLU\NIBING CONTRACTOR: CONTRACTOR'S ADDRESS: �L- STATE LICENSENUMBER: TEL_ o�CGv�IDI HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHIN'F. FLOOR DC k NS SHOWER PAINS SEWER 1V WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER /rn TOTAL FIXTURES. Y $7.00 t $35.00= MINIMUM PERMIT FEE: S35.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: (NSTALLATION OF PLUMBfNG AND FIXTURES MUST BE IN ACCORDANCE WITH THE tiIOST RECENT EDITION OF THE SOUTHE&N STANDARD PLUvfBI�'G CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS -(904) 247-5826. ` i r ►�/j+ CITY OF ATLANTIC BEACH Jud 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 1_ TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.fl.us Tuesday, November 19, 2002 Scott Noe 580 Sherry Dr. Atlantic Beach, Fl. 32233 Subject: Tree Mitigation at 580 Sherry Dr. Dear Sir, The tree mitigation for the project at 580 Sherry Drive will be satisfied with the completion of the approved landscape plan and the payment of $2,223.00 into the Tree Conservation Fund. The plan shows you will install 6 -Virginia Live Oaks at a minimum size of 14 feet height with 4- inch caliper trunks for a total of 24 inches, 8 Bald Cypress at a minimum size of 12 feet height with 3- inch caliper trunks for a total of 24 inches, and 3 Sabal Palmetto Palms at a minimum size of 12 feet height with 14- inch caliper trunks for a total of 42 inches. We have received the payment of $2,223.00. We will inspect the property for the completed landscaping prior to the issuance of the Certificate of Occupancy. Please contact me a t 904-247-5826 or by e-mail at dford@ci.atlantic-beach.fl.us atlantic-beach.fl.us if you have any questions concerning this matter. Sincerely, �i...C'_ Don C. Ford CBO Building Official Cc: File O tt moD d •. Mm _ Co- ELq a o o @� cr .AUj cr LLLJ f;^.fes. .✓sf'f,✓,r`".rr/f./i` �'�✓^✓`t%f rye' � ' �`�/`,�';>',t� �f. I •`,ice r/,f:�.` ^ D '•'/�/f m o Sherr I) VA VC in Board uilding Official Ford requested that this agenda item be addressed after Item t was not present. Mr. Chip Parman introduced himself He stated that he is constructing a three- ined that a cluster of oaks prohibits access to the third bay. Chair Mears stated :ss the trees on the applicant's property but they could only make a Works with regard to the removal of trees on City right-of-way. The Board ion was required for the trees the applicant is removing from his property. :oard Member Shaughnessy, seconded by Board Member Permenter and pprove the application and to direct the Building Official to issue a permit oak with no mitigation required. The Board also recommends to the Public low removal of 23.5" of oak in the City right-of-way. ie applicant was not present at this meeting. Building Official Ford stated that the )lain that he was unsure if he would be able to attend the meeting but asked that lication. Building Official Ford advised that the trees had already been cut down F dvised that there was no way to measure a tree after it has been removed so p1 C p 9 taken from the remaining stumps. �Ow 0 �oard Member Shaughnessy, seconded by Board Member Pe ent r S y to approve the application and to direct uildiffig-70fficial to issue a F 23" of oak, 41" of palm an 56' o hardwood to be mitigated with 23" of q, 07,— of 7,—of hardwood either to be planted on site or by payment into the Tree Fund. l" The applicant was not present at this meeting. Building Official Ford advised the applicant was requesting from the Tree Conservation Board but outlined the this matter. The Board determined that Mr. Russell was not acting in good faith be shut off at this location. oard Member McCloud, seconded by Board Member Permenter and rovide forced mitigation to the property by eliminating the utilities. ents lance: Chair Mears stated that the next meeting was scheduled for Tuesday, ie Sub-Committee has a clear idea of the presentation but is focusing on ber Shaughnessy stated that the Sub-Committee is also discussing the possibility y, creating enthusiasm and raising awareness. Building Official Ford suggested the new cultural center when it is completed in November. Oc. O � E��dd U u u vu ° Iz I a0 OC apOLO + cr, O �N O > _ rN �r) cv N dia > wp0 o � o 0. E - ac,i czro v � aur. 3c4 N ° OLL1 O II Q7 !�� N Q O II < n LL > t= z = O Q 0 a W :�i cD f=- z LD ill F- o m o LLJ Q o rr- o o w > zr O O o X o z U o d- • ry O o O z W O w w D _ n Q 0 wU o w Wz - - Q Q w F-- w w n _ 5E (7) I I I r + CITY OFATLANTIC BEACH 800 SEMINOLE ROAD . r ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.fl.us r r3� �J.r Tuesday, .►une 04, 2002 Daniel Noe 1057 Beach Ave. Atlantic Beach, Fl, 32233 Subject: Tree litigation Q 580 Sherry Dr. The Tree Conservation Board has reviewed the removal of the trees at the construction site at 580 Sherry Dr. They have approved the removal based on mitigation of 44 inches of hardwood trees, 41 inches of palm trees and 23 inches of oak trees. These trees are to be replaced on the site or you may pay-into the-Tree Conservation Fund at a rate of $117.00 per inch of trees removed. Please contact this office as soon as possible to avoid any interruption of progress on this Project. Sincerely, t Don C.Ford C O Building Official Cc: File City Manager Tree Board • � �i yL��rfv� CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 02-00025416 Date 2/ 03 Application Number 580 SHERRY DR Property Address • • . ' . . TREE PERMIT Application description . . . TO BE UPDATED Property Zoning . . • • • • • 0 Application valuation . . . . Contractor Owner ---- NOE, DANIEL AND HEATHER OWNER 580 SHERRY DRIVE FL 32233 ATLANTIC BEACH (904) 249-5763 ------------ ------ ----- -- Permit . TREE PERMIT Additional desc . • 00 plan Check Fee .00 Permit Fee • • • . 2/05. 03 Valuation . Issue Date . . • ---------- Special Notes and Comments REMOVE 23" OF OAK, 41" OF PALM AND 56" OF HARDWOOD TO BE MITIGATED WITH 23" OF OAK, 41" OF PALM AND 44" OF HARDWOOD EITHER TO BE PLANTED ON SITE OR BY PAYMENT INTO THE TREE FUND. Fee summary Charged Paid Credited ------- . 00 Permit Fee Total .00 .00 _ 00 . 00 Plan Check Total 00 . 00 . 00 . 00 Grand Total BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESUILT,4N THE PROPERTY PA C'ESICE FOR BUILDING IMPROVEMENTS"TO REVOCATION FOR VIOLATION OFISSUED APPLICCAB RDING EOPRO S ONS OF LAWTO APPROVED PLANS WHIC PART OF T S PEE BUILDING OFFICIAL Minutes of Tree Conservation Board May 22, 2002 Page 2 4 Sherry Drive: Building Official Ford requested that this agenda item be addressed after Item 5.A.5. since this applicant was not present. 5) 1900 Seminole Road: Mr. Chip Parman introduced himself He stated that he is constructing a three- car garage and has determined that a cluster of oaks prohibits access to the third bay. Chair Mears stated that the Board could address the trees on the applicant's property but they could only make a recommendation to Public Works with regard to the removal of trees on City right-of-way. The Board determined that no mitigation was required for the trees the applicant is removing from his property. A motion was made by Board Member Shaughnessy, seconded by Board Member Permenter and unanimously carried to approve the application and to direct the Building Official to issue a permit for the removal of 20" of oak with no mitigation required. The Board also recommends to the Public Works Department to allow removal of 23.5" of oak in the City right-of-way. 4) 580 Sherry Drive: The applicant was not present at this meeting. Building Official Ford stated that the applicant called him to explain that he was unsure if he would be able to attend the meeting but asked that the Board address this application. Building Official Ford advised that the trees had already been cut down at this location. He also advised that there was no way to measure a tree after it has been removed so measurements were to be taken from the remaining stumps. A motion was made by Board Member Shaughnessy, seconded by Board Member Permenter and unanimously carried to approve the application and to direct the Building Official to issue a permit for the removal of 23" of oak, 41" of palm and 56" of hardwood to be mitigated with 23" of oak,41" of palm, and 44" of hardwood either to be planted on site or by payment into the Tree Fund. 6) 589 West 14"' Street: The applicant was not present at this meeting. Building Official Ford advised that he did not know what the applicant was requesting from the Tree Conservation Board but outlined the background with regard to this matter. The Board determined that Mr. Russell was not acting in good faith and requested that utilities be shut off at this location. A motion was made by Board Member McCloud, seconded by Board Member Permenter and unanimously carried to provide forced mitigation to the property by eliminating the utilities. Reports and Announcements A. Historical Tree Ordinance: Chair Mears stated that the next meeting was scheduled for Tuesday, May 28. She stated that the Sub-Committee has a clear idea of the presentation but is focusing on enforcement. Board Member Shaughnessy stated that the Sub-Committee is also discussing the possibility of educating the community, creating enthusiasm and raising awareness. Building Official Ford suggested posting the information at the new cultural center when it is completed in November. 7. Adiournment There being no other business or discussion,the meeting was adjourned at 8:40 p.m. Ba ara Mears_ Chair FROM,: HOUSER FAX NO. May. 07 2002 05:37PM Pl l Ci T�' OF ATLANTIC BEACH RECEIVFD rPWr: REA'IOVAL APPLICATION MAY - a In" All AMlicg.tions must In submitted with seven (7)collies and received by S PM.on the F.n4y,te� 6each l I U)aays prior to tntcis eduied meeting in order to he placed on the ap-enda i,„ Z *INCO'�'.�PLETE APPLICATIONS OR INACCURATELY MARKED SSTES' ani Hing j WILL NOT HE PROCESSED. i E APPLICANT NAME ADDRESS TELEPHONE 2 4 c, ADDRESS OP,LEGAL DESCRIl'T oN OF TREE REMOVAL SITE 1 3. REASON FOR PROPOSED TREE REMOVAL; { 4 I I 4_ HAS THIS SITE BEEN'TO THE TREE BOARD BEFORE? D YES ® NO ❑ NOT SURE 5. PROPERTY ZOATLNG: IQ RESIDENTIAL ©COMMERCIAL f _ 6. LIST"TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER DIAMETER MITIGATION XNTERiOR EXTERIOR , i�k5l'i f �i�� 1l� 1 f( i'i' :Y;�i,i' i,-;i --,.: �,;�1 it►'1 yr - _ � f ., { �- �i ivrr;rly- r��tr►i�c��. r:;�i 1 . -/�,�[� j !�_�7� �I rlil11 L.(� r/ t�rtj' ��aS t ' Diameter at Breast Height(D.B.H.)is measured at 4.S feet above-rade. Tu accurately determine diameter, measure the trunk circumference xnd divide by 3.14. Diameter of multi-trunked trees is determined by addi•;ng together the diameter of each trunk as measured immediately sbos+e the forts. � T•te-� F vo'o f 08 aC I17.00 m 12143C .00 Vr}y FROM HOUSER FAX NO. May. 07 2002 05:37PM P11 CITY OF ATLANTIC BEACH RECEIVrb I'?VEREMOVAL APPLICATION All annlications mint be submitted with sevenll copies and received byS PM on the Friday,ien A L u►aaLprior to the scheduled rneetin% in order to be placed on-the acendf ntic 6-3:h *TN COMPLETE APPLICATIONS OR INACCURATELY MA , Z,__1 WILL NOT BE PROCESSED. I a4q-57 { APPLICANT NAME ADDRESS TELEPHONE ` I� I 2. V� ADDRESS Olt LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: I i l 4. HAS THIS SUE BEEN'TO THE TREE BOARD BEFORE? D YES ® NO O NOT SURE 5. PROPERTY ZOTTLNG: IQ RESIDENTIAL D COMMERCIAL G. USTTREES PROPOSED FOR REMOVAL: SPECIES DIAMETER DIAASETER MITIGATION INTERIOR EXTERIOR C-t v'eady vennove , will S IQsh Pi C q reov ce. a►rn Palmat read Y verncv":l, wi L01 I CGt.(oi'X.t Pu M Q I Yea d�{ rew�, ►vi► I . �� , � Qf read� ►-e.�rn o , vim,i 1 �� W i I lo V-,( f'61 JOA laU.re i (�. - r r c `P r,e move , w;t i 1 c I " Slag il'1G r IZ" * Diameter at BreAst Height(D.B.H.) is measured at 4.5 feet above grade. Tv accurately determine diameter, measure the trunk circumference And divide by 3.14. Diameter of multi-trunked trees is determioed by adding together the diameter of each trunk ns mew immediately above the I forlu. FROM HOUSER FAX NO. May. 07 2002 05:3BPM Pit "• Sec attached diagram for determination of interior and exterior zones. 7. SITE PLA.NITREE SURVEY ivdicating: a) Location of topography features such as kl1s and low areas. b) Existing and proposed structures. _ C) Location of all trees with Diameter at Breast Height of six inches or-more. d) Tree species and sizes. e) Trees to be removed should be clearly marked with an"X". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location,size and species of any proposed new replacement trees marked with a circle"O"_ h) Location of utilities and easements as applicable. I) Location of trees to be preserved on-site with barricading noted. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging,paint or tape. c) The front property corners must be marked by stakes or paint indicating the Lot i9. * jNCOMPLETE APPLICATIONS O INACCURATELY MARKED SITES WTLL NOT BE PROCESSED. i I HEREBY AGREE TO COMELY WITH ALL PROVISIONS OF CHAPTER 23,ARTICLE 12, TREE PROTECTION, AND ALL OTHER APPLICABLE CODE_S AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. nz Applicant's Sip.atuxe Date I _ Owner's Sign turc Date CITY USE ONLY, Y: Tree Conservation Board dairperson Date t 3 Tree Rern Approved as Noted 5 80 , BY Date ZC` New CJn S'1YLtC�tN1 I New Cans-h- On P !Z,. 10 ap�X I I O o I `I� i L f I<--Zo, 0 ZG1 - W i 11o►�v II. S " dal rec�dY v�nnoved — 5 s Pi►� �� " (,c�iread ►'�er DVCC�) (v Pal —Caber�e w� 2V.5" Caveac�� vc'✓r�c�rc' b bat � pca 1 rv, i " 6o l reYad 3 ° U � 7- Live Ga K 2-C" 4 — 5la s h P• ►� 30 - �ve- Ca Y- 214" •` � ;� 4 �.', � !ter `. ' i Sherry May 7, li 11 1 /2 Inch Diameter • - • . Y t CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD—ATLANTIC BEACH,FL 32233—TEL: 247-5826—FAX:.247-5877 - -. LOCATION INFORMATION PERMIT INFORMATION----- Address: 580 SHERRY DRIVE Permit Number: 24400 ATLANTIC BEACH, FL 32233 Permit Type: MECHANICAL Class of Work:,NEW Township: Range: Book:_ 10 j Proposed Use: SINGLE FAMILY Lots :340&-341 Block: Section: I Square Feet:. 'Subdivision: SALTAIR Est. Value: Parcel Number:: . Improv. Cost: -OWNER INFORMATION Nam Date Issued:_ 7/09/2002 e: NOE,-HEATHER_& SCOT Total Fees: 51.00 Address: 580 SHERRY DRIVE ATLANTIC BEACH,.FL 32233 Amount Paid: 51.00 Date Paid: . 7/09/2002 _ Phone: 000}000-0000 Work Desc- INSTALL HVAC -- -_ -_-- _APPLICATION FEES CONTRACTORS ,LL = �, ..�.� ."51.00 . LEGGETT HEATING&AIR CONDlTlO` y.-- �'' , r n - e....�•y ..."°. ''� G_�„ e '•" rR , ""� 'Z. L'tr.,Y a w.a. . • a:` -- co- ks` - Zi jf Tf •'s=.'yam �. k # ; , a� NOTAN SPACE,AND 60 BUILDING MATEI, A MUST$E CLEAR . "FAILURE TO COI 'LY WITH T THE PROPERTY. spAYING SUBJECT TO REVOCATION ISSUED ACCORDING TO API FOP,VIOLATION OF APPLICABL I -- k �' 1w: XMITI Type: OC Drav Fda: 710910 h Receipt no: 14 PMTS-MILDING 1 BEACH. UILDING 5M S1�RRT DR -- a CEM 11074 Wm *w. 'I imm Tia. BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I, U, III, and IV. I• Street Address: LOCATION OF Intersecting Streets:Between And BUILDING Sub-division H. INDENTIFICATION—To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical \ Contractors Contractor(Print) L Master Name of Property :=i.i . I A.A Owner Signature of Owner Signature of Or Authorized Agent Architect or Engineer III. GENERAL INFORM ON A. Type of heating fuel: B. l.e-�Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP _Natural _Central Utility BUILDING OR SITE? ❑ Oil .Cl Other-Specify IF YES,GIVE NUMBER OF CONSTRUCTION IV. PERMIT ljlbSJ MECHANICAL EQUIPMENT TO BE NATURE OF WORK ' V INSTALLED 12"' Residential or _ Commercial ❑ New Building (Provide complete list of components on back of this form) 1Q` Existing Building 0�Heat _Space _Recessed �-'_Central _Floor (3 Replacement of existing system Air Conditioning: Room Central %9/ New Installation(No system previously installed) Duct System: Material Thickness R (o ❑ Extension or add-on to existing system C2 Refrigeration Maximum capacity k _-i. cfm C2Other- Specify ❑ Cooling tower. Capacity m ❑ Fire sprinklers: Number of heads ❑ Elevator: _ Manlift_Escalator (Number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (Number) (Received) ❑ Tanks (Number) ❑ LPG containers (Number) Remarks ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Date ❑ Other-Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT 1 1� Number Units Description Model Nu ber Manufacturer Capacity Approving T M f- • Eu C• Tons Agency HEATING-FURNACES,BOILERS,FIREPLACES ( Q Number Units esgri ion Model Numb r Manufacturer Capacity Approving T enc �I- OD Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency FROM WHITMILL FAX NO. : 9043987668 Nov. 12 2002 09:30AM P1 JANET Q . WHITMILL , R . L . A . , INC . LANDSCAPE ARCHITECT FACSIMILE TRANSMITTAL S1IFF'(' To: PROM: Don Hord Janet U.Whitmill,R.I,.A. . COM PAN Y: DATE: City of Atlantic Beach NOVEM FR 12,2002 PAX NUMBER; TOTAL NO,OF FACES INCLUDING:COV'ek: 2475805 4 PITONE NUMSsR: SENDBR'S R1tPF,,RENCb NUMBER: 2475800 RE! YO R REFERENCE NUM111?R Noe R,cs0ence *� !" ❑URCFNT ❑FOR REVIFW D PLCASE COMMENT' ❑PLEASF,REPLY 13 PI.P.ASE RECYCLE NOTWCOMM LENT$: Don, T have designed the landscape plan as i believe best suits the awalable space on site. Please review the plan and call to discuss. Sincctcly, anet Whitmill 1'.O.BUX 5212 ,)A(:KS()NVt1,1.$, PL 32247.5212 PIZONE/FAX:904 398 7088 I.MA i 1.:)„O-W1i1T@BI!LLSOUT'H.N ET FRDM WHITMILL FAX NO. 9043987688 Nov. 12 2002 09:30AM P2 �T1 Frl 1 1 0 M D � m F— C o U) FTI D — m O O p 0 m -0 O O O ;:u ---A �u m m o F- m o o D rn o m o D � z 7 O FT - < > O 7) 00 � 4s- -D, w -D Q�O.�O Q m O �Vc s pp ° cm-43 p" n 0 \N\\ NOO qO ' x. m ' \ 00 ' a =C � � 7 O� wm GC ' V 70 O 43 7 _m :37 n_m 47 lb a aom�m gm ° : �va � A mmv�v � !° � o � o� c po »o c g ~� n^�� a o �o T n In m m f �W O s O_i 9 p n u^\ p W S Y O > > O Z o �Snm ° 9' S, DZ .�omm� $ o� = m °,�3T� on2 m n ee \ {e�� ° n A S 0° � O'a f\C q o .• � c E m O ° > s O m Q m K v c c m - -a O 7 7 ��`[ m O T_n �'° V n Q'a- a m Q o Z mm �n � �n»� m � � 5rr�. me ^a� n�w e� ce -c m no AO °D ��'e � e� m ° P � n^•mss ^ O ° mn'Q n n � z v t mss o o n A m .. v zee O m ° » ° q'a s m a ?•n �c�7=»m ° c ,°„o Ne m nam i��' 2� o m s oz ° e o- L_ 7 7 .� n O =i s 1s pn f -�s �� m S O:Og na ° 7nW .7 CL m�Oc o S. � ° O FROM WHITMILL FAX NO. : 9043987688 Nov. 12 2002 09:31AM P3 MON ,09 :1AIc'*,dQ A, NcIHS Mm z _ I •r-t 1 < u Z Ctl > 1 t JC® D I 1 I D a 7C rn C� r' r7 / 0 CA � 1 I � ca � r rT r�rZ I 1 r Ct 6 i m e r • A S � t 9 1 -7, � t I Up lis q .gyp, rp !Z'•t a flit;t irr r �a�t t� r ! fid >i FPDM WHITMILL FAX N0. 9043987668 Nov. 12 2002 09:31AM P4 j —JC QN lIl -I N -1 � � I I I I I � Q I 1 � i I I I < rn w I Q I FROM : WHITMILL FAX NO. : 9043987688 Nov. 12 2002 09:32AM P5 H4691vaa! I UJ !J U, a:aor�N; e.....tee..,--., p. 4 t CITY OF ATLANTIC BEACH ROO SEMINOU ROAD r /\ ATLJAN-nC BEACK n ORIDA 32233-5445 JS TELEPHONIi:(904)247-5P"l y FAX:(404)247-5805 1 .^) SUNCOM:852-SWO htipl/ci.atiantic-bcach.fl.us Tuesday, June 04,2002 Daniel Noe 1057 Beach Ave. Atlantic Beach, Fl, 32233 Subject: Tree Mitigation Pu, 580 Sherry Dr. The Tree Conservation Board has reviewed the removal of the trees at the construction site at 580 Sherry Dr. They have approved the removal based on mitigation of 44 inches of hardwood tree%, 41 inches of palm trees and 23 inches of oak trees_ These trees are to be replaced on the site or you may pay into the Tree Conservation Nnd at a rate of $1 I7.00 per inch of trees removed, Please contact this off-tee a%soon as possible to avoid any interruption of progrrtis on this Project. Sincerely, / 1]on C.Ford CBO Building Official Cc: File City Manager Tree Board CITY OF Oeach - -�76,ze a 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX (904) 247-5805 SUNCOM 852-5800 DATE /0 -- 16 - U y JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Getie Re. Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. AD R SS r- Please call me at 904-247-5826 if you have any questions. Sin ATLANTIC BEACH BUILDING DEPARTMENT 1 , CITY OF ��i°cz�tCc �eac( - �E�vuda 800 SEMINOLE ROAD _v- ___---- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX (904)247-5805 SUNCOM 852-5800 DATE�� - (� JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: C6rmte ` Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS LO Please call me at 904-247-5826 if you have any questions. Si ly, ATLANTIC BEACH BUILDING DEPARTMENT AMERICAN ]ELECTRICAL ��CEIVED Contracting, Inc. Or,T 3 2002 7�� BY: 5065 St.Augustine Road,Suite 3,Jacksonville,FL 32207 Office(904)737-7770•Fax(904)737-1099 ER0015316 October 2,2002 City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, FI 32233 Dear Mr. Don Ford, We respectfully request that temporary power for the address listed below be cut on for a short time until all units have been complete. We acknowledge by our signature at the below that we will be responsible for anything that may occur due to the energizing of the service prior to the final electrical inspection, and the approval and completion of the job. Permit#23564 580 Sherry Drive Sincerely Yours, Earl W. 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FORD, C.B. Post in a conspicuous space - - - - _ CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use- For the following: Address: 580SHERRY DRIVE Owner: NOE, HEATHER & SCOT ATLANTIC BEACH, FL 32233 580 SHERRY DRIVE ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 23285 Date: 11/25/2002 DON C. FORD, C.B.O. Post in a conspicuous space e � sss CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 •lr Ji31'� Application Number . . . . . 02-00025230 Date 11/22/02 Property Address . . . . . . 580 SHERRY DR Tenant nbr, name . . . . . . IRRIGATION Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ NOE, SCOTT SIMS HICKORY CREEK 580 SHERRY DRIVE 12615 IVYLENA ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32204 (904) 221-0605 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 i BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CZN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHI PART OF THIS PE T SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Nev 21- 02 01 : 09p P. 1 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION:. J� o SA , r r dr y �� .L OWNER OF PROPERTY: SGO�7 .�D c�_ TEL.,��"�y��b _. I S PLUMBING CONTRACTOR: S� M ._� C e Sczy-� q-1,"v" IC Oj �C CONTRACTOR'S ADDRESS: 1 /s" �- ►�1/ec�9 ,� .��;' �� _ -�—� STATE LICENSE NUMBER: _� ' �� TEL. c;`V/-- �ed SJ HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) TOTHER _� ✓'r'i i9 f�'O.t� TOTAL FIXTURES: NCNIMUM PERMIT FEE: $35.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: A IV INSTALLATION OF PLUMBING AND FI URES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS -(904) 247.5826. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT PERMIT INFTiON 7 _LOCATION INFORMATION __ ___ -___-- -- �– Address: 580 SHERRY DRIVE Permit Number: 23550 Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: 10 Proposed Use: SINGLE FAMILY Lot(s):340 & 341 Block: Section: Square Feet: Subdivision: SALTAIR Est. Value: Parcel Number: — Improv. Cost: t ___ __ OWNER IIORMATION Date Issued: 3/05/2002_ 'Name: NOE, HEATHER & SCOT Total Fees: 81.50 Address: 580 SHERRY DRIVE Amount Paid: 81.50 ATLANTIC BEACH, FL 32233 Date Paid: 3/05/2002 . Phone: (000)000-0000 Work Desc: INSTALL PLUMBING _ - --- -- -- 1 - APPLICATION FEES_____ CONTRACTOR S� - TURNER PLUMBING CO. 81.50 l 2 WAR G 'L ^''. ,i:dx�1 ,g.,x YYTT E. Y, ION • F �� r^'t t dam' y -L'$`�' OCu+.i - sW � �,�s 1]'L nk'"�•gs?+ . "fir�v'•�'ty6a, �, y9� .�'e�w gc'K,�rLx.,..�-'-- gnu'. �:?J !4�. i4 PECTION NOTICE I -- ---- 10. BUILDING MA EF v F -.- DIN PUBLIC SPACE, AND MUST - _ OR OWNER "FAILURE TO COMPL � � PROPERTY OWNER ISSUED ACCORDING TO APPROV AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO w Oper: DSMITH Type: OC Drawer.: 1 Date: PERMITS—BUILDING GReceipt no: 39440 ATLANTIC BEACH BUILDING DEPT. Trans number: 793397 CK CHEEKS 46585 SALFA Trans date: 3/85/82 Time: 16:26:82 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT ' pp JOB LOCATION: bb OWNER OF PROPERTY: tI O PLUMBING CONTRACTOR: 7-umer- ?�umlomq Companu CONTRACTOR'S ADDRESS: I A Ale—T&� G, �iY�IJY� STATE LICENSE NUMBER: CFC,oag-1L4W TELEPHONE: (c10L) 3% '-IOLAL4 HOW MOY OF THE FOLLOWING FIXTURES INSTALLED 1 SINKS SHOWERS LP LAVATORIES WATER HEATERS BATH TUBS j DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER I ` TOTAL FIXTURES: 4 1 X 3.50 + $15.00 MINIMUM PERMIT FEE _ $25.00 SIGNATURE OF OWNER: \ \ (� SIGNATURE OF CONTRACTOR: w ��-� � ) • J ------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. -- _ -CITY OF ATLANTLC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 -Tel: 247-5826_-Fax-..247-5877 ELECTRICAL PERMIT –-- - - __ -_ _ LOCAT� 1 ORMATi01' _PERMIT-lNFON Permit Number: 23564 Address: ATLANTIC BEACH, FL 32233 Permit Type: ELECTRICAL Township: Range: Book: 10 -Class of Work: REMODEL _ Lot(s):340 & 341 Block: Section: Proposed Use: SINGLE FAMILY Subdivision: SALTAIR Square Feet: Parcel Number_ - Est. Value: ,: WNER INFORMATION - Improv. Cost: _ r - HEATHER & SCOT - Date Issued: 3/07/2002 RRY DRIVE Total Fees: 6- � =� EACH, FL 32233 Amount Paid: — Date Paid: 3/0 VI RS Work Desc: CONT - µ AMERICAN ELECT .A,,,,.„� s` 'J. "�,.; "� .:'t- -iZ-'�S f`�'.°_w ."�'^ s7. nom`' `-' '� �'a.i�r sa''t, ex'a'k'c -.� xi' ..c'" .rc,_(1+'x• Y` ,� cs`"°,.- --a� ,-.a . XZ - 1 . Kya�. rAn .. '. �y ate. R., {�� '� —-. Rig- N 44 03 y OR TO INSPECTION NOTICE- INSPEC_ ' +LACED IN PUBLIC SPACE, AND BUILDING MATERIAL, RUBBIS Q {_ WNER_-- I MUST BE CLEARED UP AND HAUL FAILURE TO COMPLY WITH THE CONS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION. FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.--- ------------ -- Oper: DSMITH Type: OC Drawer: 1 Date: 3/88/82 81 Receipt no: 39981 14 PERMITS-BUILDING 1 $61.98 Ly Trans number: 793998 ATLANTIC BEACH BUILDIN DEPT. _- CK CHECKS -- --3126- - $61.96 Trans date: 3/88/82 Time: 9:18:89 Building Department 904-247-58(}5 p. l CITY OF ATLANTIC BEACH, FLORIDA F7= APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: f ��rG ��4 _Q60 9 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWIIJG, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICITIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. J I d ((Y)1 ELECTRICAL FIRM-, MASTER ELECTRICIAN SIGNATURE (�(L� JOURN LWAN NAME n Z ADDRESS: -, �� 'S 1 1 ` RFD BtJX BLDG.SIZE C, BETWEEN: RES.lVf"' APT.( I COMM.( ) PUBLIC( } INDUS.( 1 NEW OLD( } REW.('o ADDITION( ) TRAILER ( } TEMP.( } SIGNS f ) SQ. FT. SERVICE. NEW(/ INCREASE(,pf? REPAIR( ) Fr-EE /� -- CONDUCTOR SIZE / AMPS COPPER ( ALUM. ( If SWITCH OR BREAKER >20 AMPS PH �W CJVOLT 3V" RACEWAY EXIST.SERV.SIZE AMPS PHI W . VOLT 4 RACEWAY FEEDERS NO, SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS 1 .3.3 CONCEALED OPEN I I TOTAL RECEPTACLES JC CONCEALED OPEN TOTAL 0.90 AMPS. 3 1•100 AMPS. SWITCHES rj INCANDESCENT FLUORESCENT&M.V. FIXED O•100 AMPS. oVsn APPLIANCES _ BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT OVER MOTORS H,P. VOLTAGE I PNS NO. I H.P. VOLTAGE P' HS MISCELLANEOUS 4-7 f P_ f7 I TRANSFORMERS: UNDER 600 V. OVER 600 V. NO_ KVA 11.1 NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH I FLASHER EACH SIGN - i FORWARDED 9 TOTAL FEES _� s� IAP SH(-YDV'G BOUNDARY ".. rRVEY OF LOT BLOCK I AS SHOWN ON MAP OF Pe-,,07 CSF SE[�ia�-1 ti/G. 3 S.4LTA.1)Q AS RECORDED IN PLAT BOOK iv PAGES /& OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CER71FIED FOR: g. ��TNy /3, S TCI,11) T/T�c- c�ul�/�s� c/7 ev. co �' ST /00. CtD 0o � ` m N � m Z /.a) ' b d k g.5' 47./' �1 ST'Y Q (TJ ® xu58o O ^ 1` N Cul 340 /8;5—- .------lo.o' lyl N 1. Pra�Ee •. �l d, aN t✓ �. i f✓ :Q k L v 7 540 City of Atl ntic Beach QJPlanning and Z ning Department mpliance with applicable zoni g, subdivision and other local land dev Iopment regulation , but does not constitute app oval for the issuan of permits. Compliance 54/ wit Florida Building Co a and all other applicable local, State and Feder I permitting requirements must be verified by sign iture of the City of Atlantic Beach Building Offici rior to thejs;uanee of a Building Permit. b�//// Approved By: dv/�( m4u t Development Director Date: ^* V411D UNLESS F-MBOSSED WIN SEAL OF THE UNDERSIGNED. THE F ROPERTY S YONN HEREON APPEA C To l_/E W THIN FLOOIO HAZARD ZONE A E K_AS SCALED FROM FLOW INSURANCE RATE MAPS FOR THE LITY OF' '4,��'`a^';;- r'.O°1n4, DATED </-1-7-8� AND max,u-r IS SHOWN AS A COURTESY ONLY AND DOES NOT CONSTITUTE' A CERTIFCA77ON OF" SAME. TRI-STATE LAND SURVEYORS, INC. 8411 BAMEADOWS WAY SUITE #2, JACKSONVILLE, FLORIDA 32256 (904) 7J1-72J5 LEGM I HEREBY CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY • COW. MW RESPONSIBILE SUPERVISION AND DIRECTION, THAT THERE ARE NO • "" cat ENCROACHMENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN IAT~n'CAP j LS 41") HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE " rn+ar FLORIDA STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS °ice"0ox t7"1 PURSUANT TO SECTION 472.027, FLORIDA STATUTES ®amiss cur NMI suiavc Xsnwrw LM rsw7 EsEovr LARRY EDDY LS o. 4144 ►r/►r Oar-ate sur ON 00AWA SCALE.• AM ,ue oaWTKW vc vso ffEGISTPERVEYrMAPPER, DATE: t7V &&4L 01 rAmr //-Z 7-9S STA FLORIDA oaaaeen- CITY OF A �t�z�2trc SeacC - ��yudc� 800 SEMINOLE ROAD -- ----- - -- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904) 247-5805 SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT PEMIT INFORMATION LOCATION INFON Permit Number-:---" 23310 --- - Permit T Address: 580 SHERRY DRIVE TPQ1 Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SALTAIR Est. Value: Parcel Number: I Improv. Cost: - – — �I ____ _-:OWNER INFORMATiQN__--_ ! Date Issued: 1/11/2002 Name: DOE -- -- Total Fees: 25.00 Address: 580 SHERRY DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FLO 32233 Date Paid: 1/11/2002 - ooa0000 Work Desc: 100AMPS TEMP Y OL --—RICOILTRAC SEES._.—_ AMECAN ELECTRICAL C 2 ®0 10. h F 4 FINAL ELECT. . S:r . "ti-off 4s k✓+.�'-3 "� -- NOTICE INIJ138 PRIOR T INSPECTION BUILDING MATERIAL RfiltU$T N PLACED _ PUBLIC SPACE,AND MUST BE CLEARED UP WNER "FAILURE TO COMPLY W L ._ SULT IN THE PROPERTY OWNER PA YING TS.. tom, ISSUED ACCORDING TO APPROVED PLANS W THIS PERMIT AND SUBJECT TO REVOCATION F OR VIOLATION OF APPLICABLE PROVISIONS OF LAW. A-TLANTIC BEACH BUILDING DEPT. Date: 1/14/8 01 Receipt: 0826319 CASH -- Cl CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS, MOVING, DEMOLITIONS 14 uGj City Of Atlantic Owner(s) NkA-7"t`� g2 �-�C�OT µifO� ►c r,)�a�,� Job Address .� 0 �i �RY VE Phonel ? Lot# Block or Unit# Subdivisions Contractor,6AW&=_AJ'0,e_ k-,<K) iJd_ State License# M C0/-/63,0/3 Address()OO._ ( iQ l� .�+ Phone q64— Cites-fIN6 V f tj St e / Zip S 7 Describe work to be done t11 E/j O V,471 0 Present use of building FS,5 117E 0-T i A City n , Valuation of Proposed Construction Proposed use 9F-51j>e:0-F( k" Is this an addition? If yes, what are the dimensions of the added space: ft.x Will the added area be heated and cooled? New electrical (or increase) 6/eT New plumbing fixtures? �les New fireplace? <s New Heat/AC? e s SUBMIT THREE (COMMERCIAL)TWO (RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/ CONTRACTOR AFFIDAVIT, IF OWN IS CONTRAC R. c Signature of OWNER Date: / �0 Z O�' Signature of CONTRACTOR /ZL Date LIZ,/`� G STATE OFF IDA COUNTY OF A Sworn to (or affirmed) and subscribed before me this day ofG' ' __ 200 j AS TO OWNER: Notary's SignaturZL2 MARY JO WAGNER Ua Personally known ;.: Notary Public, State of Florida ❑ Produced Identification My comm. expires Mar. 18, 2002 Comm. No. CC 725864 Type of identification produced Swornto (or affirmed) and subscribed before me this day of 200 AS TO CONTRACTOR: Notary's Signatur Personally known ❑ Produced Identification Type of identification produced Building Department 904-247-5805 CITY OF ATLANTIC BEACH, FLORIDA APP--d ev APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: / t 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING. WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. K � ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAMr..-- ADDRESS: E � LL) �'�y Ili 1 I \A- —1--z FQ X I. BLDG.SIZE ,/! 5 r BETWEEN: 1p RES.(ve", APT.f ) COMM.( 1 PUBLIC( } INDUS.( ) NEW It I OLD( ! AEW. ADDITION{ 1 TRAILER( ! TEMP.( 1 SIGNS f } SO. FT. SERVICE: NEW( } INCREASE( i REPAIR vr-'� FEE CONDUCTOR SIZEenc AMpS COPPER f ALUM. (V1 SWITCH OR BREAKER AMPS PH W ((.''VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT ! RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEpTAC[ES CONCEALED OPEN TOTAL 0.80 AMPS. 3t-100 AMPS. sW ITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. oven 4 APPLIANCES BELL TRANSF. AIR H-P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT I fi 1 OVER MOTORS IH.P, VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS i TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. TMOTOR SIZE SWITCH FLASHECH SIGN — FORWARDED II TOTAL FEES CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 08I6S0Z©000180 M19 dta�a 800 SEMI 2OAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 ^y;m PERMIT INFORMATION_ _ _ LOCATION INFORMATICIN rn _ Permit Number: 23285 Address: 580 SHERRY DRIVE ,. Permit Type: ROOM ADDITION ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 10 Proposed Use: SINGLE FAMILY j Lot(s):340 & 341 Block: Section: Square Feet: Subdivision: SALTAIR Est. Value: Parcel Number: Improv. Cost: ORMATION Date Issued: 1/08/200200 OWNER -- --Name: NOE, EATOHER & SCOT - - -- Total Fees: 1,831.06 Address: 580 SHERRY DRIVE m Amount Paid: 1,831.06 ATLANTIC BEACH, FL 32233 ;;W Date Paid: 1/08/2002 000)000-0 000 Work Desc: CONSTRUCT ROO i Q i CONTRACTOR _ FEES _ --- MURR, LAWRENCE INC. 1,335.00 440.00 6.69 0.35 Ox 35.00 F �zURCNARI12.62 �GEFATL.BGh .�- 1.40 M fir-v -' - .r^ .C. 3 X5413 ._R+ 'y.` ��yLy'' - ..�'_. < �� -•c,. _ l � NOTICE- �.._ _ � 4 ECTION BUILDING MATERIAL, $RtS FRQNJ MUSTNCST _ UBLIC SPACE,AND MUST BE CLEARED UP "FAILURE TO COMPLY 4 ULT IN THE P PRTY OWNER PAYIN } C-)ro ISS 96ACCORDING TO APPROVED PLA 1 1 ERMIT AND SUBJECT TO REVOCATION FO%VITION OF APPLICABLE PROVISIONS 0 W ---- - m o ro n ro V• — ti� $1335.08 14 AT C!TIC BEAC BUILD G DEPT. Date: 1/11/82 01 Receipt: 0@2,,5 5 CHECKS f13k W100003r?23000 — _— CITY OF ATLANTIC BEACH PERMIT CALCCULATION SHEET Address S-y0 '�-VfF- 2iCi/ �� ( A lop f '�/�✓�� Date_ l` 3 " 0 2- Heated Heated Square Footage y6q @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ /1 Carport/Porch _ JV\ @ $ per sq ft = $ Deck @ $ per sq ft = $ �� Patio � @ $ per sq ft = $ TOTAL VALUATION : $ 0 Total Valution 1st $ /00 0 OctL16 O � $ Ll Z6 Remaining Value $ 3. per thousand or portion thereof TOTAL BUILDING FEE $ y 9 D + 1/2 Filing Fee $ ( ( ) Fireplaces @ $15 . 00 $ j- BUILDING PERMIT FEE $ 1-33 WATER IMPACT FEE $ z/k c3 SEWER IMPACT FEE $ - 6 - WATER METER/TAP $ - O CAPITAL IMPROVEMENT $ SEWER TAP $ '- fY��' ) RADON (HRS) .0050 $ `t 3 SECTION H PAVING ( ) $ 0 HYDRAULIC SHARES $ CROSS CONNECTION $ 3 S PYCy) SURCHARGE . 0050 $ 0 OTHER $ p r GRAND TOTAL DUE $ f d 31. 0 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: ARCHITECT/ENGINEERS CERTIFICATION COASTAL CONSTRUCTION COVE FOR ALL MAJOR STRUCTURES TO BE LOCATED` WITHIN CITY OF ATLANTIC BEACH, FLORIDA APPLICANT' S NAME ,�EFF&CI K. �Tucsd�9HO E NO. S96'i4o `DATE_ . 12II41I OWNER NAME: Alm R. E. TAX NO. : TYPE OF PROJECT: ( )New Home (X Residential Addition ( )Garage ( )Fool ( )New Commercial ( )Commercial Addition ( )Other 911 STREET ADRESS: ( ) We claim the structure to be exempt as follows : ( } Garage with no provision for occupancy - detached one and two family only ( ) Pier , Dock, etc. ( } Other (Specify) I also certify that no structure listed above may be remodeled or converted to a non-exempt use without being upgraded to fully comply with the ordinance. Signed : Date: - -- ------------------------------------------------------------- CERTIFICATION This certifies that the plans and specifications submitted and sealed by the undersigned meet all criteria set forth by the City of Atlantic beach Coastal Construction Code . Roof covering is exempt from the 110 mph requirements of the Coastal Construction Code , but meet all the other requirements of the City of Atlantic Beach Building Code . ( x) The structure including foundation, frame, roof decking , exterior walls and floors has been designed for wind loads of 110 mph, with all design complying with the 1997 , Chapter W, Standard Building Code. ---------------------------------w..-_ ------------------------- (X) Windows , doors and all other exterior devices comply with the 110 mph wind load . ------------------__------------------------------------------------ (Y_� The structure is located outside the area affected by wave forces , OR ( } The structure is capable of withstanding wave forces resulting from a wave crest height of feet above MSI, including uplift forces . ---- -------------------------------------------------------_-------- ( ) The structure is located in FIA Zone A and the foundation design has considered possible exposure to water and erosion, OR (� The structure is located in FIA Zone X and the founda,tion will not be exposed to hydrodynamic, hydrostatic loads or water scour , OR 1 ( ) Foundation design has been completed with floor elevation above the specified Stillwater elevation, and to resist wave, hydrodynamic , hydrostatic and wind loads acting simultaneously with dead loads . Erosion computations for the foundation design have taken into account the projected 30-year erosion losses from a 100 year storm event and all vertical and lateral erosion including scour caused by the structural components . - - - ( No excavation ofdunesisincluded^in- - this project , OR ( ) Dune excavation permit is attached. Certifi.edlthis-,,,J_4_,,day-Of- �F/t �2 -J0�GvU-(SEAT,) ------ Florida Architect 's License No. Professional Engineer's License No. ?33a-SZ ca fat*- i � ReCE"F, / CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS, y ;�'� MOVING, DEMOLITIONS �UE ;Ci't'y/ of _ , A A�lan.i�C--6�AQ_er(s) Job Addr kg - VEL Ve Phone S Lot# 346 r Block or Unit# Subdivisions S Contractor 6o4��i fc- /°� �U� State Lice�rnse,I# � e-�/ � Address GCC'_ C' tti�1�"7�/� Y' Phone `�6`t- Il1V I l�F- St to Zip Ci Describe work to be done I -T—(()AJ E/� b�✓+l 7 U Present use of building K, ``� DC=0-F I R Valuation of Proposed Construction -a '1'f°, meq'. Proposed use 9 E-5 fpt=ti°T I N" _ Is this an addition? �S If yes, what are the dimensions of the added space: ft. x ft. ;s 3S Will the added area be heated and cooled? &/e s New electrical (or increase)_j New plumbing fixtures? New fireplace? <s New Heat/AC? e s SUBMIT THREE (COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/ CONTRACTOR AFFIDAVIT, IF OWN IS CONTRAC R. G Signature of OWNER \ Date: Signature of CONTRACTOR �� ~ Date STATE OF F IDA COUNTY OF A t j Sworn to (or affirmed) and subscribed before me this day of , 2001 AS TO OWNER: Notary's Signature, MARY JO WAGNER 0----personally known ;.: Notary Public, State of Florida ❑ Produced Identification My comm. expires Mar. 18, 2002 Comm. No. CC 725864 Type of identification produced Swom to (or affirmed) and subscribed before me this day of s 200 AS TO CONTRACTOR: Notary's Signatur r Personally known ❑ Produced Identification Type of identification produced CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FI 32233 - Tel. (904) 247-5826 ROOFING PERMIT -PERMIT INFORMATION __ LOCATION INFORMATION Permit Number: 21015 Address: 580 SHERRY DRIVE Permit Type: RE-ROOF ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: 1,250.00 OWNER INFORMATION ti Date Issued: 11/20/2000 Name: PARKER, CATHY Total Fees: 25.00 Address: 580 SHERRY DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 11/20/2000 Phone: (000)000-0000 Work Desc: REROOF C__ONTRACTORS ( _ ) -- — APPLICATION FEES _ _ WILLIS ENTERPRISES` OF JAX, INC PERMIT 25.00 I ectiowRecLijired NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. t25.B8 14 Dates 11/28/88 81 Receipt: M13826 CASH Y OF ATSPTICEACH 88188883221898 WATER IMPACT FEE WORK SHEET ADDRESS: S 0 DRAINAGE FIXTURE UNIT E lits-r106 FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 � — Z— Bathroom group consisting of water closet, lavatory, J bidet, and bathtub or shower 6 3 Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fountain 1/2 (.) Floor drains 2 C? Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or / dishwasher 2 ' I Laundry tray (1 or 2 compartments) 2 Lavatory 1 , Shower compartment, domestic 2 Sink 2 / Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS MULTIPLIED x 20 TOTAL $ - I N 01 = CTi `< C r' 0 � ANN � N -+ OCnAW n _ r D m 0 ` w (D = (D o --1m N N C a w v � p N v 0 m cn (D : 0 _ � Q N Np�jlOwQQv�� ANG') N � ON r z NINCOJ�► � O � VtOOD N p C7 6 (n X C cD (D _0 -p = -n — r w �' n m vA o N N C -gyp N W I w V v O 0 N Z r•r Z 0 0 INtovODWV V Co CD A OONOWO -4 CO N NCA 00 N Q �. Cl) CD otI m r -� < CA O N D W p m N 3 co (D .. .. Z W O Z a1 N N N w y = r�.�.-� m o -i < \ �\ N = v = wN = ai = ai =Mair- n r- 0- m (D w to _ W O+ cn w Ulw cn.. W .. N Z C �\ p Z = O O v O N O v D o D D MND m � ri .M o m 0 _� ; O o m Sao mZ � C) (1) M o U) 0 cn o p n DO (D I m Z o T n m N U) � _ (D I� � � = yl � Z0 � n a a T -u 'VZ& = Z 'UZ 'UDZZ O O � p 0 0- n � r r- CDo _ _ CCD O rn � � � N C _= 11 O 00 ��, ;:p O D = cD Du LL (7) c x N � 1 G O G fv Q- N 0 000 • M F3 cn z CL D DDS a I � � (D r* oN, s r rr c rnDrnD � rn 0 0^ o 0 a r r te_ = V/ D. cfl a c*) as z .. o V O N N CD c J O J O C a J JQ Q Q }} � O v � �- F- U � U �'.� � oUU U pmU c� rn O Z � u): ILCj) 0 DQE � � < U) U EL (LaNN a N ��? o �- �- 7-1 ICT (a (L"-J 2 N m Q�� -' (D X r co Q .- COD O 4-f C-) m C Z �:+ } (V O Q Q Q O Q Q r" U Q U O o zz "aza. z IL zan. a 3 = aaz � �a'IL ° z v ... cv a N o V a m N a z m v ca w_ ti m = U cnN z W bo Lf) w Z w v = U w o 0 a/ .-. Z J C Q i W C �"= Q Q �' o U O ^ i _ O Q O N O O = Z OM _ z N U CO (1) = FN- = � = HN2 W �� W W C o I W Cm Si CV f- v.Q v () Ce) _ U U ~ O M S U . l 00 E Y O Z v Z o O >, OR W � U = Ln = _ Lf) -� Lf) � W I _ Cl) 5 3 Cl) D Q u t jj nOM (00 ~ NOS W N IT LL U co � co 1` 1-- C14 � N y fl Li �- ^ O Z 0 Z M m O N M I IM m (N7 a +; M O a�900 U C m V LL CL m U) (O O -� �. � D Z 00 0) I,- p- cDoclO � N `� LO a _ O N a1 NOCDNMN � C70CGN J Ntf) I� I� � OD � r- (D � �1 Ln V _0 [1 N m � g — v U) a) CO _ m V m O N O = Q N CY O >, N N W i [1 U U L LL N = 2 C m M r= H m m 2 Ln LL Q Ov LO LO QQQQmmU � W LL. o Q F- 2 Q N 52-6-8 _ 28-5-0 Y I ✓tel r, N - m JT `9 JT JT m jp ✓t�, j2 -1- - J8 J8 J6 J6 J4 J4 J2 7-0-0 u - -0 J2 F1 B5 m J2 J2 `9 m c J2 J6 � cu F2 cc J2 F2 — J4 J2 F2 J6 J4 Fo J8 J6 8 - '2. 23-6-0 ✓fir, - m - - OD C? J3 J5 CD J7 KI --- 17-9-0 8-5-0 19-11- 46-1-0 t 9809 11�MOi-I W I©-9Z-0I� "ON BOi 'k@ NMW1-jG -31FJp 31tJ]S NOISIrl3Zi III S � SON -jA xH :AnH ❑OOMcJON fii l 6S • ----ss3baa� 1103-1 S-1dI�1�11�1�J ONICI -i i n si L-JUHzinci a3a-iine 1- - I , rl "i . m fl fT f m N RJ m J � sa:)uelswnono flue uapun pnJ u- uo lied w paxipoudau aq lou flew 6u-uaaur6ua pue lnofiel ssnul IInJ u' uoJ ped Plun filuadoud xw wewau sassnul lorpoid wall Jo filu6alw all AJ apsuodsau k-13—US aue 1� Ol SIR] dd1X1 N[ 110S3d 111M 1UH1 UNdH1 sw,13auw:) 6w,-cddns Jo suau6.sa0 aunl-)nuls 6u,luoWns all ' of fi19wasse J.' all Jo uoll"alw pug uo!loa":) JOJ apinoud �N[d'� 1N0SN[ Ol SNOII[ONOI lld >,l[N3� 11[0818 filalgNWO 01 020338 J0 833II9M3 all wJ uapuo pa-lddns aue suo,lgln�le� asayl sluawaumu bau 6ueuq pug uo,l]awo:) wJ 11[M USE �Nd 1M A OT11111M ld OW 100�d1 01 LK)w6ua ssnul of g:)ab fiun(w m palptd a6ewgp luanaud of ia1paua 6uunp aue awaulxa yl!M palpjey aq lsnw sassnul wnw.xew ,alum uo 0-01 IR paDLu9 )i lsnw sassnul pagdde 1H1 10 IDA ONd Ml[�1N SMOM SSE HE - bu,lle�s p-43 -111)q l�a,Ip W n aJNM uw-xew am luuo h2 l@ paoeuq aq lsnw sassnul pagdW s, 6u,yleays puoyo dol 'TII iffI1111OU TRW A SOM ONd SSSM -pap ou auayp �,l,sod gwnld pug odQ :)15 g iPaualsQJjwba pug pahaua aq llgls sassnul swjlw�idde �IJ,3ads w pau�nbau aq fQwNO id110A dOl 11M00S 110S 1Hl SI 11100 S1Hl ddo 4jUaA 6u 1 j!Fbaivad � �LP'4u burp bu'''wJp pug 6widdol luana�d of pannDau sfieMlg si �iyM 6u:)euq uo'loa,a pie fiuguodwal buipug6au aoinpg lowissaJoud ,laas of pauoiing.) aue lU a sassnul 6wlaua suauew l uo sap ssnuln^ jMUaO oOnS uoleotugeJ ssnul a,41 jo filillpsuodsau ail lOu 51 ONIJW -- ------—— -- 013131 1 CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION JOB LOCATION. YO IS eV'r V . Z)r, OWNER OF PROPE TY: & V- CONTRACTOR: l f �VI Y' S e5 O �x. e. C-ONTRACTOR'S ADDRESS: !7• / , �j ` e-.,, FZ zjp: .-2 STATE LICENSE NUMBER: �Q C 'L� 4 a,, —C 4/- TELEPHONE: D DESCRIBE WORK TO BE PERFORMED: i�l�lc[S � G prt? VALUATION OF PROPOSED CONSTRUCTION MATERIALS TO BE USED: /'� I G G E p 1 Id en /� 1 �YC i'I C1 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: �� r SWORN TO AND SUBSCRIBED BEFORE ME THIS- DAY OF N ARY PUBLIC Liability Insurance Supplied t re ; r MYcoMMISSio.q, vaPC�58 rapfRES krVer,<ers Compensaden Insurance Supplied �:aabe. ,�••`• BONDED TFWU TRp, +a Contractor License Information Supplied Occupational License Information Supplied 30Y L Reed .; W COMMIS "#CCn ?'•. '.r October 4 2002 WIRES BONDED THRU TROY FMN IMUD VSE WC FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 580 Sherry Dr Builder: Lawrence Murr Address: 580 Sherry Dr Permitting Office: Jacksonville City, State: Jacksonville, FI Permit Number: Owner: Jurisdiction Number: 261300 Climate Zone: North 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:60.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 10.50 _ 4. Number of Bedrooms 4 _ b.N/A _ 5. Is this a worst case? No 6. Conditioned floor area(112) 2804 fl c. N/A - 7. Glass area&type _ a. Clear-single pane 0.0 ft= 13. Heating systems b.Clear-double pane 336.0 ft2 _ a. Electric Heat Pump Cap:60.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 - HSPF:7.00 - d. Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A - 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0, 162.0(p)ft _ c. N/A _ b.N/A _ - c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:66.0 gallons - a. Frame,Wood,Exterior R=11.0,960.0 112 - EF:0.91 b. Frame,Wood,Exterior R=11.0,362.0 fl' - 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=19.0,2319.0 ft2 - 15. HVAC credits b.Under Attic R=19.0,364.0 112 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0, 150.0 ft - MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as-built points: 33328.00 PASS Total base points: 33343.00 I hereby certify that the plans and specifications covered Review of the plans and O�111E Sr,4J,' by this calculation are in compliance with the Florida specifications covered by this Energy Code. calculation indicates compliance p with the Florida Energy Code. w °" PREPARED BY: �-Cts-✓" Before construction is completed DATE: this building will be inspected for I hereby certify that this buildi as designed, is in compliance with Section 553.908 compliance with the Flo Ene y Code. Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: DATE: L�y/o� DATE: t - '3 - Z tnergyvaugee(version: FLK1 rw 2.UZ) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 580 Sherry Dr, Jacksonville, FI, 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 2804.0 33.06 16683.3 Double,Clear E 9.0 6.0 30.0 40.22 0.43 522.4 Double,Clear E 9.0 6.0 16.0 40.22 0.43 278.6 Double,Clear E 1.5 6.0 45.0 40.22 0.91 1652.1 Double,Clear N 1.5 6.0 60.0 19.22 0.94 1082.4 Double, Clear N 1.5 6.0 9.0 19.22 0.94 162.4 Double,Clear N 1.5 6.0 30.0 19.22 0.94 541.2 Double,Clear W 1.5 6.0 10.0 35.99 0.91 337.8 Double,Clear W 1.5 6.0 9.0 36.99 0.91 3040 Double,Clear W 1.5 6.0 30.0 36.99 0.91 1013.5 Double,Clear W 1.5 6.0 20.0 36.99 0.91 675.6 Double,Clear S 1.5 15.0 20.0 34.50 0.99 683.6 Double,Clear S 1.5 13.0 9.0 34.50 0.99 307.2 Double,Clear E 1.5 6.0 9.0 40.22 0.91 3304 Double,Clear S 1.5 6.0 9.0 34.50 0.86 265.8 Double,Clear S 1.5 6.0 30.0 34.50 0.86 886.1 As-Built Total: 336.0 9043.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent CIO 0.0 0.0 Frame,Wood,Exterior 11.0 960.0 1.70 1632.0 Exterior 1322.0 1.70 2247.4 Frame,Wood, Exterior 11.0 362.0 1.70 615.4 Base Total: 1322.0 2247.4 As-Built Total: 1322.0 2247.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 48.0 6.10 292.8 Exterior 48.0 6.10 292.8 Base Total: 48.0 292.8 As-Built Total: 48.0 292.9 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 2289.0 0.60 1373.4 Under Attic 19.0 2319.0 1.10 2550.9 Under Attic 19.0 364.0 1.10 400.4 Base Total: 2288.0 1373A AsBuilt Total: 2683.0 2961.3 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 162 0(p) -37.0 -5994.0 Slab-On-Grade Edge Insulation 0.0 162.0(p) -41.20 -6674.4 Raised 0.0 0.00 0.0 Base Total: -6994.0 As-Built Total: -6674.4 EnergyGaugeO DCA Form 60OA-97 EnergyGauge9)/ResFREE'97 FLR1 PA 2.02 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 580 Sherry Dr, Jacksonville, FI, PERMIT# BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2804.0 10.21 28628.8 2804.0 10.21 28628.8 Summer Base Points: 43231.8 Summer As-Built Points: 36489.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 36489.1 1.000 0.974 0.325 1.000 11548.9 43231.8 0.3573 15446.7 36489.1 1.00 0.974 0.325 1.000 11548.9 EnergyGaugeT1°DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR1 PA 2.02 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 580 Sherry Dr, Jacksonville, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points .18 2804.0 9.76 4928,5 Double,Clear E 9.0 6.0 30.0 9.09 1.39 379.1 Double,Clear E 9.0 6.0 16.0 9.09 1.39 202.2 Double,Clear E 1.5 6.0 45.0 9.D9 1.04 423.6 Double,Clear N 1.5 6.0 60.0 14.30 1.00 860.3 Double,Clear N 1.5 5.0 9.0 14.30 1.00 129.0 Double,Clear N 1.5 6.0 30.0 14.30 1.00 430.1 Double,Clear W 1.5 6.0 10.0 10.77 1.02 110.2 Double,Clear W 1.5 6.0 9.0 10.77 1.02 99.2 Double,Clear W 1.5 6.0 30.0 10.77 1.02 330.5 Double,Clear W 1.5 6.0 20.0 10.77 1.02 220.4 Double,Clear S 1.5 15.0 20.0 4.03 0.99 80.2 Double,Clear S 1.5 13.0 9.0 4.03 0.99 36.0 Double,Clear E 1.5 6-0 9.0 9.09 1.04 84.7 Double,Clear S 1.5 6.0 9.0 4.03 1.12 40.5 Double,Clear S 1.5 6.0 30.0 4.03 1.12 135.1 As-Built Total: 336.0 3561.1 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood,Exterior 11.0 960.0 3.70 3552.0 Extenor 1322.0 3.70 4891.4 Frame,Wood,Exterior 11.0 362.0 3.70 1339.4 Base Total: 1322.0 4891A As43uitt Total: 1322.0 4891.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior wood 48.0 12.30 590.4 Exterior 48.0 12.30 590.4 Base Total: 48.0 690A As43uitt Total: 48.0 690A CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 22890 1.20 2746.8 Under Attic 19.0 2319.0 2.00 4638.0 Under Attic 19.0 364.0 2.00 728.0 Base Total: 2288.0 2746.8 As-Buitt Total: 2683.0 5366.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 162.0(P) 8.9 1441.8 Slab-On-Grade Edge Insulation 0.0 162.0(p) 18.80 3045.6 Raised 0.0 0.00 0.0 Base Total: 1441.8 As-Built Total: 3046.6 EnergyGaugeO DCA Form 60OA-97 EnergyGaugeVResFREE'97 FLR1 PA 2.02 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 580 Sherry Dr, Jacksonville, FI, PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2804.0 -0.59 -1654.4 2904.0 -0.59 -1654.4 Winter Base Points: 12944.5 Winter As-Built Points: 15800.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 15800.2 1.000 0.990 0.487 1.000 7616.3 12944.5 0.5340 6912.4 15800.2 1.00 0.990 0.487 1.000 7616.3 EnergyGauge'"^DCA Form 50OA-97 EnergyGaugeQD/ResFREE'97 FLR1 PA 2.02 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 580 Sherry Dr, Jacksonville, Fl, 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 4 2746.00 10964.0 66.0 0.91 4 1.00 2655.47 1.00 10621.9 As-Suitt Total: 14162.5 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 15446.7 6912.4 10984.0 33343.1 11548.9 7616.3 14162.5 33327.7 PASS 0,010 S7. i coD Wr, � . EnergyGauge-m DCA Form,500A-97 EnergyGauge®/ResFREE'97 FLR1 PA 2.02 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 580 Sherry Dr, Jacksonville, FI, PERMIT#. 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors_ j 606.1.ABCA.1 Maximum:.3 cfm/sq.ft.window area;.5 cfm/sq.ft.door area. Exterior&Adjacent Walls 6W.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seat between:windowsldoors&frames,surrounding wall, foundation&wall We 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 606A.ABC.1.2.2 Penetrations/openings>I Ar sealed unless backed by truss or joint members. -- '- EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penebabons 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 seated 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 bQx with 1/2'clearance&Y 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 refits 606.1.ABC.1.3 Exhaust fans vented to outdoors,dam Pers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES Imust be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 1612.1 Compy with efficiency requirements in Table 6r12.Switch or clearly marked circuit _ 1 breaker(electric)or cut"s)must be provided. Extemal or built in heat trap requirEd. __ Swimming Pools&Spas 612.1 Spas&heated pods 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'm DCA Form 600A-97 EnergyGauge(@/ResFREE'97 FLR1 PA 2.02 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE" = 84.2 The higher the score,the more efficient the home. 580 Sherry Dr, Jacksonville, FI, 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a- Central Unit Cap:60.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 10.50 _ 4. Number of Bedrooms 4 b.N/A W 5. Is this a worst case? No 6. Conditioned floor area(tt) 2804 ft2 e. N/A _ 7. Glass area&type a. Clear-single pane 0.0 ft - 13. Heating systems b. Clear-double pane 336.0 ft2 _ a Electric Heat Pump Cap:60.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF 7.00 _ d.Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A _ 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0, 162.0(p)R _ c. N/A _ b.N/A _ c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap:66.0 gallons _ a. Frame,Wood,Exterior R-11.0,960.0 ft _EF:0.91 _ b. Frame,Wood,Exterior R-11.0,362.0 ft2 _ b.N/A c. N/A d.NIA _ e. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0,2319.0 ft _15. HVAC credits _ b_Under Attic R=19.0,364.0 W _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan. 11. Ducts _ PT-Programmable Thermostat, a_ Sup:Une. Ret:Une. All:Interior Sup.R�6.0, 150.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) 04-tm sT,V� in this home before final i 'on_ Othe " , a new EPL Display Card will be completed �ti oA based on installed C compliant flea Builder Signature: 7, Date: Address of New Home: -70 f,�x Ky rr, City/FL Zip: Adf?v17 c 11��946i 11L_ +�C0n W-e *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. 71ris is not a Building Energy Rating. if your score is 80 or greater(or 86 for a US EPA/DOE Energy&JP designation), your home may qualify f>r energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec.uqf edu for information and a list of certified Raters. For information about Florida's Energy Effrciencv Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge*(Version: FLRIPA 2.02) DATE: 12/3/01 MANUAL "J" SUMMARY REPORT -------------- Prepared For: Prepared By: Lawrence Murr R. B. Ellis Energy Design Systems Job Name: 580 Sherry Dr *********************************************************************** DESIGN CONDITIONS For Jacksonville OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 32 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor (%) 5 Latent Factor (%) 29 *********************************************************************** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM ------- ------- ------- ------- WHOLE HOUSE 45299 1510 38910 1621 ------- ------- ------- ------- HEATING COOLING DELTA T 40 DELTA T 23 NOTE: **Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. *** PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 DATE: 12/3/01 MANUAL "J" DETAILED REPORT FOR ENTIRE HOUSE Prepared For: Prepared By: Lawrence Murr R. B. Ellis Energy Design Systems Job Name: 580 Sherry Dr ************************************************************************ EXPOSURE GLASS NORTH SOUTH EAST WEST NE/NW SE/SW HORZ TOTAL ------------------------------------------------------------------------ AREA 99 68 100 69 336 COOLING 2475 2720 7400 5106 17701 HEATING 3168 2176 3200 2208 10752 ------------------------------------------------------------------------ WALLS TOTAL ------------------------------------------------------------------------ AREA 1322 1322 COOLING 3305 3305 HEATING 5288 5288 ------------------------------------------------------------------------ DOORS TOTAL ------------------------------------------------------------------------ AREA 48 48 COOLING 634 634 HEATING 994 994 ------------------------------------------------------------------------ FLOOR AREA COOLING HEATING ------------------------------------------------------------------------ SLAB 162 5897 RAISED WOOD ------------------------------------------------------------------------ CEILING AREA COOLING HEATING ------------------------------------------------------------------------ UNDER ATTIC 2319 5566 5566 SGL ASSEMBLY KNEE WALL 364 837 983 ------------------------------------------------------------------------ MISCELLANEOUS COOLING LOADS --------------------------- People Sensible Load 1500 Latent Load 5264 Lights & Appl . Load 1200 Latent Safety Btuh 263 Ventilation Load Duct Heat Gain 3137 Infiltration Load 3328 Sensible Safety Btuh 1703 TOTAL SENSIBLE LOAD 38910 TOTAL LATENT LOAD 5527 Summer ACH 0 . 4 Temp. Swing Mult. 1. 00 *** Total Cooling Load 57769 BTUH Or 4 . 81 Tons *** MISCELLANEOUS HEATING LOADS --------------------------- Infiltration Load 12259 Ventilation Load Duct Heat Loss 1474 Safety Btuh 2087 Winter ACH 0. 7 *** Total Heating Load 45299 BTUH Or 3 . 77 Tons*** N D = D ` G) -nM00w oDDDD 0 = cn l< r 0 � ANN -� N � � CJI AW 00 C �, tD r - - .. 0 n ' W (D 00 v Im N N C ;a f� Q N N WO Cl) N n cn cD `� to C-rt cn ? = Q (D v 0 cnI CA D $ 0 03 -4 A WN0OCD a: 0 WN N co CC) ODr l-" Z c ;� N v0 rn L x c cD NO W I (� f.+C 70N W I V A. cD V 0 0 N " Z ...+ z 0 0 ci coAN,j O v U) �I coNo -4 CA p01 I# O Vt N V OD N --►-p ( 00 o W O _ A I .� I cnr CD� CC �< Q fD V7 W O - I O N I v m N 3 w C7 Z to \ _ D i� = r N v �.-. � oW I < n n N --� cQ Cl) v u=, vCn0 (S�► Wu=, wc=� w � o N m 3 � v ` O O o N C z CD Am mm Ca ) v v M CA m 2 0 a i U) o I o f P N m O _ I Z �� C/) m n 00 I= � _ ZZ O O — _ Z Z D DD o, (� D0 0 DD O v co rn rr r- c > > -----�� --� m O OD cr OD o ? 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III Fax 314/434-5343 The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Builders Truss Manufacturing Pages or sheets covered by this seal: I1581162 thru I1581198 My license renewal date for the state of Florida is FEBRUARY 28,2003. APPROVED CITY OF ATLANTIC BEACH .BUILDING OFFICE 02 C.. • � 36191 Of �z QP \ '''��; PERE ��•`'� October 31,2001 Wert,David The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSUTPI-1995 Sec. 2. Jam- rus Truss Type Qty Ply DUR M IL ING MATERIALS/NOE RES. III 11581162 6086 Al ROOF TRUSS 1 1 (optional) url ers russ Mfg., Woodbine, GA 31569 4.201 SR1 s Aug 22 2001 Mi ek Inrlustrles, Inc. Fri Oct 26 :20:48 2001 Page 1 11 4-01 4-1-11 8-0-0 i 12-10-8 14-6-61 20-11-0 I 24-1-6 3310-0 36-1-0j7-3-1 40-1-8 42-11-7 46-1-0 47-5-9 1-40 4-1-11 3-10-5 410-8 1-7-14 6-410 3-2-6 9-8-10 230 1-2-8 2-10-0 2-10-0 3-1-9 1-40 Scale=1.82.5 5x6= 11 50 14 6x123x6 = 9 6x14 4.00 12 6 - - 5x5 7 - 3x6 3x6 = 4 10 12 15 16 17 4x4 19 3 4x4 20 ry 2 3x4 = 1 21 d 22 23 4x6 35 34 33 32 31 30 29 28 27 26 25 1 I,h 13 4x4 = 4x4 = 5x5 = 4x4= 4x8= 6x6= 4x4 = 4x4= 4x4 = 6x6= 24 l 400 = 46= 4x6 = 1,75112 41-11 B-0-0 i 12-10-8 14-6-6 20-11-0 241-6 33-10-0 37-38 41-6-8 46-1-0 41-11 3-10-5 410-8 1-7-14 6-410 3-2-6 94-10 3-5-8 43-0 46-8 Plate Offsets MY): 13:0-0-12,0-2-01, [4:0-1-8,0-3-01, 8:0-4-0,0-2-81, [9:0-0-8,0-3- 10:0-2-8,0-3-01, 117:0-3-4,0-3-01, 122:0-0-8,0-2-01, 24:0-2-8,0-2-0, [25:0-1-12,0-3-81, [29:0-3-0,0-4-41, 133:0-2-8,0-2-121 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) 0.14 24-25 >999 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.19 24-25 >999 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.05 22 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight:404 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 'Except' TOP CHORD Sheathed or 4-6-10 oc purlins. Except: 4-10 2 X 4 SYP No.2, 10-17 2 X 4 SYP No.2 3 Rows at 1/4 pts 4-17 BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No-3 REACTIONS(Ib/size) 22=956/0-3-8, 35=1594/25-6-0, 34=294/25-6-0, 33=996/25-6-0, 32=3070/25-6-0, 30=-99/25-6-0, 29=2249/25-6-0, 31=69/25-6-0, 2=361/25-6-0 Max Harz 2=270(load case 2) Max Uplift22=-705(load case 3), 35=-878(load case 2), 34=-238(load case 2), 33=-851(load case 2), 32=-1377(load case 21, 30=-163(load case 3), 29=-1448(load case 3), 31=-51(load case 3), 2=-341(load case 2) Max Grav 22=956(load case 1), 35=1698(load case 5), 34=312(load case 5), 33=996(load case 1), 32=3161(load case 5), 29=2249(load case 1), 31=69(load case 1), 2=379(load case 5) ,,'t!!lIllPr7rrl�, FORCES(lb)-First Load Case Only `�oOPV\QAC TOP CHORD 1-2=31, 2-3=-345, 3-4=262, 4-5=101, 5-7=131, 7-8=131, 8-10=524, 10-12=872, 12-13=872, 4 .• •. �i 13-15=872, 15-16=1543, 16-18=630, 17-18=-409, 17-19=-1149, 19-20=-1855, 20-21=-2618, �•�t �F�CiQTF • 'moi 21-22=-2516, 22-23=30, 4-6=216, 6-9=268, 9-50=-98, 11-50=156, 11-14=-44, 14-17=239 . • BOT CHORD 24-25=2533, 22-24=2300, 2-35=275, 34-35=-77, 33-34=-197, 32-33=-226, 31-32=-634, 30-31=-634, a NO.36197 29-30=-1639, 28-29=-726, 27-28=313, 26-27=1007, 25-26=1703 - WEBS 3-35=-485, 4-35=-541, 4-34=-175, 8-33=-880, 8-32=-522, 12-30=-326, 15-30=892, 15-29=-1304, ;fit® 7k • � 16-29=-1213, 17-26=523, 19-26=-761, 19-25=613, 20-25=-796, 20-24=-26, 21-24=204, 8-9=-1157, - o STATE OF 6-7=-114, 13-14=-878, 5-34=-81, 5-33=-40, 10-32=385, 10-30=-451, 16-28=934, 18-27=807, r� „ n- 18-28=-1384, 17-27=-1015 �F(,'••;�ZOR10� P••>c = / \� NOTES1�This truss has been checked �R�'•�CN 2)This truss has been designed ffor the or awind loads lanced loading lys10 mph winds at 25 ft above ground level,using 5.0 psf top 44614100 G```\ chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face),see MiTek "Standard Gable End Detail" 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 M1120 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 7) Bearing at joints) 22 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 705 Ib uplift at joint 22, 878 Ib uplift at joint 35, 238 Ib uplift at joint 34, 851 Ib uplift at joint 33, 1377 Ib uplift at joint 32, 163 Ib uplift at joint 30, 1448 Ib uplift at joint 29, 51 Ib uplift at joint 31 and 341 Ib uplift at joint 2. 9)This truss has been designed with ANSI/TPI 1-1995 criteria. October 31,2001 10) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated,fastened to truss TC w/2-1 Od nails. ,&WARNING-VerVy design parameters and READ NOTES ONTNIS AND REVERSE SIDE BEFORE USE. aiiiiiiiiiiiiiir Design valid for use only with MITek connectors.This design is based only upon parameters shown,and Is for an Individual building component to be � installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsiblllty of bulici ng designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibillty of the erector. Addltbnal permanent bracing of the overall structure is the responsibility of the building designer.For general guldance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek° Handling Installing and Bracing R•comm•ndarhon available from Truss Plate Institute,583 D'Onofrb Dilve,Madison,VVI 53719. J0 cuss cussType Qty ly BUILDIING MA ALS/NOE R 11581162 6086 Al ROOF TRUSS 1 1 (o tionap Builders Truss Mfg., Woodbine, GA 31569 4.201 S 1 s Aug 22 2001 Mi ek In ustrres, nc. ri Oct 26 15:2-0--.4-8--2-00—f ge 2 NOTES 11)Special hanger(s)or connection(s)required to support concentrated load(s) 3069.41b down and 1391.41b up at 17-9-0, and 866.71b down and 758.21b up at 8-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-80.0, 17-23=-80.0, 22-25=-20.0, 32-35=-26.7, 25-29=-20.0, 4-50=-186.7, 11-50=-80.0, 11-17=-80.0 Concentrated Loads(lb) Vert: 35=-866.7 32=-3069.4 ,�1111111111ryIII IVF •,, N0.36191 • STATE OF Q s • rrr f�.°°e•••C��a``� OEDIEN��, AWARMNG-Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is ie sponsiblllty of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stablllty during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the bullding designer.For general guidance iegoiding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek° Handling Installing and Bracing R•commondation available from Truss Plate Institute,583 D'Onofrio Drlve,Madison,WI 53719. job russ russ ype Qty ly I NG MATERIAL /NO S. I 11581164 6086 A3 ROOF TRUSS 1 1 (optional) Builders Truss Mfg.,Woodbine, GA 31 -694.201 SR1 s Aug 22 2001 MiTek Industries, Inc. Fri Oct 26 1 :20: 2001 age 1 X01 23-8 13-3-1 9-8-4 1 16-1-0 y-1-p 23-0-8 30-7-9 38-2-9 46-1-0 17-5-9 1-4-0 2-3-8 1-0-0 6-4-12 6-4-12 1-0-0 5-11-8 7-7-1 7-7-1 7-10-7 1-4-0 Scale=1:78.8 5x8= 4.00 F12 2x4 II 5x6 8 2x4 II 4x4 2x4 11 2x4 11 2x4 II 2x4 11 2x4 11 7 4x4 6x8 G5 6 9 2.4 II 2x4 1 3x6 4x8 Zz� 2x4 11 46%4 10 4x4 3x6 13 11 2x4 11 2 1 3 II 12 13 o d 48 9d 27 26 25 5x8= 24 23 22 21 20 19 187 16 15 14 4x6 = 4x8= 5x8 = 3x4 = 3x4 = 3x6= 2x4 II 19-2-12 2-3-8 3- 9-8-4 16-1-0 17-1- 23-0-8 30-7-9 38-2-9 46-1-0 2-3-8 1-0-0 6-4-12 6-4-12 1-0-0 2-1-12 3-9-12 7-7-1 7-7-1 7-10-7 Plate Offsets (X,YI: 16:0-3-0,0-3-81, 23:0-4-0,0-3-4, 125:0-6-0,0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.16 2-27 >999 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.22 2-27 >999 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(TL) 0.05 23 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min Well = 360 Weight: 378 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 "Except" TOP CHORD Sheathed or 6-0-0 oc purlins. 1-4 2 X 8 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: BOT CHORD 2 X 4 SYP No.2 4-7-8 oc bracing: 25-26. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-26, 8-23, 9-22 OTHERS 2 X 4 SYP No.3 REACTIONS(Ib/size) 18=-29/17-9-12, 23=2749/0-3-8, 20=479/17-9-12, 16=444/17-9-12, 21=113/17-9-12. 19=88/17-9-12, 17=35/17-9-12, 15=-57/17-9-12, 14=152/17-9-12, 1=379/0-3-8, 12=347/17-9-12 Max Harz 1=-113(load case 3) Max Upliftl 8=-31(load case 5), 23=-1634(load case 2), 20=-401(load case 3), 16=-440(load case 3), 15=-57(load case 6), 14=-5(load case 3), 1=-228(load case 3), 12=-356(load case 3) Max Grav 23=27490oad case 1), 20=587(load case 6), 16=554(load case 61, 21=113(load case 1), 19=88(load case 1), 17=40(load case 5), 15=43(load case 3), 14=152(load case 6), 1=379(load case 5), 12=378(load case 6) FORCES(lb)- First Load Case Only TOP CHORD 1-2=-93, 2-3=308, 3-4=1471, 4-5=1623, 5-6=1594, 6-7=1757, 7-8=1800, 8-9=1006, 9-10=688, 1111111111/11 . 10-11=515, 11-12=281, 12-13=25 BOT CHORD 2-27=-151, 26-27=-151, 25-26=-1624, 5-26=-252, 24-25=-45, 6-25=-648, 23-24=-193, 22-23=-869, ``��1OP . C'.f�rF� 21-22=-564, 20-21=-564, 19-20=-156, 18-19=-156, 17-18=-156, 16-17=-156, 15-16=-156, �.G��S�F�CAj�C`� 14-15=-156, 12-14=-156 WEBS 3-27=159, 3-26=-1395, 7-25=58, 8-23=-1783, 8-22=293, 9-22=-371, 9-20=-306, 11-20=-434, is 11-16=-384, 7-23=-284, 23-25=-1632, 6-26=618 N0.3fi197 NOTES . • 1)This truss has been checked for unbalanced loading conditions. • STATE OF •n-+ 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top �+ •� chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category I, condition r��G?°•;2oR`p?•��,-`� enclosed building, of dimensions 45 it by 24 it with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are Vj 0 +°..•• ` �� not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The <<!44Z--qEt(�1E: llumber DOL increase is 1.33, and the plate grip increase is 1.33 3)All plates are 1.5x4 MII20 unless otherwise indicated. 4) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 Ib uplift at joint 18, 1634 Ib uplift at joint 23, 401 Ib uplift at joint 20, 440 Ib uplift at joint 16, 57 Ib uplift at joint 15, 5 Ib uplift at joint 14, 228 Ib uplift at joint 1 and 356 Ib uplift at joint 12. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard October 31,2001 ,A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the iesponsibillty of the erector.Additional permanent bracing of the overall structure Is the responslblllty of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek° Handling Installing and Bracing Recommendalion available from Truss Plate Instltute,583 D'Onofrlo Drive,Madison,W153719. Job russ Truss Type Qty Ply DURHAM BUILDINGA IA S/NO S. 111 6086 A4 ROOF TRUSS 1 1 11581165 (optional) Builders Truss fg., Woodbine, GA 31569 4.201 S 1 s Aug 22 2001 1iT-1 Iustries, Inc. n Oct 26 :20: 3 2001 age I1-4-l1 7-10-7 15-5-7 23-0-8 30-7-9 38-2-9 46-1-0 q7-5-Q 1-4-0 7-10-7 7-7-1 7-7-1 7-7-1 7-7-1 7-10-7 1-4-0 Scale=1:79.7 6x6= 4.00 12 6 4x4 4x4 06 5 7 4x6 zz- 2x4 \\ 4 8 2x4 3 9 1 2 10 11 I� 06= 17 16 15 14 13 12 4x6 3x6= 4x6 = 4x6= 3x6 = 3x6 = 5x5= 1 9-9-1 19-2-12 28-1-1 36-11-5 46-1-0 9-9-1 9-5-11 8-10-5 8-10-5 9-1-11 Plate Offsets (X,Y): 1 :0-3-0, d e , 16:0-2-8,0-3-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.12 12 >999 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.29 12-13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.02 10 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 264 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 5-0-15 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-13 2 Rows at 1/3 pts 6-16 REACTIONS(Ib/size) 2=625/0-4-0, 16=3056/0-3-10(input: 0-3-8), 10=1134/0-4-0 Max Harz 2=-68(load case 3) Max Uplift2=-501(load case 2), 16=-1687(load case 2), 10=-80111oad case 3) Max Grav 2=728(load case 5), 16=3056(1oad case 1), 10=1179(load case 6) FORCES 11b)- First Load Case Only TOP CHORD 1-2=13, 2-3=-319, 3-4=69, 4-5=69, 5-6=1473, 6-7=-289, 7-8=-1574, 8-9=-1574, 9-10=-1850, 0 BOTCHORD 2-17300, 16-17=-794, 15-16=-405, 14-15=-405, 13-14=-405, 12-13=694, 10-12=1743 �� C• Wtt'��/ WEBS 3-17=-606, 5-17=992, 5-16=-1036, 6-16=-2260, 6-13=1249, 7-13=-968, 7-12=1041, 9-12=-549 IF1C'4""' NOTES G •• �� 1)This truss has been checked for unbalanced loading conditions. ` N0.36191 21 This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf tqp • chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category I, conditi'Ar* �C •*� enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they aiy • • not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The • STATE OF Q—,. lumber DOL increase is 1.33, and the plate grip increase is 1.33 %� •. •' 3)WARNING:Required bearing size at jointls) 16 greater than input bearing size. i�FC •F4OR`I P) 4) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 501 Ib uplift at joint 2, 1687 Ib uplift joint d0uplift R c•••° �� at 1 lb 5)Thistrusshas beend8gned w ith ANSI/TPII 1-1995 criteria. �� E�1 LOAD CASE(S) Standard �0/411 October 31,2001 AWARMNG-V.,Vy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer. Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responslblllty of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek° Handling Installing and Bracing Rocommondatlon available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss russ ype Qty Ply D RHAM ILD NG MA IALS NO S. II 11581166 6086 A5 ROOF TRUSS 8 1 (optional) Builders Truss Mfg., Woodbine, GA 31 69 4.201 SR1 s Aug 22 2001 MiTek Industries, Inc. Fri Oct 2 15:20:53 2001 Page 7-7-9 1 14-11-9 22-7-0123-11-0 7-7-9 7-4-1 7-7-7 1-4-0 1.5x4 11 Scale=1:51.6 1 4.00 112 3x4 2 3x6 3 1.5x4 4 lit 5 6� d 9 8 7 3x4 = 3x4 = 4x4 = 3x4 = 11-3-9 22-7-0 11-3-9 11-3-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.09 8 >999 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.47 8-9 >565 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.05 5 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 111 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-11 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 1-9, 2-9 REACTIONS(Ib/size) 9=111 5/Mechanical, 5=1233/0-3-8 Max Harz 9=-642(load case 3) Max Uplift9=-769(load case 3), 5=-732(load case 3) FORCES(lb)- First Load Case Only TOP CHORD 1-9=-299, 1-2=0, 2-3=-1502, 3-4=-1502, 4-5=-2058, 5-6=9 BOT CHORD 8-9=1015, 7-8=1931, 5-7=1931 WEBS 2-9=-1235, 2-8=710, 4-8=-620 `,,111111111/1///►// NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psfQ.�.••••. l �� chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category I, co rtio I��ZMC4, • •• �� enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are •s not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind.She• 36191 • lumber DOL increase is 1.33, and the plate grip increase is 1.33 : N�' 21 Refer to girder(s)for truss to truss connections. — 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 769 Ib uplift at joint 9 a1;I*3J Ib • uplift at joint 5. STATE OF 4)This truss has been designed with ANSI/TPI 1-1995 criteria. ��/�F�• OR1p�rre\�L •.•a• V �� LOAD CASEIS) Standard '� REQ Ek;ll. ��111/IYl1�� October 31,2001 ,&WARNING-Vertfy d.Agn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MlTek connectors.This design Is based only upon parameters shown,and is tot an Individual building component to be � installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stablllty during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the iesponsiblllty of the buliding designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and biacing,consult CST-88 CualHy Standard,DSB-89 Bracing Specification,and HIB-91 M iTek® Handling Installing and Bracing Recommondatlon available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. Job russ Truss Type City Ply RHAM UILDING MA IA S/NO S. II 6086 A6 ROOF TRUSS q l 11581167 (o tional) Build ers russ Mfg., Woo blue, GA 3 69 4.201 S 1 s Aug 22 200 i ek Industries, Inc. rr Oct 26 :20: 2001 Page -OtL 5-1-9 � 13-0.8 17-11-0 22-5-8 23-&8 0-1-8 5-1-8 7-11-0 4-10-8 4-6-9 1-4-0 1.5x4 11 Scale=1:46.6 1 4.00 L12 3x4 2 3x4 3 3x4 4 2x4= 5 m 6 I 11 10 9 8 3x4 = 3x4 = 5x10 = d 3x8 1.75 L12 4x12 = -0�1-8 5-1-8 12-5-8 22-5-b 0-1-9 5-1-8 7-4-0 10-0-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.27 9 >989 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -0.39 9 >680 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.14 7 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 122 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Sheathed, except end verticals. 3-8 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 1 Row at midpt 1-11, 2-11 WEBS 2 X 4 SYP No.3 2 Rows at 1/3 pts 4-10 SLIDER Right 2 X 4 SYP No.2 2-0-4 REACTIONS(Ib/size) 1 1=1108/0-3-8, 7=1227/0-3-8 Max Harz 11=-638(load case 3) Max Upliftl I=-727(load case 3), 7=-768(load case 3) FORCES Ob)- First Load Case Only TOP CHORD 1-11=-199, 1-2=0, 2-3=-970, 3-4=-970, 4-5=-3135, 5-6=-3609, 6-7=-3609, 7-8=9 BOT CHORD 10-11=921, 9-10=2974, 7-9=3382 WEBS 2-11=-1259, 2-10=650, 4-10=-2119, 4-9=677, 5-9=-373 ,��TilTIfTTTf►►ryl NOTES ```�OP��Q C.•�£��/��' 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top `-11 B ��IFI CgTF• A�� chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category I, condition l4 • V • enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are ti N0.36191 s not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The • • lumber DOL increase is 1.33, and the plate grip increase is 1.33 Y*• • 2) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should • ' verify capacity of bearing surface. STATE OF e c� 3) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 727 Ib uplift at joint 11 and 768 �i��• P 'G�� Ib uplift at joint 7. 'i C'�7 0�OR10 •\Cw�� 4)This truss has been designed with ANSI/TPI 1-1995 criteria. �6ri`� •'/]•s{a�•'�,`Cj �� 9 ;';',!U LOAD CASE(S) Standard Ct71 October 31,2001 AWARNING-Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 0 Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for on Individual building component to be � installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responslbillty of building designer-not truss designer. Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responslblllty of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTe k° Handling Installing and Bracing R•com m•ndatIon available from Truss Plate Instltute,583 D'Onofrb Drive,Madison,Wl53719. J0 russ Truss Type ty Ply R M IL NG MATERIALSMOE RES. III 6086 B1 ROOF TRUSS 2 2 11581168 (o tional) udders Truss Mfg., Woodbine, GA 31 69 4.201 SR1 s Aug 20 2 01 MiTek ndustries, Inc. ue Oct 30 1 :23:09 2001 age 1 1-4-0 3-7-11 7-0-0 11-7-0 16-2-0 19-6-5 23-2-0 24-6-0 1-4-0 3-7-11 3-4-5 4-7-0 4-7-0 3-4-5 3-7-11 1-4-0 Scale=1:43.6 48 — 4.00 12 1.5x4 48 — 4 5 6 1.5x4 1.5x4 _ 3 7 0 N 2 8 7l19 ^ O 3x6 - 12 11 10 3x6 - 3x4 - 602 - 3x4 — 7-0-0 11-7-0 16-2-0 23-2-0 7-0-0 4 7 0 4-7-0 7-0-0 Plate Offsets ( ►: [4:0- -4,0-2-01, [6:0-5-4,0-2-01, 111:0-5-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.21 11 >999 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.29 11 >947 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) 0.09 8 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/dell = 360 Weight: 219 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-5-9 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=2440/0-3-8, 8=2440/0-3-8 Max Horz 2=-23(load case 3) Max Uplift2=-1371(load case 21, 8=-1371(load case 3) FORCES(Ib)-First Load Case Only ,,1111ILT►IIf/►�� TOP CHORD 1-2=9, 2-3=-5577, 3-4=-5624, 4-5=-6260, 5-6=-6260, 6-7=-5624, 7-8=-5577, 8-9=9 BOT CHORD 2-12=5158, 11-12=5376, 10-11=5376, 8-10=5158 �� ••••• J �i WEBS 3-12=187, 4-12=746, 4-11=1011, 5-11=-787, 6-11=1011, 6-10=746, 7-10=187 +�� .G�RZIfICgT�• �� NOTES N0.36197 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top • • chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category I, condition • • I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they %�1• STATE OF •n are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. sir �• � ��` The lumber DOL increase is 1.33, and the plate grip increase is 1.33OR' �'.S QP•�� 3)Provide adequate drainage to prevent water ponding. • '• �� 4) rovide mechanical plift at joi cconnection (by others)of truss to bearing plate capable of withstanding 1371 Ib uplift at joint 2 and I�/�£RED ; 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6) 2-ply truss to be connected together with l®rd Common 1.148"x3") Nails as follows: Top chords connected as follows: 2 X 4- 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4- 1 row at 0-8-0 oc. Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. 7)Special hanger(s) or connection(s) required to support concentrated load(s) 641.71b down and 561.41b up at 16-2-0, and 641.71b down and 561.41b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-80.0, 4-6=-174.2, 6-9=-80.0, 2-12=-20.0, 10-12=-43.5, 8-10=-20.0 Concentrated Loads (lb) Vert: 12=-641.7 10=-641.7 October 31,2001 AWARMNG-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is iesponslblity of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibillty of the building designer.For general guidance regording fabrication,quality control,storage,dellvery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek® Handling Installing and Bracing R•comm•ndPlate ation available from Truss ate Institute,583 D'Onofrlo Drive,Madison,WI 53719. o russ russ ype Qty Ply DURHAM G A ALS NO S. III 11581169 6086 - B2 ROOF TRUSS 2 1 (o tional) Builders Truss Mfg., Woodbine, GA 3 569 4.201 SR1 s Aug 22 2001 MI a ndustries, Inc. Fri Oct 26 15:20:56 2001 Page 1 -1-4-0 4-7-11 30-0 14-2-0 18-65 23-2-0 24-60 1-4-0 4-7-11 4-4-5 5-2-0 4-4-5 4-7-11 1-4-0 Scale=1:42.9 441 = 4x8= 4.00 12 4 5 1.5x4 1.5x4 3 6 _ ^S 2 7 �1 8 Irb d 3x6 = 11 10 9 3x6= 3x8= 3x4= 3x4= 30-0 14-2-0 232-0 30-0 5-2-0 9-0-0 Plate Offsets MY): 14:0-2-0,0-2-41, :0-5-4,0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) 0.15 11 >999 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.26 7-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.07 7 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 106 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-8-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1262/0-3-8, 7=1262/0-3-8 Max Harz 2=29(load case 2) Max Uplift2=-81 7(load case 2), 7=-817(load case 3) FORCES(Ib)- First Load Case Only TOP CHORD 1-2=9, 2-3=-2415, 3-4=-2029, 4-5=-1936, 5-6=-2029, 6-7=-2415, 7-8=9 BOT CHORD 2-11=2247, 10-11=1936, 9-1 0=1936, 7-9=2247 WEBS 3-11=-342, 4-11=253, 5-11=-0, 5-9=253, 6-9=-342 NOTES t�lltitflT//� 1)This truss has been checked for unbalanced loading conditions. ,%A*,,\D C. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top PV •••••`�,/�� chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline, on an occupancy category 1,ft condition IO`�RZIF�Cgr�• enclosed building, of dimensions 45 ft by 24 with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are • • not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. Thi • • lumber DOL increase is 1.33, and the plate grip increase is 1.33 ; NO.36197 � 3)Provide adequate drainage to prevent water ponding. `_ • � 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 817 Ib uplift at joint 2 and$311b • uplift at joint 7. STATE OF 5)This truss has been designed with ANSI/TPI 1-1995 criteria. Q �P�j•. OR1 LOAD CASE(S) Standard 0rf?�� 4giur►lNn►�� A0111�vl October 31 2001 ,&WARNING-VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 0 Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be � installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer. Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Qualify Standard,DSB-89 Bracing Specification,and HIB-91 MiTek® Handling Installing and Bracing R•comm•ndation ovallable from Truss Plate Institute,583 D'Onofrlo Drive,Madison,W153719. Job cuss cuss ype ty i y M UILDII A IALS OE RES. II 11581170 6086 B3 ROOF TRUSS 2 1 (optional) Builders Truss Mfg., Woodbine, GA 31569 4.201 SR1 s Aug 22 2001 MiTek ndustries, Inc. Fri Oct 26 15:20:56 200 age -1-4-0 5-7-11 11-0-0 112-2-0 17-6-5 23-2-0 24-6-0 , 1-4-0 5-7-11 54-5 1-2-0 5-4-5 5-7-11 1-4-0 Scale=1:42.9 4x4 = 4x8= 4 5 4.00 F12 1.5x4 1.5x4 3 6 N 2 7 ' B Id 3x4 = 10 9 3x4= 5x8= 3x8 = 11-0-0 1 12-2-0 23-2-0 11-0-0 1-2-0 11-0-0 Plate Offsets (X,Y): [4:0-2-0,0-2-41, [5:0-5-8,0-2-41, [9:0-2-4,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.15 10 >999 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.48 7-9 >576 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.07 7 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 109 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-8-13 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1262/0-3-8, 7=1262/0-3-8 Max Horz 2=-35(load case 3) Max Uplift2=-826(Ioad case 2), 7=-826(load case 3) FORCES(Ib) - First Load Case Only TOP CHORD 1-2=9, 2-3=-2309, 3-4=-1763, 4-5=-1683, 5-6=-1754, 6-7=-2306, 7-8=9 BOT CHORD 2-1 0=2157, 9-1 0=1682, 7-9=21 54 WEBS 3-10=-513, 4-10=283, 5-10=5, 5-9=288, 6-9=-519 NOTES 11111111IIilll//1� 1)This truss has been checked for unbalanced loading conditions. `��t��\��:•,IF/��/� 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top �� 0 •• l �i chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category I, condition I °G�FLj�F'CAl�• '��i enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are • • not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The Z N0.36191 lumber DOL increase is 1.33, and the plate grip increase is 1.33 • • 3)Provide adequate drainage to prevent water ponding. • • _� 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 826 Ib uplift at joint 2 and 826 Ib STATE E O� ° uplift at joint 7. w.1J• • �� 5)This truss has been designed with ANSI/TPI 1-1995 criteria. ��°•'k-, ©� •� ; i • 0 R LOAD CASE(S) Standard -!/jfREY October 31,2001 ,&WARNING-Ve ft design pammeters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ��® Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsiblllty of building designer-not truss designer. Biacing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the iesponslbllity of the bulr ding designer.For general guidance re"'ding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 HaM iTek° ndling Installing and Bracing R•comm•ndatlon avallable from Truss Plate Institute,583 D'Onofrb Drive,Madison,WI53719. Job russ Truss Type Qty Ply UR IL ING MAIALS/NO S. I 3 11581171 6086 C1 ROOF TRUSS 1 (optional) Builders russMfg., Woodbine, G 31 69 4.20 SR s Aug 22 2001 MiTek Industries, nc. n Oct 26 1 :20: 8 2 age 1 -1-0-0 2-38 338 5-1-12 7-0-0 11-6-8 16-1-0 17-1-0 20-10-15 24-7-1 28-5-0 29-9-0 1-0-0 238 1-0-0 1-10-4 1-10-4 4-6-8 4-6-8 1-0-0 3-9-15 3-8-3 3-9-15 1-4-0 Scale=1:50.3 6x10 = 4.00 F12 3x4 = 3x4 = 3x4 II 3x6= 3x4 = 44= 3 4 5 6 7 8 9 10 FU 2 d 1 4x14 = 5x10 Id a 17 16 —, 1.5x4 11 3x4= 14 13 12 11 2x4 11 3x8= 3x4 = 1.5x4 II 2-3-8 338 5-1-12 7-0-0 12-0-8 17-1-0 20-10-15 24-7-1 28-5-0 238 1-0-0 1-10-4 1-10-4 5-0-8 5-0-8 39-15 38-3 39-15 Plate Offsets( ,Y): 2:0-9- 2,0-0-01, 3:0- - 2,0- - :0-2-8, - -8], 9:0-1- 2,0-2-4, 30-2-0, -1-8, 1 0-4-0,0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.71 15-16 >474 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.97 15-16 >349 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.34 11 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/deft = 360 Weight: 446 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. 1-3 2 X 8 SYP SS BOT CHORD Rigid ceiling directly applied or 9-7-12 oc bracing. BOT CHORD 2 X 4 SYP No.2 *Except* 2-15 2 X 4 SYP SS WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 1=2829/0-3-8, 11=3244/0-3-8 Max Horz 1=202(load case 2) Max Upliftl=-1468(load case 2), 11=-1 797(load case 2) FORCES(lb)- First Load Case Only TOP CHORD 1-2=-755, 2-3=-12180, 3-4=-14271, 4-5=-13741, 5-6=-13741, 6-7=-12993, 7-8=-6758, B-9=-3962, 9-10=0, 9-11=-3136 11111�f��ir BOT CHORD 2-17=12031, 16-17=12141, 15-16=14261, 14-15=166, 6-15=-705, 13-14=1214, 12-13=3962, � / 11-12=102 `�.�OPv1D C. v ,, WEBS 3-17=1103, 3-16=2207, 4-15=-543, 7-13=-3381, 8-13=3400, 8-12=-2524, 9-12=4694, 7-15=6763, `�� °G�RTIFj�9j 13-15=5745, 4-16=-409 NOTES s NO.36197 • 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top A ° chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline, on an occupancy category I, condition I a y� enclosed building,of dimensions 45 ft by 24 it with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they app�1 e STATE CF not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 ,��. �. A •�G � 2)Provide adequate drainage to prevent water ponding. 3) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should (�.�r� verify capacity of bearing surface. L,,yy►� 4)Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 1468 Ib uplift at joint 1 and 1 797 _ Ib uplift at joint 1 1. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6) 3-ply truss to be connected together with l Od Common(A 48"x3") Nails as follows: Top chords connected as follows: 2 X 4- 1 row at 0-9-0 oc, 2 X 8- 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4- 1 row at 0-6-0 oc. Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. 7)Special hanger(s)or connection(s) required to support concentrated load(s) 641.71b down and 561.41b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-100.0, 2-3=-80.0, 3-9=-174.2, 9-10=-80.0, 2-17=-20.0, 15-17=-43.5, 11-14=-43.5 Concentrated Loads (lb) Vert: 17=-641.7 October 31,2001 AWARMNG-Veft design parameters and READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. 0 Design valid tot use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer. Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek° Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,W1 53719, Job Truss russ Type Qty y DURHAM UILDING MA RIALS NOE RES.III 11581172 6086 C2 ROOF TRUSS 1 1 (o tional) Builders Truss Mfg.,Woodbine, GA 31569 4.201 S 1 s Aug 22 2001 xTek Industries, Inc. Fri Oct 26 15:20:59 200 age 1-0-0 1-37 238 338 61-12 9-0-0 132-4 161-0 17-1-0 20-10-15 239-0 28-5-0 29-9-0 140-0 1-3-7 1-0-1 1-0-0 2-10-4 2-10-4 4-2-4 2-10-12 1-0-0 39-15 2-10-1 4-8-0 1-4-0 Scale=1:50.3 3x4= 6x8 = 1.5x4 II 4x4= 3x4= 3x4 = 46= 4.00 F12 4 5 6 7 8 9 10 11 3x6 3 3x6= 2 d5x12 = 5X10— jd 18 17 3x8 II 3x4 = 3x8= 15 14 13 12 2x4 II 3x10 = 3x6 = 1.5x4 II 1-37 2-3-8 33-8 61-12 9-0-0 161-0 17-1-0 20-10-15 239-0 28-5-0 1-37 1-0-1 1-0-0 2-10-4 2-10-4 7-1-0 1-0-0 3-9-15 2-10-1 4-8-0 Plate Offsets MY): [2:0-8-12,0-0-01, 4:0-6-0,0-2-81, 16:0-1-12-,0-2-41, W-0-11-112,0-11-81, [10:0-3-0,0-2-41, [14:0-3-0,0-1-81, 16:0-6- ,0-3-4, 9: -1-80-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in pact I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.59 2-18 >577 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.77 2-18 >436 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.29 12 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min[/deft = 360 Weight: 165 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Sheathed or 1-7-8 oc purlins, except end verticals. 1-4 2 X 8 SYP SS BOT CHORD Rigid ceiling directly applied or 4-7-6 oc bracing. Except: BOT CHORD 2 X 4 SYP No.2 *Except* 1 Row at midpt 2-18 2-16 2 X 4 SYP SS WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS(Ib/size) 1=1403/0-3-8, 12=1528/0-3-8 Max Harz 1=248(load case 2) Max Uplift1=-764(load case 2), 12=-911(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-359, 2-3=-5120, 3-4=-4000, 10-12=-1476, 4-5=-4146, 5-6=-4141, 6-7=-3835, 7-8=-3835, 8-9=-2695, 9-10=-1685, 10-11=0BOT C ,,�tttltl///.1///IIS WEBS HORD 3-18= 10685,14-118=666, 4-16=38396-17=226 -17-38396-17=226 816=1772, 914411239, 9-013=-1087,680-13=2028, ``��,OPv 0'0.0 6 ,,j�,- 8-14=-1674, 5-17=-234, 14-16=2530 �.�� •G�RjIFl�,gl�' A NOTES ` F • NO. 11 This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top • chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category 1, condition 1 enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are •*� not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The � S T ATE. OF lumber DOL increase is 1.33, and the plate grip increase is 1.33 , �� 2)Provide adequate drainage to prevent water ponding. "Oolq .�<c. i 3) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should ^rrh�o y�•�•�*�G��`�� verify 4)Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 764 Ib uplift at joint 1 and 911 Ib"jd,,'L- uplift at joint 12. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard October 31,2001 AwARMNG-Vergy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and Is for an Individual building component to be � installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer. Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek® Handling Installing and Bracing Recommendation ovallobie from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719, o russruss lype Qty ly UR IUL NG MAT RIALS/NOE RES. III 6086 �Di ROOF TRUSS 2 1 (optional) 11581173 Builders Truss Mfg., Woodbine, GA 31 69 4.201 SRI s Aug 22 200 r ek In ustrles, nc. Fri Oct 26 :21:00 2001 Page 1 1 -1-4-0 i 11-0-0 22-0-0 2 1-4-0 11-0-0 11-0-0 1-4-0 Scale=1:40.8 5x5= 6 2x4 I I 2x4 I I 4.00F12- 5 7 2x4 11 2x4 11 8 2x4 11 4 2x4 11 3 9 2 10 El „I� d 3x4 = 19 18 17 16 15 14 13 12 3x4 = 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 113A =1.5x4 11 1.5x4 11 1.5x4 11 r 22-0-0 22-0-0 Plate Offsets MY): 6:0-2-8,0-2-121 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.16 Vert(LL) n/a - n/a M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(TL) 0.00 10 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/dell = 360 Weight: 118 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=342/22-0-0, 15=5/22-0-0, 16=181/22-0-0. 17=224/22-0-0, 18=78/22-0-0, 19=478/22-0-0, 14=220/22-0-0, 13=78/22-0-0, 12=477/22-0-0, 10=342/22-0-0 Max Harz 2=-35(load case 3) Max Uplift2=-319(load case 2), 17=-130(load case 2), 18=-79(load case 2), 19=-2931load case 2), 14=-131(load case 3), 13=-79(load case 3), 12=-293(load case 3), 10=-325(load case 3) Max Grav 2=342(load case 1), 15=6(load case 5), 16=181(load case 1), 17=227(load case 5). 18=78(load case 5), 19=478(load case 1), 14=223(load case 6), 13=79(Ioad case 6), 12=477(load case 1), 10=342(load case 1) FORCES(lb)- First Load Case OnlyTOP CHORD 1-2= �tti1�(�IIII/� BOT CHORD 2-19=12, 1819=12, 17-18412, 16-17=12, 15-16=12, 14-15=12,8 13- 4=121213 10-110-12=12 `��OPV\� �•�V£�l��i WEBS 6-16=-149, 5-17=-175, 4-18=-68, 3-19=-378, 7-14=-175, 8-13=-68, 9-12=-378 ••��"�IC,Ar� • iii NOTES • 1)This truss has been checked for unbalanced loading conditions. N0.36197 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category I, condition I �*• enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist,they are • STATE OF not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The •• lumber DOL increase is 1.33, and the plate grip increase is 1.33 i��C` • P••�LC 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face),see MiTek ��i�(!�•• OR`�• ��±�`a "Standard Gable End Detail" ��f ,,,rERF� 4) Gable requires continuous bottom chord bearing. i�Itt,'M �� 1,1� l' 5)Gable studs spaced at 2-0-0 oc. 6)Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 319 Ib uplift at joint 2, 130 Ib uplift at joint 17, 79 Ib uplift at joint 18, 293 Ib uplift at joint 19, 131 Ib uplift at joint 14, 79 Ib uplift at joint 13, 293 Ib uplift at joint 12 and 325 Ib uplift at joint 10. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard �0/411 October 31,2001 AWARMNG-Verify design parameters and READ NOTES ONTHIS AND RE VERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsiblllty of building designer-not truss designer.Bracing shown is for lateral support o,Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility o,the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Handling Installing and Bracing Rr commondatlon available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719, JOB Truss russ ypeQty ly UR M IL NG A RIA S/NOE RES.III 11581174 6086 D2 ROOF TRUSS 10 1 (optional) Builders russ Mfg., Woodbine, GA 31569 4.201 SR1 s Aug 22 2001 MiTek Industnes, nc. n Oct 26 15:21:01 200 age 1 -1-4-0 5-7-11 11-0.0 164-5 22-0.0 23-4-0 1-4-0 5-7-11 5-4-5 5-4-5 5-7-11 1-4-0 Scale=1:40.8 5x5= 4 4.00 F12 2x4 \\ 2x4 3 5 2 g ' 7 Id 3x4= 10 9 8 3x4= 3x4= 3x4 = 3x4= 7-5-2 14-614 22-0.0 7-5-2 7-1-12 7-5-2 Plate Offsets(X,Y): 2:0-1- 2, -1-81, 4:0-2-8,0-2-121, 16:0-1-12,0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.11 10 >999 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.22 8-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.06 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 116 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 5-0-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1210/0-3-8, 6=1210/0-3-8 Max Harz 2=-35(load case 3) Max Uplift2=-803(load case 2), 6=-803(load case 3) FORCES((b)- First Load Case Only TOP CHORD 1-2=14, 2-3=-2337, 3-4=-2020, 4-5=-2020, 5-6=-2337, 6-7=14 BOT CHORD 2-10=2195, 9-10=1523, 8-9=1523, 6-8=2195 WEBS 3-10=-390, 4-10=573, 4-8=573, 5-8=-390 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category 1, condition enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are t�fltll►/��/ not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 `,'�\;o••s E l �/� 3)Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 803 Ib uplift at joint 2 and 803 Ib•"7��•• t,F�C •• �i uplift at joint 6. fir• Ar • 411 This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ST TE CF ',Qz' October 31,2001 AWARMNG-Ver(fy design parameter:and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer. Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek0 Handling Installing and Bracing Rocomm*ndatlon available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. ob I russ TrussType ty y DURHAM BUI ING MAT RIALS/NOE RES. 111 11581175 6086 E1 ROOF TRUSS 1 1 (optional) Builders Truss Mfg., oodbine, GA 31569 4.201 S 1 s Aug 22 2001 MiTek Industries, Inc. Fri Oct 26 15:21:02 2001 age I-1-4-0 12-2-0 2&4-0 29-8-0 1-4-0 12-2-0 162-0 1-4-0 Scale=1:52.4 5x5 = a.001z 2x4 7 2x4 II 2x4 II 6 8 2x4 11 2x4 II 5 9 2x4 II 2x4 11 4 10 2x4 11 3 11 2x4 11 12 2 �1 13 1.5x4 II 1.5x4 II 1.5x4 II 1.5x4 11 1.5x4 11 1.5x4 II 1.5x4 11 3x4= 1.5x4 II 3x4= 1.5x4 II 1.5x4 II 1.75 L12 18-11-0 2&4-0 18-11-0 9-60 Plate Offsets MY): -2-8,0-2-121 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) n/a - n/a M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.15 Vert(TL) 0.03 14 >628 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) 0.01 13 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/dell = 360 Weight: 153 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=304/28-4-0, 17=45/28-4-0, 13=373/28-4-0, 21=192/28-4-0, 22=198/28-4-0, 23=214/28-4-0, 24=128/28-4-0, 25=383/28-4-0, 20=200/28-4-0, 19=197/28-4-0, 18=215/28-4-0, 16=-47/28-4-0, 15=645/28-4-0 Max Horz 2=-142(load case 3) Max Uplift2=-308(load case 2), 13=-341(load case 3), 22=-114(load case 2), 23=-150(load case 2), 24=-103(load case 2), 25=-230(load case 2), 20=-112(load case 3), 19=-141(load case 3), 18=-168(loadcase 3), 16=-47(load case 1), 15=-414(load case 3) Max Grav 2=304(load case 1), 17=45(load case 1), 13=373(load case 1), 21=192(load case 1), 22=201(load case 5), 23=214(load case 51, 24=128(load case 1), 25=384(load case 5), 20=203(load case 6), 19=198(load case 6), 18=215(load case 1), 15=645(load case 6) FORCES(lb)- First Load Case Only TOP CHORD 1-2=25, 2-3=50, 3-4=-51, 4-5=17, 5-6=-36, 6-7=14, 7-8=-36, 8-9=-36, 9-1 0=-37, 10-11=-22, 11-12=-83, 12-13=-83, 13-14=22 BOT CHORD 2-25=10, 24-25=10, 23-24=10, 22-23=10, 21-22=10, 20-21=10, 19-20=10, 18-19=10, 17-18=101 `,�titifitlH►I/�� 16-17=15, 15-16=7, 13-15=21 `'o"NtI ) C. w✓EiQJ''/i WEBS 7-21=-152, 6-22=-160, 5-23=-169, 4-24=-105, 3-25=-304, 8-20=-161, 9-19=-155, 10-18=-193, � ••••••e //� 11-16=17, 12-15=-508 � ��IFICq��••. NOTES N0.35197 is 1)This truss has been checked for unbalanced loading conditions. - • 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf to ,t• chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category I, condition I'° a • enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are- •• STATE OF :4� not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The • �. A lumber DOL increase is 1.33, and the plate grip increase is 1.33 moi`r j•a s OR�Q� 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek �ir�:sTr •• r�, 7 .� "Standard Gable End Detail" If" /Cpr-. 41 Gable requires continuous bottom chord bearing. �IJJ�JU/61t/t�ty 5)Gable studs spaced at 2-0-0 oc. 6)Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 308 Ib uplift at joint 2, 341 Ib uplift at joint 13, 114 Ib uplift at joint 22, 150 Ib uplift at joint 23, 103 Ib uplift at joint 24, 230 Ib uplift at joint 25, 1 1 2 Ib uplift at joint 20, 141 Ib uplift at joint 19, 168 Ib uplift at joint 18, 47 Ib uplift at joint 16 and 414 Ib uplift at joint 15. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard �ala�e October 31,2001 ,A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibillty of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regording fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek® Handling Installing and Bracing R•commsndatton available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719, Job russ russ Type Qty Ply D M IL ING MA A S/NO S. 11581176 6086 E2 ROOF TRUSS 3 1 (optional) Builders Truss Mfg., Woodbine, GA 31569 4.201 SR1 s Aug 22 2001 MiTek Industries, nc. ri Oct 26 1 :2 :03 200 age 1 1-1-4-0 4-68 60-8 9-5-0 162-0 23-9-8 28-4-0 1-4-0 4-68 3-6-0 1-4-8 69-0 7-7-8 4-68 Scale=1:51.6 5x6 11 5 4.00 12 3x4 2x4 4 6 2x4 = 3 7 Id 2 �h I �1 11 10 9 8 3x4= 3x6= 3x6= 3x4 = 5x5= 3x4 1.75 F12 1 9-5-0 11-10-10 20-5-4 264-0 9-5-0 2-5-10 6610 7-10-12 Plate Offsets (X,Y): 12:0-3-10,0-0-61, [5:0-2-4,0-4-01, :0-1-6,0-0-21, [8:0-2-8,0-3-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) 0.20 10 >999 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.23 10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.07 8 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/defl = 360 Weight: 152 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 4-9-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8 REACTIONS(Ib/size) 7=-175/Mechanical, 2=918/0-3-8, 8=2188/0-3-8 Max Horz 2=182(load case 2) Max Uplift7=-292(load case 5), 2=-639(load case 2), 8=-1252(load case 2) Max Grav 7=143(load case 2), 2=918(load case 1), 8=2188(load case 1) FORCES(Ib)- First Load Case Only TOP CHORD 1-2=24, 2-3=-2412, 3-4=-2204, 4-5=-957, 5-6=1826, 6-7=971 BOT CHORD 2-11=2218, 10-11=2080, 9-10=2087, 8-9=79, 7-8=-821 WEBS 3-11=-96, 4-11=337, 4-9=-1357, 5-9=1033, 5-8=-2395, 6-8=-882 NOTES ,%11lifH 11 This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top `��41P`4••••••E•/J�� chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline, on an occupancy category I, condition I�� v��(��F��T• ��i� enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist,they are M • G (� •• �= not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The : �0.36191 • lumber DOL increase is 1.33, and the plate grip increase is 1.33 • • 3)Refer to girder(s)for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should'~ * • verify capacity of bearing surface. .r0 STATE OF •i` 5)Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 292 Ib uplift at joint 7, 639 Ib ° F P • uplift at joint 2 and 1 252 lb uplift at joint 8. V' • �R�O •° '�� 61 This truss has been designed with ANSI/TPI 1-1995 criteria. �s °•••°° �•.,�� LOAD CASE(S) Standard Aole October 31,2001 A WARNING-VerVy design parameters and READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. ��0 Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction is the iesponsibillty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance iegotding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Qualify Standard,DSB-89 Bracing Specification,and HIB-91 MiTek® Handling Installing and Bracing R•comm•ndation available from Truss Plate Institute,583 D'Onofrlo Drlve,Madison,WI 53719. '-Jou - russ Truss Type Qty ly DURHAM BUILDING MA RIALS/NOE RES.RIALS/NO III 6086 . F1 FLOOR 8 1 (optional) 11581177 Builders Truss Mfg., Woodbine, GA 31569 4.201 SR1 s Aug 22 2001 ie n ustrres, nc. rI Oct 26 1 1:04 200 age 1 1-3-0 1-2-12 �F r Scale=1:38.8 3x4 = 3x4 = 3x4= 1x3= 3x6 FP= 3x4 = 3x4 = 1x3 II 1x3 11 3x4= 3x4= 3x4 = 4x6= 3x4 = 10 II 1x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 9 30 0 J 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x4= 3x4 = 3x4 = 3x4= 3x4= 3x4 = 3x4= 3x4 = 04 = 3x6 FP= 3x4= 3x4 = 3x6 = 1x3 II 1 9-1-8 10-4-4 19-44 20-10-4 71-7-0 23-2-8 23-2-8 Plate Offsets(X,Y): 12:0-1-8, e, 14:0-1-8,E e, [16:0-1-8, d e, 23:0-1-8, d e, 24:0-1-8,Edge] LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.76 Vert(LL) -0.19 24-25 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.62 Vert(TL) -0.26 24-25 >902 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.04 19 n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/deft = 480 Weight: 124 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS11b/size) 28=619/0-3-8, 15=-288/Mechanical, 19=1343/0-3-8 Max Upliftl5=-381(load case 2) Max Grav 28=620(load case 2), 15=15(load case 3), 19=1343(load case 1) FORCES(1b)-First Load Case Only TOP CHORD 28-29=-616, 1-29=-616, 15-30=354, 14-30=353, 1-2=-626, 2-3=-1529, 3-4=-1529, 4-5=-2041, 5-6=-2142, 6-7=-2142, 7-8=-2142, 8-9=-1592, 9-10=-759, 10-11=477, 11-12=1290, 12-13=539, 13-14=539 1111tt 1111?1" BOT CHORD 20-218=235269-20=111290, 1876, 1918539, 17-18=1539, 16 17 539, 15-16=19$6, 21-22=1264, WEBS 11-19=-790, 1-27=807, 11-20=1082, 2-27=-765, 10-20=-990, 2-26=491, 10-21=729, 4-26=-472, �� . j>FI1C'AT 9-21=-702, 4-25=240, 9-22=456, 5-25=-196, 8-22=-451, 5-24=-54, 8-23=306, 6-24=6, 7-23=-152, �� F •� 14-16=-693, 12-19=-981, 12-17=296, 13-16=190 N0.36197 : NOTES 1)This truss has been checked for unbalanced loading conditions. �_*• 2)Refer to girder(s)for truss to truss connections. STATE OF :�- 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 381 Ib uplift at joint 15. y�• Q` .�� 4)This truss has been designed with ANSI/TPI 1-1995 criteria. ' V .�0R1Qtw\•� 6)CA10 UTION,o walls n5)Recommend t t their outer ends o restrongbacks,on edge, strained edaced tb by means. d fastened to each truss with 3-16d nails. Strongbacks to be ��i �'jC�ED 1; ```` backw s. LOAD CASE(S) Standard October 31,2001 AWARNING-Verify design parnmeters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual buliding component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of bulici ng designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the iesponslbllity of the erector.Additional permanent bracing of the overall structure Is the responsibility of the bullding designer. For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek° Handling Installing and Bracing Recomm•ndatlon available from Truss Plate Institute,583 D'Onofrb Drive,Madison,WI 53719. Job russ runs ype Qty ly DURHAM BUILDING MATERIALS/NOE RES.MATERIALS/NO III 11581178 6086 F2 FLOOR 5 1 (optional) Builders Truss fg., Woodbine, GA 31 69 4.201 S 1 s Aug 22 2001 i e n ustries, Inc. Fri Oct 26 15:21:06 2001 Page 1-3-01-2-12 O:0.I Scale=1:39.3 3x4 = 3x4 = 3x4= 1x3= 3x6 FP= 3x4 = 3x4 = 1x3 II 1x3 II 3x4 = 3x4= 3x4 = 34 = 3x4 = 1x3 II 1x3 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 30 0 1 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x4= 3x4= 3x4= 3x4 = 3x4 = 3x4= 3x4= 3x4 = 3x6= 3x6 FP= 3x4 = 3x4 = 3x6 = 1x3 II 9-1-8 10-4-4 19-4-4 20-10-4 21-10-8 2360 i 2360 Plate Offsets( ,Y): 112:0-1-8,Ed e, 114:0- -8,Edge], 116:0-1-8,Edge], 23:0- -8, e, 2 -1-8, d e LOADING (psf) SPACING 1-4-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.72 Vert(LLI -0.19 24-25 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.63 Vert(TL) -0.27 24-25 >869 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.04 19 n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/dell = 480 Weight: 124 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS(Ib/size) 28=634/0-3-8, 15=-176/0-3-8, 19=1239/0-3-8 Max Upliftl5=-278(load case 2) Max Grav 28=635(load case 2), 15=54(load case 3), 19=1239(load case 1) FORCES(Ib)-First Load Case Only TOP CHORD 28-29=-631, 1-29=-630, 15-30=244, 14-30=243, 1-2=-642, 2-3=-1576, 3-4=-1576, 4-5=-2117, 5-6=-2258, 6-7=-2258, 7-8=-2258, 8-9=-1749, 9-10=-945, 10-11=260, 11-12=1058, 12-13=408, 13-14=408 `�� .••.� J i� BOT CHORD 27-28=33, 26-27=1208, 25-26=1930, 24-25=2274, 23-24=2258, 22-23=2057, 21-22=1435, 20-21=436, 19-20=-1058, 18-19=-408, 17-18=-408, 16-17=-408, 15-16=-13 • • WEBS 11-19=-773, 1-27=829, 11-20=1063, 2-27=-786, 10-20=-969, 2-26=512, 10-21=708, 4-26=-493, 0 •. 9-21=-682, 4-25=260, 9-22=437, 5-25=-219, 8-22=-428, 5-24=-21, 8-23=274, 6-24=-9, 7-23=-138, Z • N0.36191 • 14-16=-527, 12-19=-849, 12-17=247, 13-16=132 NOTES "* s STATE OF °�: 1)This truss has been checked for unbalanced loading conditions. s�'• !�, ;�4 r� 2)Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 278 Ib uplift at joint 15. �i�(/� e C0T�,Osi'``.✓�� 3)This truss has been designed with ANSI/TPI 1-1995 criteria. �� /n-•••q e!�;si 4)attached Recommend 2x6alls strongacks,on outer ends rprestraspaced at 10-0-0 oc anme and.fastened to each truss with 3-16d nails. Strongbacks to be �RiY 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard October 31,2001 ,&WARNING-Veryy design parameters and READ NOTES ON THIS AND REVERSE S[DE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designei.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance iegording fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTe k® Handling Installing and Bracing Rrreomm*ndatlon available from Truss Plate Institute,583 D'Onofrb Drive,Madison,WI 53719. Job cuss russ ype ty Ply UR HAM IL ING A R ALS/ O I 6086 F311581179 FLOOR 5 1 (o tional) Builders russ M g., Woodbine, GA 31569 4.201 SR1 s Aug 22 2001 Mi a Industries, nc. n Oct 26 1 :21:0 1 age 1 I- 1-30 1-30 i Scale=1:32.6 3x4= 3x4 = 1x3 - 3x4 = 3x4= 3x4 = 1x3 II 10 II 3x4 = 3x4= 3x4= 1X3= 1 2 3 4 5 6 7 8 9 10 1 22 0 19 18 17 16 15 14 13 12 3x4 = 3x4 = 3x4= 3x4= 3x4 = 3x4 = 3x4= 3x4= 3x4 = 3x4= 9-1-8 10-4-8 19-60 19-60 Plate Offsets-MY). 110:0-1- , d e, LOADING (psf) SPACING 1-4-0 CS1 DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) -0.23 15-16 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.31 15-16 >734 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.06 11 n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/defl = 480 Weight: 101 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS(Ib/size) 20=702/0-3-8, 11=702/0-3-8 FORCES(Ib)- First Load Case Only TOP CHORD 20-21=-698, 1-21=-697, 11-22=-698, 10-22=-697, 1-2=-718, 2-3=-1793, 3-4=-2466, 4-5=-2794, 5-6=-2794, 6-7=-2794, 7-8=-2466, B-9=-1793, 9-10=-718 BOT CHORD 19-20=36, 18-19=1354, 17-18=2215, 16-17=2700, 15-16=2794, 14-15=2700, 13-14=2215, 12-13=1354, 11-12=36 WEBS 10-12=927, 1-19=927, 9-12=-884, 2-19=-884, 9-13=611, 2-18=611, 8-13=-587, 3-18=-587, 8-14=349, 3-17=349, 7-14=-325, 4-17=-325, 7-15=128, 4-16=128, 5-16=-74, 6-15=-74 NOTES \`OA`1,DIffy il ' 1)This truss has been checked for unbalanced loading conditions. `\ •• •••C- /�' 2)This truss has been designed with ANSI/TPI 1-1995 criteria. • •• T�F� ••T �� 3)Recommend 2x6 strongbacks,on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be ` • G�,R Cigl attached to walls at their outer ends or restrained by other means. • F••• NO.36197 • LOAD CASE(S) Standard C*� • STATE^t • _? October 31,2001 AWARMNG-Vsr(fy design pammeters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 0 Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding lab0catlon,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek° Handling Installing and Bracing R•comm•ndatton available from Truss Plate Institute,583 D'Onofrb Drive,Madison,WI 53719. Job I cuss russType- Qty 7; (-ptional) DURHAM IL NG MAT IA S/NO S. I 6086 F4 FLOOR 1 11581180 udders russ Mf Woo bine,GA 31 69 9�. 4.201 S s Aug 22 2001 MiTek Industries, Inc. rr Oct 26 1 :21:0 2001 Page 1 4-1-7 8-1-1 12-2-8 4-1-7 3-11-11 4-1-7 Scale=1:20.5 1.5x4 II 3x4 = 4x4 = 1 44 = 2 3 4 7 5 3x4= 2x4 II 3x8= 2x4 II 4-1-7 8-1-1 12-2-8 4-1-7 3-11-11 4-1-7 Plate Offsets(X,Y): 1:0- -12,0-2-41, [4:0-1-12,0-2-41 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.07 6-7 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(TL) 0.01 5 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/dell = 360 Weight: 143 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 8=1676/0-3-8, 5=1676/0-3-8 Max Uplift8=-1 072(load case 2), 5=-1072(load case 2) FORCES(Ib) - First Load Case Only TOP CHORD 1-8=-1165, 1-2=-2803, 2-3=-2803, 3-4=-2829, 4-5=-1175 BOT CHORD 7-8=238, 6-7=2829, 5-6=232 11111111 WEBS 1-7=2771, 2-7=-120, 3-7=-28, 3-6=-117, 4-6=2805 ,Oar\D C. ��i,, NOTES ��` ••�Rj(Fl(,'��•�j''ii 11 This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top �� • • �� chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category I, condition 1 0 G lF enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are • NO.36197 • not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The Z*e • lumber DOL increase is 1.33, and the plate grip increase is 1.33 • * • 2)Provide adequate drainage to prevent water ponding. S�iTlFE� � 3)Provide mechanical connection (by others)of truss o bearing plate capable of withstanding 1072 Ib uplift at joint 8 and 1072 , +' S CF Ib uplift joint 5. ' Q �� 41 This truss has been designed with ANSI/TPI 1-1995 criteria. '+� (.1�• � � � 5) 2-ply truss to be connected together with 1 Od Common(.148"x3") Nails as follows: tC j'•:e• Top chords connected as follows: 2 X 4- 1 row at 0-9-0 oc. Q' Bottom chords connected as follows: 2 X 6- 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-40.0, 5-8=-241.3 Aole October 31,2001 ,&WARNING-VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valld for use only with MITek connectors.This design is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the I responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quallty control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek° Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. ob I russ Truss I ype Qty Ply DURHAM BUILDING MATERIALS/NO S. III 11581181 6086 G1 MONO TRUSS 1 1 (optional) Builders Truss Mfg., oo bine, GA 31569 4.201 S 1 s Aug 22 2 1 Mi a ndustrres, Inc. n Oct 26 15:21:08 200 age 1 4-4-11 &0.0 4-4-11 3-7-5 1.5x4 11 Scale=1:19.3 3 4.00 r12 x423--x4- 2 1 5 3x4 = 2x4 II 04 = 4-4-11 8-0-0 4-4-11 3-7-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) 0.02 5 >999 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.03 5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(TL) 0.01 4 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 42 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-3-2 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 1=979/0-3-8, 4=979/0-3-8 Max Harz 1=218(lo ad case 2) Max Upliftl=-462(load case 2), 4=-540(load case 2) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=-1257, 2-3=-0, 3-4=-139 BOT CHORD 1-5=1177, 4-5=1177 WEBS 2-5=671, 2-4=-1295 NOTES ��````QiG{o��F�C� 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top • P� chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category I, condition I • •• enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are z NO.30197 ' not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The • lumber DOL increase is 1.33, and the plate grip increase is 1.33 •*� 2)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 462 Ib uplift at joint 1 and 540 Ib -; • STATE OF • uplift at joint 4. `y�/.•� > 1� •�� 3)This truss has been designed with ANSI/TPI 1-1995 criteria. �i�C•'e s CRiQP'•\�```� LOAD CASE(S) Standard OED `` 1)Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-174.0, 1-3=-80.0 October 31,2001 ,&WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is tot an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is tesponsiblllty of building designer-not truss designer.Bracing shown Is tot lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the iesponslblllty of the bullding designer.For general guidance regarding fabrication,quality control,storage,delivery,election and bracing,consult CS7-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTe k° Handling Installing and Bracing R• m com•ndailon available from Truss Plate Institute,583 D'Onofrb Drlve,Madison,WI 63719. i Job russ I russType Qty y RHA M IL I G A IALS/NOE RES.III 6086 J1 ROOF TRUSS 5 1 11581182 (optional) Builders russ Mfg.,Woodbine, GA 31569 4.201 SR1 s Aug 22 2001 MiTek Industrles, Inc. rI Oct 26 1 :21:08 2001 age -1-4-0 8-0-0 1-4-0 8-0-0 3 Scale=1:17.6 4.00 F12 2 4 3x4 = 8-0-0 8-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LLI n/a - n/a M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.28 Vert(TL) 0.37 1-2 >48 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/defl = 360 Weight: 27 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP NoA D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=300/Mechanical, 2=519/0-3-8, 4=78/Mechanical Max Harz 2=255(load case 3) Max Uplift3=-297(load case 3), 2=-368(load case 3) FORCES(lb)- First Load Case Only TOP CHORD 1-2=19, 2-3=82 `,tN11TTtllfl/��b BOT CHORD 2-4=0 NOTES �� •�c�j1FICq •. '4 11 This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level, using 5.0 psf top' •�� jF '� �� chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category I, condition I ; I�Q-3fi197 enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are • • not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The *• � � � lumber DOL increase is 1.33, and the plate grip increase is 1.33 ;*• • 2)Refer to girder(s)for truss to truss connections. STATE OF •qz • 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 297 Ib uplift at joint 3 and 368 IIS,.'�F• n P •` � uplift at joint 2. ��j�•'��O ll�O''\��` 4)This truss has been designed with ANSI/TPI 1-1995 criteria. �, �1 •••• Cj�`�� T�F� EN `�%lr�uuta►►►� LOAD CASE(S) Standard October 31,2001 AWARNING-VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is tot lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regording fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek° Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drlve,Madison,Wl53719. Job russ I russ Type Qty Ply DU—RHAM--BUILDING MATERIALS O S. I 11581183 6086 J2 ROOF TRUSS 16 1 (optional) Builders Truss Mfg ---4—.-2-0—T---SRVs, , Aug 22 2 i eIndustries, Inc. ri Oct 26 1 :2 09 200 Page 1 -1-4-0 7-0-0 1-4-0 7-0-0 3 Scale:3/4'=1' 4.00 F12 2 4 3x4= 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in NO Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) n/a - n/a M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.21 Vert(TL) 0.26 1-2 >69 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 24 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=259/Mechanical, 2=471/0-3-8, 4=68/Mechanical Max Harz 2=229(load case 3) Max Uplift3=-255(load case 31, 2=-345(load case 3) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=19, 2-3=71 BOT CHORD 2-4=0 NOTES ,``,111111T1►11i77j',, 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0psf top I chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline, on an occupancy category I, cdition t onPsee'fi ee!SCJ enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 NO 36197 2)Refer to girder(s) for truss to truss connections. ^: 3)Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 255 Ib uplift at joint 3 and 345 ll:* a*� uplift at joint 2. • r� 4)This truss has been designed with ANSI/TPI 1-1995 criteria. 'TATE OF �F t�,IMPQ'��.� LOAD CASE(S) Standard F�Ept October 31,2001 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTe k° Handling Installing and Bracing Rocommondatlon available from Truss Plate Institute,583 D'Onofrb Drive,Madison,WI 53719. Job russ I russ I ype ty ly DURHAM BUILDING lATERIALS/NOE RES. III 11581184 6086 J3 ROOF TRUSS 2 1 (optional) Builders Truss Mfg., Woodbine, GA 3 69 4.201 SR1 s Aug 22 2001 MiTek n ustries, Inc. Fri Oct 26 15:21:09 2 age -1-4-0 60-0 1_4-0 6-0-0 3 Scale=1:14.4 4.00 F12 N 2 4 3x4 = 60.0 60-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in NO I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) n/a - n/a M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.15 Vert(TL) 0.14 1-2 >126 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min 1/defl = 360 Weight: 21 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=217/Mechanical, 2=423/0-3-8, 4=58/Mechanical Max Horz 2=202(load case 3) Max Uplift3=-213(load case 3), 2=-322(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=19, 2-3=60 BOT CHORD 2-4=0 NOTES 11 This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category I, condition I ``��O< s� r•w• l �I�� enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are `o •• ��"FiC4 • ��' not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The • Cd F e lumber DOL increase is 1.33, and the plate grip increase is 1.33 NO.36197 ' 2)Refer to girder(s) for truss to truss connections. 3)Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 213 Ib uplift at joint 3 and 322 Ib >� s uplift at joint 2. • 4)This truss has been designed with ANSI/TPI 1-1995 criteria. A& STA OF LOAD CASE(S) Standard / •e�4e �► October 31,2001 A WARNING-VerVy design paranwters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the iesponsibillty of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regoiding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek° Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,w153719. o runs russ ype Qty Ply DURHAMBUILDING MA A S/ O S. III 11581 185 6086 J4 ROOF TRUSS 8 1 (o tional) uilders Truss Mfg., Woodbine, GA 31569 4.201 SR s Aug 22 2001 MiTek Industries, Inc. Fri Oct 26 15:21:10 20 1 Page -1-4-0 5-0-0 1-4-0 5-0-0 3 Scale:1'=1' 4.00 12 v dr 2 1 4 3x4 — 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) n/a - n/a M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.10 Vert(TL) 0.06 1 >287 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=1 73/Mechanical, 2=376/0-3-8, 4=48/Mechanical Max Horz 2=I 76(load case 3) Max Uplift3=-170(load case 3), 2=-301(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=19, 2-3=49 BOT CHORD 2-4=0 NOTES �`ttN +►i►wrp", 11 This chordruss has been dead load anddesigned for 5 0 psfbottome wind chord loads geneated dead load, 15 mbfromOmph winds at 25 ft aboground hurric hurricane oceanline,on an occupancy clategory O psf top I,C condition I��OQ.v\.D•C•wFiQl�� enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are;nom •• ��FICAr'• not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The = G F •� lumber DOL increase is 1.33, and the plate grip increase is 1.33 .Z • • 21 Refer to girder(s) for truss to truss connections. N0.36191 s 3)Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 170 Ib uplift at joint 3 and 3013b • uplift at joint 2. • 4)This truss has been designed with ANSI/TPI 1-1995 criteria. • STATE OF •C�� ,�c��,•.�O R`fo LOAD CASE(S) Standard ED October ��Iutru►r►►� October 31,2001 A WARMNG-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult QSY-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTekQ Handling Installing and Bracing Recommendation available from Truss Plate Institute.583 D'Onofrlo Drive,Madison,WI 53719. o russ FRO ss ype Qty ly URHAM BUILDING MA R ALS NO S. ill 11581186 6086 J5 OF TRUSS 2 1 (o tional) Builders Truss fg., Woodbine, GA 31569 4.201 SR1 s Aug 22 2001 i ek n ustries, Inc. Fri Oct 26 15:21:10 2001 Page 1 -1-4-0 4-0-0 1-4-0 4-0-0 3 Scale=1:10.6 4.00 F12 v ui 2 4 3x4= 4-0-0 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) n/a - n/a M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.07 Vert(TL) 0.02 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 14 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(lb/size) 3=129/Mechanical, 2=331/0-3-8, 4=38/Mechanical Max Harz 2=149(load case 3) Max Uplift3=-1 24(load case 3), 2=-284(load case 2) FORCES(lb)- First Load Case Only TOP CHORD 1-2=19, 2-3=37 BOT CHORD 2-4=0 ��t�tttrrrrrrrrr� NOTES ��`Q�V`D°'•WF,��•,,� 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level, using 5.0 psf top ``�� ee•Q�'F�(s�•e• �t� chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category I, condition I� • V� lF • 1% enclosed building, of dimensions 45 It by 24 It with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are N0.36191 • not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The e • lumber DOL increase is 1.33, and the plate grip increase is 1.33 • * •*� 2) Refer to girder(s)for truss to truss connections. • • 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 Ib uplift at joint 3 and 284 Ib: a STATE OF • uplift at joint 2. ° /�j Q` •CV�� 4)This truss has been designed with ANSI/TPI 1-1995 criteria. � R1�e•��` Oi •ppa•eec• �� LOAD CASE(S) Standard '''��I�1I�D `;►��```, � IIIIYli11 � October 31,2001 &WARNING-VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be � Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer. Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek® Handling Installing and Bracing Recommendatlon available from Truss Plate Institute,583 D'Onofrb Drive,Madison,Wl53719. Job TrussTruss ype Qty ly URHAM BUILDING MATERIALS/NO S. 1 I 11581187 6086 J6 ROOF TRUSS 9 1 (optional) Builders Truss Mfg., Woodbine, GA 31569 4.201 S 1 s Aug 22 2001 Mifek Industries, Inc. Fri Oct 26 15:21:11 2001 Page -1-4-0 3-0-0 1.4.0 3-0.0 3 Scale=1:9.1 4 00 F12 2 1 4 3x4 = 30-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) n/a - n/a M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.03 1 >548 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 11 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=80/Mechanical, 2=289/0-3-8, 4=28/Mechanical Max Horz 2=1 23(load case 3) Max Uplift3=-73(load case 3), 2=-275(load case 2) FORCES(lb) - First Load Case Only TOP CHORD 1-2=19, 2-3=-56 BOT CHORD 2-4=0 `IIIIIIT1IitITI�� NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top •�°� L,A�• '�i�i chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category I, condition I �� •� ,,* i enclosed building, of dimensions 45 ft 6 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are = • not exposed to wind. If cantilevers exist they are exposed to wind. If porches exist,they are not exposed to wind. The • N0.36197 • lumber DOL increase is 1.33, and the plate grip increase is 1.33 • 2)Refer to girder(s)for truss to truss connections. '*• 3)Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 73 Ib uplift at joint 3 and 275 Ib • STATE OF •� uplift at joint 2. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. i��•••�ORtOP.��`,� i • R LOAD CASE(S) Standard r"°%�NE48 October 31,2001 ,&WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual bullding component to be � installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Incilvldual web members only.Additional temporary bracing to Insure stablllty during construction Is the iesponsiblllty of the erector.Additional permanent bracing of the overall structure Is the responsiblllty of the buliding designer. For general guidance i egoiding labrication,quallty control,storage,dellvery,erection and bracing,consult CST-88 Quality standard,DSB-89 Bracing Specification,and HIB-91 M iTe k° Handling Installing and Bracing R•commondatlon available from Truss Plate Institute,583 D'Onofrio Drive,Madison,Wl53719. F b russ russ ype Qty Ply DURHA L N MA IA S/ O S. III11581188 86 J7 ROOF TRUSS 2 1 (o tional)ilders russ Mfg., Woodbine, GA 31569 4.201 SRI s Aug 22 2001 Mi ek In ustries, Inc. n Oct 26 :21 0 e 1 ( -1-4-0 2-0-0 1-4-0 2-0-0 3 Scale=1:7.6 4.00 12 2 1 4 3x4= 2-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) n/a - n/a M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.03 1 >645 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/dell = 360 Weight: 8 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(lb/size) 3=40/Mechanical, 2=245/0-3-8, 4=20/Mechanical Max Horz 2=98(load case 3) Max Uplift3=-30(load case 3), 2=-254(load case 2) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=19, 2-3=-47 ,t1111111111?f1t BOT CHORD 2-4=0 PV�p C. HIF� NOTES ��`` •�� ,q� 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top R�IFIC �� • G TF • i� chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category I, condition I S • • enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are N0.35197 not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The • lumber DOL increase is 1.33, and the plate grip increase is 1.33 `--_ • 2)Refer to girder(s)for truss to truss connections. STATE OF ' 3)Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 30 Ib uplift at joint 3 and 254 Ib ��•• •�� uplift at joint 2. �i�n••� OQ`• 4)This truss has been designed with ANSI/TPI 1-1995 criteria. iv •''4,0 rrppOR,.tt+i LOAD CASE(S) Standard 0016':;``` October 31,2001 ,A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be � installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for Mewl support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the iesponslbllity of the erector. Additional permanent bracing of the overall structure Is the responsiblllty of the buliding designer.For general guliance regarding tabil olion,quality control,storage,dellvery,erection and bracing,consult QsT-88 Quality standard,DSB-89 Bracing Specification,and HIB-91 MiTek® Handling Installing and Bracing R•comd m•ndatlon available from Truss Plate Institute,$83 D'Onofilo Drive,Madison,WI 53719. ob russ russ Type Qty y RHAM IL ING MATERIALS/NO S. 11581189 6086 J8 ROOFTRUSS 8 1 (o tional) Builders Truss Mfg., Woodbine, GA 31569 4.201 SR1 s Aug 22 2001 MiTek industries, nc. ri Oct 26 15:21:12 2001 age 1 -1-4-0 1-0-0 1-4-0 1-0.0 3 Scale=1:6.1 4.D0 F12 2 1 4 3x4 = 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) n/a - n/a M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.02 1 >787 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 5 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=-39/Mechanical, 2=234/0-3-8, 4=10/Mechanical Max Harz 2=71(load case 3) Max Uplift3=-39(load case 1), 2=-292(load case 2) Max Grav 3=78(load case 2), 2=234(load case 1), 4=10(load case 1) FORCES(Ib)-First Load Case Only 111111111111f►1jo, TOP CHORD 1-2=19, 2-3=-56 BOT CHORD 2-4=0 �`QP •"'•• l �� Cgr`NOTES • V • 11 This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top • chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category I, condition I NO.36197 enclosed building, of dimensions 45 it by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, hey are = 0 not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The • t * • lumber DOL increase is 1.33, and the plate grip increase is 1.33 i STATE OF •t�. � 2)Refer to girder(s)for truss to truss connections. L�• t1•s(�7� 3)Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 39 Ib uplift at joint 3 and 292 Ib �i�Fjl'•�QICo ��/�N, uplift at joint 2. c'• 4)This truss has been designed with ANSI/TPI 1-1995 criteria. �'144N iD►G,,'````` LOAD CASE(S) Standard Cx October 31,2001 A WARNING-Verify design parameter•and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MlTek connectors.This design Is based only upon parameters shown,and Is tot an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is tot lateral support of individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance iegoiding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88Qualify Standard,DSB-89 Bracing Specification,and HIB-91 MiTek® Handling Installing and Bracing R•ccmm•ndation available from Truss Plate Institute,583 D'Ono fib Drive,Madison,Wl53719. Job russ russ Type Qty Ply UR IL NG MATERIALS/NO S. 1 11581190 6086 JC1 ROOF TRUSS 1 1 ' (o tional) Builders Truss Mfg., Woodbine, GA 31569 4.201 SR1 s Aug 22 2001 Mi e n ustrres, Inc. Fri Oct 26 15:21:12 2 O1 age -1-9-0 6-0-5 11-3-0 1-e-0 6-0-5 5-2-11 Scale=1:21.6 4 2.83 F12 3x4 3 or 8 2 7 6 5 3x4 = 1.5x4 II 3x4 = 1-7-6 6-0-5 11-3-0 1-7-6 4-4-14 5-2-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) 0.10 6-7 >999 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.17 6-7 >750 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.02 5 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight:46 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-3-4 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 4=430/Mechanical, 2=700/1-0-0, 5=593/Mechanical Max Horz 2=323(load case 2) Max Uplift4=-373(load case 3), 2=-524(load case 2), 5=-228(load case 3) FORCES 11b)-TOP CHORD 1-8t Load 14 2-8=14,se 2-3= -1628, 3-4=72 BOT CHORD 2-7=1542, 6-7=1542, 5-6=0 `�� •G��F�CgJFT �� WEBS 3-7=218, 3-6=-1628 :� •• �.� NOTES - N0.36191 i 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top : = chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category 1, condition C*• a enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are o —,Co. STATE OF • - not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The A •C�'�� lumber DOL increase is 1.33, and the plate grip increase is 1.33 �i�C�ee� �` e�Y� 21 Refer to girder(s) for truss to truss connections. ��CA a 0. •�-`1�F� 3)Provide mechanical and con Ib lion(at others)of truss to bearing plate capable of withstanding 373 Ib uplift at joint 4, 524 Ib a+�I7j uplift at joint 4)This truss has been designed with ANSI/TPI 1-1995 criteria. C LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-80.0 Trapezoidal Loads (plf) Vert:8=0.0-to-4=-226.3, 2=-1.7-to-5=-56.6 October 31,2001 A WARNING-VerVy design parameters and READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MlTek connectors.This design Is based only upon parameters shown,and is tot an Individual building component to be � Installed and loaded vertically. Applicability Of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the tesponsibllity of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek° Handling Installing and Brocing Recommendation available from Truss Plate Institute,583 D'Onofrb Drive,Madison,Wl53719. Job russ Truss Type Qty Ply DURHAM BUILDING MATERIALS/NOE RES.MATERIALS/NO III 11581191 6086 JC2 ROOF TRUSS 4 1 (o tional) Builders Truss Mfg., Woodbine, GA 31569 4.201 SR1 s Aug 22 2001 MiTek n ustries, Inc. Fri Oct 26 15:21:13 2001 age 1 -1-9-0 I 4-11-7 9-10-1 i 1-9-0 4-11-7 4-10-10 Scale 4 2.83 12 1.5x4 3 2 6 5 3x6= 3x4 = 4-11-7 9-10-1 4-11-7 4-10-10 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) -0.04 2-6 >999 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.36 2-6 >31 5 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0.01 5 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 40 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-3-13 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 4=354/Mechanical, 2=581/0-4-15, 5=426/Mechanical Max Horz 2=255(load case 2) Max Uplift4=-322(load case 3), 2=-4681load case 2), 5=-143(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=16, 2-3=-1110, 3-4=59 BOT CHORD 2-6=1065, 5-6=0 `e,�r<ltitiftth►tt�, WEBS 3-6=-1107 •-P11D C.o. NOTES •G�,RTIFItq�+ '•, 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top= g �.•� chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline, on an occupancy category I, conditiof l • • enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they aft • NO.36191 • • • not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The �*• • lumber DOL increase is 1.33, and the plate grip increase is 1.33 • •*= 2)Refer to girder(s) for truss to truss connections. tRqlro STATE OF 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 322 Ib uplift at joint 4, 468 Ib e . Q11--Z uplift at joint 2 and 143 Ib uplift at joint 5. tir�f•+� �� 4)This truss has been designed with ANSI/TPI 1-1995 criteria. �S��q'a° ;s:a•; �B��Y�Y,`` LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-80.0 Trapezoidal Loads (plf) Vert: 2=-4.2-to-4=198.0, 2=-O.0-to-5=-49.5 October 31,2001 ATVARMNG-Verify design parameters and READ NOTES oNTH7s AND REVERSE siDE BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an Individual bulicling component to be � Installed and k)aded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsiblllty of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DS8-89 Bracing Specification,and HIB-91 M iTek° Hondling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrb Drive,Madison,W153719. Job russ russ ype Qty Ply DURHAM BUILDI MA IALS/NO R S. II 11581192 6086 JCT1 ROOFTRUSS 1 1 • (o tional) Builders Truss Mfg.,Woodbine, GA 31 69 4.201 SR1 s Aug 22 2001 Mi ek Industries, Inc. Fri Oct 26 1 :21:13 2001 Page 1 3-1-6 1 4-6-6 9-10-1 3-1-6 1-5-0 5311 Scale=1:16.6 3 2.83 F12 a d 2 46 = 4 1 d d 31-6 1 4-6-6 9-10-1 31-6 1-50 5311 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) 0.19 2 >600 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.23 2 >494 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.05 4 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/deft = 360 Weight:39 Ib LUMBER BRACING TOP CHORD 2 X 8 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS(Ib/size) 1=455/0-4-15, 3=538/Mechanical, 4=83/Mechanical Max Harz 1=197(load case 3) Max Upliftl=-243(load case 2), 3=-426(load case 3) FORCES Ohl- First Load Case Only TOP CHORD 1-2=-80, 2-3=115 `a\\\\`\'<<1��r�"]+hh� BOTCHORD 2-4=0 �OPv` 1r7W.",`�04 NOTES •°j jj� 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top .� chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category I, condition I N0.3�0 i enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist,they are r • �9� not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 :_ • 2)Refer to girder(s)for truss to truss connections. STATE l-;rf � 3) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should '��°° •t�� verify capacity of bearing surface. C�°•` `h iP•-awe 41 Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 243 Ib uplift at joint 1 and 426 Ib �eF': °_�.•.\;e��` uplift at joint 3. ,` _ ; •g,�*' 5)This truss has been designed with ANSI/TPI 1-1995 criteria, y;�► >1��`, LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-100.0 Trapezoidal Loads (plf) Vert: 2=0.0-to-3=-198.0, 2=0.0-to-4=-49.5 �alalll October 31,2001 ,&WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of buliding designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Addltional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance iegoiding fabrication,quallty control,storage,delivery,erectlon and bracing,consult CST-88 Oualtly standard,DSB-89 Bracing Speclficatlon,and HIB-91 Handling Installing and Bracing Rocomm*ndatlon available from Truss Plate Institute,583 D'Onofib Drive,Madison,Wl53719. M,Te k° Job russ russ ype Qty ly RHAM tSU ING MA IALS/NOE LS/NOII 11581193 6086 JG1 ROOF TRUSS 1 1 • to tional) udders russ Mfg., Woodbine, GA 31 69 4.201 SR s Aug 22 200 i e n lustries, Inc. ri Oct 26 15:21:14 2001 Page l -1-4-0 7-0-0 1-4.0 7-0-0 1.5x4 11 Scale=1:17.7 4 4.00 F12 1.5x4 II 3 2 3x4 = EMEMMEW 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) n/a - n/a M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.07 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/deft = 360 Weight: 29 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS(Ib/size) 5=94/7-0-0, 2=290/7-0-0, 6=408/7-0-0 TTTTifitlTtl �!! Max Harz 2=229(load case 2) 'Jill �+ Max Uplift5=-70(load case 2), 2=-230(load case 2), 6=-265(load case 2) ``a�Ot�V\D•C••�►�� FORCES(Ib)-First Load Case Only so •��F�C�jF • i��i TOP CHORD 1-2=19, 2-3=61, 3-4=-48, 4-5=-77 • BOT CHORD 2-6=0, 5-6=0 NO.36191 WEBS 3-6=-320 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level, using 5.0 psf top • STATE OF L:L— chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category I, condition I !�F•• ,� P enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist,they are � G'/•:�OW ••� �� not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The i� s •• ••••�� lumber DOL increase is 1.33, and the plate grip increase is 1.33 �� RED 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face),see MiTek /IIIIY�I�1►� "Standard Gable End Detail" 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 5)Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 70 Ib uplift at joint 5, 230 Ib uplift at joint 2 and 265 Ib uplift at joint 6. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard October 31,2001 ..o A WARMNG-Vert fy design parameter+and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of buliding designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stabillty during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regoiding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Qualify Standard,DSB-89 Bracing Specification,and HIB-91 M iTe k° Handling Installing and Bracing R•commendatlon available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI53719. obruss russ ype ty ly URHAM IL ING MATE IA / O S. II 11581194 6086 JT1 ROOF TRUSS 6 1 (optional) Builders Truss Mfg., Woodbine, GA 31569 4.201 S 1 s Aug 20 2001 MiTek Industries, Inc. Tue Oct 30 15:31:00 2001 Page 1 -14-0 2-3-8 3-3-8 7-0-0 1-4-0 2-3-8 1-0-0 3-8-8 5 =1:15.1 4.00 12 3x4 I I d 1.5x4 I I 4 0 N 3 0 2 7 No' 3x6 = 6 0 cp1 o d d 9 0 8 2x4 I I 10 2x4 - 3x4 — 1.5x4 II 2-3-8 3-3-8 7-0-0 2-3-8 1-0-0 3-8-8 Plate Offsets (X,Y): [4:0-0-8,0-2-131, 18:0-1-0,0-2-41 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.16 6-7 >526 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.19 6-7 >434 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 6 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 25 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-6 oc bracing. t 1111111//111 REACTIONS(lb/size) 5=203/Mechanical, 2=471/0-3-8, 6=124/Mechanical ``��>�``',D C h��I, Max Horz 2=220(load case 2) �� PV ••••WFC, r� Max Uplift5=-1 70(load case 3), 2=-352fload case 2), 6=-45(load case 3) �` Oj1F'CAT l �f` s i FORCES(ilo)- First Load Case Only � • s TOP CHORD 1-2=19, 2-3=-533, 3-4=-701, 4-5=55 NQ.3E197 BOT CHORD 2-10=434, 9-10=19, 3-9=-131, 8-9=640, 7-8=170, 4-7=122, 6-7=0 '*• - NOTES s s STATE OF -:.-;Q1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top -:.-;Q• • 4 chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category I, condition iF • /2 Q •((�-Gr� I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they i��G7/As••OR •`�v`� are not exposed to wind.The lumber DOL increase is 1 cantilevers and the ist,they plate gripe exposed to increase is 1.33 ind. If porches exist,they are not exposed to wind. �NtJ �i��prDe��j, 2)Refer to girder(s) for truss to truss connections. C 3)Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 170 Ib uplift at joint 5, 352 Ib uplift at joint 2 and 45 Ib uplift at joint 6. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard �ala�e October 31,2001 AwARMNG-VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the iesponslbillty of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regording fabrication,quality control,storage,delivery,erection and bracing,consult OST-B8 Quality Standard,DSB-B9 Bracing Specification,and HIB•91 M iTek° Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job russ Truss Type Qty Ply UR M BUIL ING MATERIALS/ 0 ES. III 11581195 6086 JT2 ROOF TRUSS 2 1 • (optional) Builders Truss fg., Woodbine, GA 31569 4.201 SR1 s Aug 22 2001 ilek Industries, Inc.. ri Oct 26 15:21:15 2001age 1 -1-4-0 2-3-8 3-3-8 5-0.0 1-4-0 238 1-0-0 1-8-8 5 Scale:1"=1' 4.00 F12 _ J 2x4 11 a 3 3x4= 6 2 d d d d Ll1 3x4= 71.5x4 II 2-3-8 3-3-8 5-0-0 2-3-8 1-0-0 1-8-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in NO I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) 0.02 4 >999 M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.02 4 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 6 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 24 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(lb/size) 5=173/Mechanical, 2=373/0-3-8, 6=46/Mechanical Max Horz 2=174(load case 2) Max Uplift5=-133(load case 3), 2=-317(load case 21, 6=-6(load case 3) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=26, 2-3=-203, 3-4=-0, 4-5=53 BOT CHORD 2-7=1 19, 3-7=29, 4-6=0 NOTES 11 This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top ` 11„It/ // chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline, on an occupancy category I, condition I `ti�li111 enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are `��nv�Q C• WA P0, not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The `��`'O•••�`F'C •• lumber DOL increase is 1.33, and the plate grip increase is 1.33 ••G!`� ArF••• eA 2)Refer to girder(s) for truss to truss connections. 31 Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 133 Ib uplift at joint 5, 317 Ib • Nig.35191 to uplift at joint 2 and 6 Ib uplift at joint 6. • 4)This truss has been designed with ANSI/TPI 1-1995 criteria. C*� * • STATE Ci-- LOAD i-LOAD CASES) Standard Val a October 31,2001 AWARMNG-Verify dedyn parameter+and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is lot lateral support of Individual web members only.Additional temporary bracing t0 Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek° Handling Installing and Bracing Rr comm•ndatlon available from Truss Plate Institute,583 D'Onofrb Drive,Madison,WI53719. Job russ runs ype Qty Ply DU UIL ING MA RIALS/NOE ES. II 11581196 6086 JT3 ROOFTRUSS 2 1 (o tional) udders russ Mfg., oodbfne, GA 31569 4.201 SR1 s Aug 22 2001 MI ek Industries, Inc. Fri Oct 26 1 b:21:16 2001 Page 1 -t-40 2-3-8 3-0-0 1-4-0 2-3-8 0-8-8 4 Scale=1:9.1 1.5x4 II 3 4.00 12 2 6 1obx4 = 5 0 0 d d d 1 7 1.5x4 II 3x4 = 2-3-8 30-0 2-3-8 0-8-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.00 2-7 >999 MI120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.08 Vert(TL) 0.02 1 >778 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 5 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 4=55/Mechanical, 2=289/0-3-8, 5=53/Mechanical Max Horz 2=122(load case 2) Max Uplift4=-37(load case 3), 2=-284(load case 2), 5=-16(load case 2) 1I111TT/till TOP CHORD 1-2 =19 ,2 -oad 3se 110, 3-4=15 nly �\D N1F,p�'CJJ BOT CHORD 2-7=59, 6-7=3, 3-6=-34, 5-6=0 C4, NOTES ' 1) This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf tolz • • chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category I, conditio?i I N0.36191 :*= enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are • not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The + • lumber DOL increase is 1.33, and the plate grip increase is 1.33 0• STATE OF :�= 2)Refer to girder(s)for truss to truss connections. C`�OR1�Q, 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 Ib uplift at joint 4, 284 Ib • C • uplift at joint 2 and 16 Ib uplift at joint 5. jf�rtj'•C�U`�� 4)This truss has been designed with ANSI/TPI 1-1995 criteria. C Ii D !!!lllt11M111111` LOAD CASE(S) Standard October 31,2001 AIVARNING-VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the lesponsibllity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance MiTek regording fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,W153719. Jo russtruss type Qty ly RHAM UIL ING A RIALS/NO S. II 11581197 6086 JT4 ROOF TRUSS 2 1 (o tional) Buil ers Truss Mfg.,Woodbine, GA 31569 4.201 SR1 s Aug 22 2001 MiTek In ustries, Inc. Fri Oct 26 15:21:16 2001 Page 1 -1-4-0 1-0-0 1-4-0 1-0-0 3 Scale=1:&1 4.00 F12 2 1 4 3x4 = 1-ao 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) n/a - n/a M1120 249/190 TCDL 20.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.02 1 >787 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 5 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=-39/Mechanical, 2=234/0-3-8, 4=10/Mechanical Max Harz 2=71(load case 3) Max Uplift3=-39(load case 1), 2=-292(Ioad case 2) Max Grav 3=78(load case 2), 2=234(load case 1), 4=10(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=19, 2-3=-56 BOT CHORD 2-4=0 ��,�,��,//' NOTES \q q. Vf,�►►.'r 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 it above ground level, using 5.0 psf top `�, •��ua•p� 'ff� chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline, on an occupancy category I, condition I `�� es FiCgl�.• enclosed building, of dimensions 45 it by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are • • not exposed to wind. If cantilevers exist,the orches exist,they are exposed to wind. If e are not ex osed to wind. The • • lumber DOL increase is 1.33, and the plate grip increase is 1.33 p y p • r10.3J197 • 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 39 Ib uplift at joint 3 and 292 Ib . • uplift at joint 2. ' STATE OF •� 4)This truss has been designed with ANSI/TPI 1-1995 criteria. i�`'• �� ?�•�� %G' ' GRI• LOAD CASE(S) Standard October 31,2001 AWARMNO-verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure B the responsibility st of the building designer. For general and HIS ce 91 AiTek regarding fabrication,quality control,storage,delivery,erection and bracing,consult GST-88 Quality Standard,DSB•B9 Bracing specification,and HIB-91 'v' Handling Installing and Bracing Rocommondation ovallabie from Truss Plate Institute,583 D'Onofrio Drive,Madison,Wl53719. 7.4.3 3 33, 0 C0 N"I PbRC}� 47-e � a 0 7- 6 19'- C,) 27= O" i 16. 0,.lw]:DE- I CONC. DRIVEt got P.l. CONC.WALK i I {{ 1 I 7.2. 77' -A& -SH E R R Y D P I VE LOT ':k 3 A N D 7�I E N 0 RT H .30' OF LOT *" .3546 .5EC1"I O N "--5 SAI._-rAI R 5uB DY. SCS\L E i #I; IQ, L�N # 30 6-3 ��}. PSR 3814 26424 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - PERMIT INFORMATION - ------- LOCATION INFORMATION ---_._ permit Number : 16424 � Idress : 580 SHERRY DRIVE Permit Tvpe:MECHANICAL ATLANTIC BEACH . FLORIDA 32233 lass of Work.ALTERATION ----- LEGAL DESCRIPTION ------ Constr . Tvre:WOOD FRAME Block : Lot : Twp' �. Proposed Use: SINGLE FAMILY Section: 0 Subd: Rna * Dwellings : 0 Subdivision: Est . Value : 0 .0c Improv . Cast : 0 .00 Total F=- 37 . 00 ,count P= 37 . 00 OL7NER INFORMATION ------ ------ APPLICATION FEES Name : CATHY BAILEY PERMIT iddr: 5- SHERRY DRIVE ATLANTIC BEACH , FLORIDA 3223 Phone= , 904 )781-5359 --- - 'nNTRACTCF INFORMATION -- Name, ^LEAN STATE HEAT & AIR Addr 1476 ATLANTIC BLVD. NEPTUNE BEACH , FLORIDA 32233 Lic: MHAR-7R^ Exp : NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC, EACH BUILDING DEPARTMENT By: \\ BUILDING AND ZONING INSPECTION Divi.-me. , CITY OF ATLANTIC BEACH ATLANTIC a[ACH, FLORIDA $2232 APPLICATION FOR MECHANICAL. PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. FLC�CCATION Slreef Address: $t :5ine"Llefersecf;ng Slraelst Dafwaen And WILDING Svb•dirisien II. IDENTIFICATION — To be completed by all applicants , In co,,6da ar on of pa—;t g;,.en for doing she work as described ;n the above statement we hereby Agree to perform said wo;k in accordance .;M the attaclpd plant and ,pec;f;ut;onr which are a pert hereof and ;n accordance w;th Ike C;fy of Jacksonville ordinances and standards of gocd prect;ce listed there;n. N*—* e1 Meckan;ul Caatractor (Print) GLEAN Tat -A-TE AlA L trastore Matter �.�L�Wq �►k0 Naa+e ei Preporfy Owner S»q.afvre net Slgnalure of r A.0i4v4ed AgentArchifect or Engineer AL III. INFO ON p A. Type of kaat;ng Zf-ral IS OTHER CONSTRUCTION BEING DONE ON BecfnTHIS BUILDING OR SITE1 "C C1Go$—❑ L► Cl Centre) Utility ❑ 04 IF YES. GIVE NUMBER OF CONSTRUCTION PERMIT ❑ Ofhr — Specify IV. MOC►WikCAL 1pU"*(T TO U INSTALLAD MATURE Of WORK (►rovide corwplefe J;rf of cerrmpe•es%h en "Ci of fhie "I p< Resldenllel or C7 CommerCisl pj Most ❑ Space ❑ R.c.seed Qr Ceefwl O hoer O New Building A;e Cor4rfio.b.e: ❑ Room PC C.Mtel Existing BUllding ❑ NO. S"t.4": 1.lefer;.1 Tlricl.eea Replacement of existing system masienws, capacity _•._ w m f_ ❑ New installation(No system pravlouely Instaffad) ❑ R.tr ho. O Extension or add-on to existing system) ❑ Cooi;" tons: Cepaci O Other — 8peelfy ❑ fire apr;nklere: Num`er oI keede D Ekwafer ❑ Idewlih ❑ Esulafer (nusr,ber) Q 64eoli.. pump. (rwrnber) THIS SPACE POR O"'IC! USII ONLY (Reeeiwd) ❑ Ts•k (numbs) Rerneri, ❑ iK dwhinuz (eumbN) ❑ U.f`rred pressure vessel ❑ S*;6' ►ermil Approved by Dole ❑ Other — SP00y ►ern►if R.. LIST ALL EQUIPMENT AIR CONDiT10N1NG AND REFRIGERATION EQUIFUENT Number Vntb rN ee"ptkaa l?0"Number Manufacturer jr AAS HEATING • FURNACES, BOILERS, FIREPLACES )somber VnJtsAVrovhiq v"ertp"M X*"Number S[watda tree a H A Nr=o•3 C_A a Q►E P_ Z TANKS SO" 1r[.ny NaimbMI CapKity 'Type Ldgrdd Naaae of Serlsl APptovi"I and Ushaamdoea contain" Haav "t=W No. 0001R£4004100 ✓ L,y �e 6991 SUM gyMW :jd3d 00 MUM MeG 1N3W1aVd34 JNlall(18 H0V38 011NV11V fiI OS'22f 444000000 000004000 'MVI 30 SNOISIAOdd 318V011ddV 30 NOI1V10Ut 803 NOIIVOOA38 Ol 103rans aNV lIN83d SIHl 30 laVd 38V H01HM SNVId 43AO8ddV Ol ON108000V 43f1SSI <<'S1N3W3AOadWI JNlailfl8 li0:1 33IMl 1HlIM Jl dWO� Ol 3af1� tf�� NI iinS38 NVO MVI N311 �SDINVH03W 3H1 a3NMO Ho a010V81NO0 83H113 h9 AVMV a3-inVH (INV do 03HV310 391Sm aNV`30VdS 0119(ld NI 030Vld 39 ION 1Sf1W NaOM SIH1 W08J S18930 (INV HSieenH 'lVl831VW !DNl0llf19 3(1SS1 30 31Va 8313V SHINOW XIS QIOA 11Wa3d rDWHnOd 380338 a3133dSN1 38 1snw SJN11003 aNV SW803 3138ONOO TIV— 30110N :S310N vG` G$ 302IFFHw�21t1s ' ASN©:� a5ua,:,�. 00' 0$ 333 ,Lw��IdWI H J3S Utz" G$ NOIZ::�3NNv:� SSi��lO ; ;;sa.1�t,~ GO'G$ djd,L �I3M3S 00. 0S OO ' G$ SSS Sti:.> NOQ`12I fuOl,LtiW2lO3ld i 2IC�,L..��'I:i.NG.:j �` 46gd vv L'Y ddd �'�dWi 1�l3S 'Z� CII2oga 00' 0$ 333 831vm 3tli8a 06; GS ' ZZS LIw2l3d NGI,L�iW2IO3NI 2i3l�plO ----- 5333 NGiivz)i Iddtz --- 4 now OS ' ZZ$ OU ` OSLS gjEj,I,'I�IS 0 .apoz) j . 36u 1 j Ia�M :ciigsurty Zdud2IK:,/3;J�i2i�dJ :as[1 pasudo�c� rC, w,a 3W i�33 Qt Cjtri :adAZ t }9CIU ;o NOIydI?3aS3Q 'I'dJ3Z ----`--- 3002i_3H : adAy 4TU13ad EZZ�- iQItIO"I3 H:)VzS :)IZNvriLv 6696 :aagwnN wTtuaa 3ltIe3Q 3iUi IaHS U8S : ssazpp� -- -- NOI,L'EiMOaMI NOIZ'da0'I --- ---- ---- NO3y�iwrI03NI 3.IW?I3d -- HOV38 011NV11V =10A110 JNlalins dO 1N3W18Vd3a bb8E FiSd 8 CITY OF ALANTIC BEACH ,Q ROOFING PERMIT APPLICATION Owner(s) : "� � Address: o a s �� Phone: Lot # Block or Unit # Subdivision: Contractor: �J Address : City, State and Zip Phone State License # Describe work to be performed: Valuation of Proposed Construction: ?s® Materials to be used: Signature of Owner; Zc'a��e4 Signature of Contractor: Liability Insurance Supplied Workers Compensation Insurance Supplied License Information 000034 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION LOCATION INFORMATION Permit Number : 34 Address: 580 SHERRY DRIVE Permit Type: OTHER ATLANTIC BEACH, FLORIDA 3,2- Class of Work : REPAIR LEGAL DESCRIPTION Constr. Type: Lot: Block- Section- Proposed Use: SINGLE FAMILY Plat Book : Page: 0 Dwellings: 0 Code: 0 Subdivision: Estimated Value: $0. 00 OWNER INFORMATION Impl:ov. coet: $1500. 00 Name: RICHARD VAN KLEECK Total Fees: $7. 50 Addreae: 580 SHERRY DRIVE Amount. f''^' Id 97. 50 ATLANTIC BEACH, FLORIDA 3223' Date P*I id Phanet (904 )249--0653 _OtA, FEES E $7. 50 WATER IMPACT FEE $0. 00 SEWER IMPACT FEE WATER METER �AOON_ OA43-1i- R RADON GAS $0. 00 WATER TAP $0. 00 SEWER TAP $0. 00 HYDRAULIC SHARE $0. 00 RE-INSPECT FEE $0. 00 OTHER $0. 00 $0, 00 T": NOTES: NOTICE —ALLCONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: CITY OF ATLANTIC BEACH APPLICATION FOR ROOFING PERMIT BUILDING OWNERr � `d PHONE JOB ADDRESS LOT# BLOCK OR UNIT # SUBDIVISION CONTRACTOR (oyfyLpf, -PHONE ADDRESS LICENSE NUMBER EXPIRATION JOB VALUATION $ MATERIALS: SIGNATURE OWNER DATE r D - r�� SIGNATURE CONTRACTOR DATE CITY OF JACKSONVILLE, FLORIDA Building and Zoning Inspection Division ONVII"�* BUILDING PERMIT APPLICATION (APPLICATION MUST BE TYPED OR PRINTED IN INK) ° ONLY ORIGINAL APPLICATION WILL BE ACCEPTED R.E. NO.: DATE ISSUED: PERMIT NO.: HOUSE NUMBER STREET NAME OFFICIAL TYPE DIRECTION APT/UNIT ZONING USE INSP. AREA C.T. ZONING APPROVAL ONLY ZONING NOTES: NOTICE OF COMMENCEMENT: YES, NO DATE \_ FINAL APPROVAL FEE $ w0 HOUSE NUMBER STREET NAME Y INTERSECTING STREET BETWEEN V er J Yy\k 0 0 Ln /AND mLEGAL LAND DESCRIPTION LOT NO. BLOCK SUBDIVISION ASSOCIATED PERMIT NO. W (State portion of lot if less than full lot—Attach legal description per deed in duplicate if metes and bounds) 2 H Z O j PROPERTY OWNER LICENSED CONTRACTOR FLA. ARCHITECT OR ENGINEER X M COMPANY NAMEPANV NACCM COMPANY NAME J 0 NAME CENSEE NAME LICENSEE NAME cr TITLE LICENSE Nb. LICENSEE SIGNATURE tf"`� 1 ADDRESS 7S//� 2y C� CITY ID NO. ADDRESS ADDRESS z .p W J WV l Iz— L11 TELEPHONE NO. CJ. '3 1 la sTELEPHONE NO. 0 A FEE SIMPLE TITLEHOLDER C x,11 C , �I 6A 5-Z'7-'Z0 LICENSE NO. Z TELEPHONE N(.1 Q (If Other Than Owner) Lu BONDING COMPANY MORTGAGE LENDER 0 U) U) NAME NAME NAME F-- ADDRESS ADDRESS ADDRESS Z O U) 2 H Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced _, prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. Q I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, � HEATERS, TANKS, AND AIR CONDITIONERS, etc. LU OWNER'S AFFIDAVIT. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws d regulating construction and zoning. I will not occupy or use the referenced building or part thereof until all inspections are finaled and prior to Oobtaining a certificate of handicapped accessibility issued by the building official, as required by law. 0 O WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. V Z IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF Z U COMMENCE E f 1 J L Signature Signature ¢ Owngr or Agent Contractor J J ¢ Date Date H Z a NOTARY as to Owner or Agent NOTARY as to Contractor O a My Commission Expires: My Commission Expires: I. TYPE OF IMPROVEMENT J. Mobile home move-on(new) NOTE: K. Mobile home move-on(replacement) For demolition/renovation projects involving a commercial, A. New Building L. Other institutional or industrial structure or apartment building of B. Addition or Accessory Building M. Address only more than four dwelling units,the following provisions are C. Alterations and Repairs N. Moving outside city applicable: O. Converting Use D. Roofi - o In nd Repairs R. Trailer Parks&Camps I. Renovation: Is asbestos present? Yes No E. Demolition S. Site Clearing If asbestos is subsequently discovered,the applicant shall F. Moving Building(See Reverse Side) . T. Tree Removal immediately provide notice to the DER and ACD and G. Foundation only amend this application. H. Swimming pool gallons If. Demolition:All applicants must provide Notice to DER For additions,alterations or other permits,provide brief description: and AOD regardless of whether asbestos is present. VAL II. OWNERSHIP IV. PROPOSED USE NON ESIDENTIAL Na OF UNITS VI. WATER A. Amusement,recreational <9'� NO.OF UNITS B. Church,other religious rivate(individual,corporation,nonprofit,institution,etc.) RESIDENTIAL . Public-city B. Public(federal,state or local government) ®Single Family V C. Industrial B. Private Utility B. Duplex D. Parking garage Company III. COST (Total costs to include plumbing,electrical and C. Condominiums E. Service station,repair garage C. Private well mechanical) F Hospital,institutional D. Hotel,motel,or dormitory $ Soo E. Garage G. Office,bank,professional F. Carport H. Utility,towers,tanks VII. SEWAGE V NUMBER OF OFF-STREET PARKING SPACES G. Other I. School,library,other educational (bp JStores,mercantile Private J.H. 3 or 4 Families B. Privatete Utility Outdoors Enclosed 1. Apartments L. Other Company J. Mobile Home M. Convert Residence to Business C. Septic tank N. Restaurants BZID VER 1 9EV. 10-94 PSL-3747 CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION JOB LOCATION. OLJ r t'P 2\I OWNER OF PROPERTY: CONTRACTOR: CONTRACTOR'S ADDRESS: -MY= X=- l c--) Z1 P: 2 22 STATE LICENSE NUMBER: y`�`�C SCS TELE?HON I- DESCRIBE WORK TO BE PERFORMED:AVC tK-, Oj-� n (i c `�_ VALUATION OF PROPOSED CONSTRUCTION cp n I a 0 MATERIALS TO BE USED: A- SIGNATURE OF OWNER.- SIGNATURE WNER:SIGNATURE OF CONTRACTOR: SWORN TO AND SUBSCRIBED BEFORE ME THIS DA F 19P NOTARY PUBLIC ,n Patricia Anwnet0e Liability Insurance Supplied : MYCOMMISS #� 1 MRIES� _ st 27,2000 BO =M M MN RISUBn=,INC. \rVcrcers Compensawn Insurance Supplied Contractor License Information Supplied Occupational License Information Supplied PSR-3844 . 15806 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH FEPMIT INFORMATION - ___._ _ LOCATION INFORMATION ----- errnt Number : 1580 :address : 580 SHERRY DRIVE ATLANTIC BEACH . FLORIDA 32233 Permit Type:RE-ROOF --------- LEGAL DESCRIPTION ''lass of Work:NEWTwp' Constr . Type:WOOD FRAME Block: Lot : v Section: 0 Subd, Rna° Proposed Use: SINGLE FAMILY Dwellings ; 0 Subdivision: Est. . Value: 0 ,00 Improv . Cost : 3 . 500 . 00 Total Fees ` 25 .00 Amount Paid. 25 ,00 FE ------ APPLICATION FEES - - WNF.F. !NFr--R '1ATIO1"t ia;? � CATH` BAILEY tERMIT � - - adds' :r' SHERFY DRIVE !TLANTIC EEz,,-H , FLORIDA 3. Phone : a04 `781_595, CONTFACTCR ?NFORMATICiN Name: HOUSTON 5RCS . ROOFING , INC , nd�?r 12138 W . BEAVER STREET JACKSONVILLE . FLORIDA 322X' 1 RCO-043300 Exp : / NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH ANDDEBRIS FROM THIS WORK CONTRACTOR OR MUSTOWNNOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED WAY BY FARO COMPLY WITH THE MECHANICS'BUILDING (IMPROVEMENTS LIEN LAW CAN RESULT !N RTY OWNER PAYING TWICE FOR NG TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FORPLICABLE PROVISIONS OF LAW. $25.88 14ceip dCHECKS 2967 00100003221069 UILDIN D PA TMENT By: i. FOR OFFICE.USE ONLY Date-----y')-P-7 7 lg Permit #_'711/......Fee $_'041. ...... CITY OF ATLANTIC BEACH Valuation ...................... FLORIDA House ............:-.?!-------- ---------------- .. APPLICATION FOR BUILDING PERMIT ...................... ........................ ............................................................................ Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. automatically responsible to ascertain that all sub- The Contractor or Owner-Builder who has been issued a Building Permit is contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date------------ ----------------------- 19-1 --------------_---- Owner... ---------- e. ................................Address------------------------------------------------------------Telephone No----------------------------- �joll -------- Architect.......C.t N----------•-----•---•• Addres&...........................................................Telephone No----------------------------- Contractor Builder-)P; 9 . -- t Address...-----•........ .............••-------------..._........Telephone No.------------------------- 'fA. 3 44 ' __J... -------Sub Division....15�f( ...............................__-------.-Zone.-----_-------- Lot No.3-3.0-hY-i4k-3-c' _Block No.----------------------- L4 r -tk 311() wl *s_/�_Side Between---------------------..............................and-----------------------------------------_---------Sts. lt� .........Type of construction../_��e!k�/h.2!��-------------- Valuation $2:f�--- ----------For what purpose will building be used..4pcstj J* I f 0 1 -----------------Size of Footings__________________..___.__..._______. Dimensions of Building----I t. X-.. 7_9---.......Dimensions of Lot.-_.----- -Y. I5;�.d±--- Size of Piers-------- ------------- --------Size of Sills--------------------- -- ----Greatest Sill Span in ft...........................Type Roof How will Building be Heated? ......... ----Will Building be on Solid or Filled Ground?-.'s-C-114.................... IV Greatest Span...___.._..___:. ..................... Size of Ceiling Joists--��__X_g------------- -----------I Distance on Centers..... ------------------------------ Distance on Centers.......... --------------------------------I Greatest Span--------------- --------- ------------------- Size of Floor Joists _) s ............................. Greatest Span. 2 Size of Rafters------ ----------------------- .. .....I Distance on Center This rectangle is to represent the lot. Locate the building or buildings in the FLURMA STATE REGISTRATION 4, _ right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. Z Z 2. When steel is in place and ready to pour columns and/or lintel. V-4 3. When steel is in place and ready to pour beam. E-t 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT 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 building regulations of the City 0E Ylant*c Beach T — Address-----------------------------------------------------------------------------------------_--------- ... .......................... Signature of Builder. SignatureofOwner- --------------------------------------------------------•------i---------------- Address....................................................•----------•---•----•---•------......---•--. %-%,41 40�.... I a i CITY OF ATLANTIC BEACH APPLICATION FOR SEWER CONNECTIONS PERMIT NO. DATE Z_2 LOCATION,'M . STR ET _ c� NOa� LOT No.3Si BLOC .� OWNER ��l j� •� D TYPE OF BUILDING MASTER PLUMBER INSPECTED _ BY BILLED ACCOUNT APPLICATION FOR WATER CUTIN TO THE CITY OF ATLANTIC BEACH: Application .is heneby made Son _3/4" tap waten cut-in at the Sottow.tng addneae Son one ___unitA . Cut-in change oj_ 85. 00 plus 2. 00 construction water — i Street No . 580 Sherry Drive Lot 339 & N 30' 340 Btoch Subd.iv-i6ion q I t-air Otdened by : A & O Builders ' } Owren Ma<,e i ng Addn ees 14500 Beach Blvd. Jacksonville Beach, FL 32250 Date: Account No Metes. No . Date. i nA tatted : .9- '` T i � /_p / f 9 DEPARTMENT OF BUILDING 2981 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date_ 12/2 ig 75 Valuation$ 25,000.00 Fee $ 65.00 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that Rawson Construction Co. E has permission to build single family dwelling Classification residence zo ` Owned by A & O Builders Lot 339 & N 30• 340 Block S/D S t ai r r House No. SBO She rV Drive According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS �I AFTER DATE OF ISSUE W f —� �— ► 0 Building material, rubbish and debris from this work must not be placed in public space, and must be cleared up and hauled away by either contractor or owner. R. C. Vogel Building official. FOR OFFICE PERMIT D USE ONLY NUMBER ATE CONTRACTOR PLUMBING ELECTRICAL E SEWER i WATER I CITY OF ATLANTIC BEACH APPLICATION FOR SEWER CONNECTIONS PERMIT NO. ,iZ DATE LOCATION -) STREET Sr - d LOT N033BL`OC NO. � OWNER TYPE OF BUILDING -- MASTER PLUMBER INSPECTED _ BY BILLED ACCOUNT NO - (p 3 3-C APPLICATION FOR WATER CUT-1N TO THE CITY OF ATLANTIC BEACH : Apptication is heneby made jot 3/4" tap waters cut-in at the jottowing addnebb 4on one units . Cut-in charge of 85. 00 plus 2. 00 construction water Stteex No . 580 Sherry Drive Lost 339 & N 30 ' 340 Block. Subd.ivi.zion Salfair Ondened by: A & O Builders Own en Mailing Address 14500 Beach Blvd. Jacksonville Beach, FL 32250 Date: Account No . ,& 4 Meter No . Date I nSzat ed : CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT PERMIT 1V'0, Date - /6 7" 5 LOCATION `� .r� Street LOT NO. BLOCK NO•,,fj& ,:jD7� v dcg OWNER MASTER FLUTMBER BUILDER OR CONTRA 0 �� Bldg. � Fe_rmit.,_,No,,. TYPE OF BUILDINGCl z - SINKS2- LAVATORY-,.),.-BATH TUBS URINALS YEJLOSETS FLOOR DRAINS SHOWERSLWATER HEATERS_ZDI ? �RS __/_DISPOSALS�OTHER TOTAL FIXTURES � �g "1 . 00 NO WORK MUST BE DONE UNTIL A PERMIT HAS BEEN FROCURED PLANS AND SPECIFICATIONS must show a plan and description of the size-.and location of all the soil and vent pipes, and the numbor and location of all fixtures, (in accordance with Or' " ',_nanoe nc. 188 of the City of Atlantic Beach, Flcjrida) must be shown on bank of appli- cation and be approved by the Plumbing Inspeet -r. DRAT PLAN AND SPECIFICATION OF ABOVE PLUMBING ON BACK. Approved by Plumbing Inspec3tor Date , (FOR OFFICE USE ONLY) ROUGH-IN INSPECTED RE-MARYS FINAL INSPECTION: CERTIFICATE ISSUED: CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: Z� 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. Pw CQ ELECTRICAL FIRM MASTER ELECTRICIAN SIGNATURE JOURNEYMAN �} n r ! NAME /T 01 C7 .t7 t I1 C BS ADDRESS: MAGleavill s RFD BOX 8a ,.Shy BLDG.SIZE BETWEEN: (c R RES.(,11APT. ( 1 COMM. ( ) PUBLIC ( ) INDUS. 1 1 NEW ( 7 OLD 1 1 REW. ( 1 ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW(Awr INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS /5 D COPPER ( I ALUM. ( a') G 0 SWITCH O REAKE S 0 AMPS 1 PH W ,` ' 'VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL a O RECEPTACLES ' CONCEALED OPEN I TOTAL 0.30 AMPS. 31-100 AMPS. SWITCHES O INCANDESCENT ID u FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER S 0 APPLIANCES >' BELL TRANSF. �/ AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT t o 1IJ s'o 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER tSWITCH NO. KVA NO._NO.NEON TRANSF. NO. VA. MA. MOTOR SIER EACH SIGN FORWARDED $ (j TOTAL FEES ��' FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 580 Sherry Dr Builder: Lawrence Murr Address: 580 Sherry Dr Permitting Office: Jacksonville City, State: Jacksonville, FI Permit Number: Owner: Jurisdiction Number: 261300 Climate Zone: North 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:60.0 kBtu/hr - 3. Number of units,if multi-family 1 _ SEER: 10.50 4. Number of Bedrooms 4 - b.N/A 5. Is this a worst case? No _ - 6. Conditioned floor area(ft2) 2804 11c. N/A - 7. Glass area&type _ - a. Clear-single pane 0.0 W - 13. Heating systems b.Clear-double pane 336.0 ft2 - a. Electric Heat Pump Cap:60.0 kBtu/hr c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 d. Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A - 8. Floor types _ - a. Slab-0n-Grade Edge Insulation R=0.0, 162.0(p)ft - c. N/A _ b.N/A - - c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:66.0 gallons - a. Frame,Wood,Exterior R=11.0,960.0 ft2 _ EF:0.91 - b. Frame,Wood,Exterior R=11.0,362.0 ft2 _ &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=19.0,2319.0 ft - 15. HVAC credits - b.Under Attic R=19.0,364.0 ft2 - (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0, 150.0 ft - MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as-built points: 33328.00 PASS Total base points: 33343.00 I hereby certify that the plans and specifications covered Review of the plans and 0111E S74T� by this calculation are in compliance with the Florida specifications covered by this Energy Code. calculation indicates compliance y with the Florida Energy Code. PREPARED BY: ��cJ"J Before construction is completed DATE: 12`31 D 1 this building will be inspected for .l Section 553.908 5 with S � I hereby certify that this b jg, s designed, is ' compliancecow compliance with the Flo daEn gy Code. Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGauge®(Version: FLR1 PA 2.02) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 580 Sherry Dr, Jacksonville, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 2904.0 33.06 16683.3 Double,Clear E 9.0 6.0 30.0 40.22 0.43 522.4 Double,Clear E 9.0 6.0 16.0 40.22 0.43 278.6 Double,Clear E 1.5 6.0 45.0 40.22 0.91 1652.1 Double,Clear N 1.5 6.0 60.0 19.22 0.94 1082.4 Double, Clear N 1.5 6.0 9.0 19.22 0.94 162.4 Double,Clear N 1.5 6.0 30.0 19.22 0.94 541.2 Double,Clear W 1.5 6.0 10.0 36.99 0.91 337.8 Double,Clear W 1.5 6.0 9.0 36.99 0.91 304.0 Double,Clear W 1.5 6.0 30.0 36.99 0.91 1013.5 Double,Clear W 1.5 6.0 20.0 36.99 0.91 675.6 Double,Clear S 1.5 15.0 20.0 34.50 0.99 683.6 Double,Clear S 1.5 13.0 9.0 34.50 0.99 307.2 Double,Clear E 1.5 6.0 9.0 40.22 0.91 3304 Double,Clear S 1.5 6.0 9.0 34.50 0.86 265.8 Double,Clear S 1.5 6.0 30.0 34.50 0.86 886.1 As-Built Total: 336.0 9043.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood,Exterior 11.0 960.0 1.70 1632.0 Exterior 1322.0 1.70 2247.4 Frame,Wood,Exterior 11.0 362.0 1.70 615.4 Base Total: 1322.0 2247.4 As-Built Total: 1322.0 2247A DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent (W 0.00 0.0 Exterior Wood 48.0 6.10 292.8 Exterior 48.0 6.10 292.8 Base Total: 48.0 292.8 As-Buitt Total: 48.0 292.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 228.y.D 0.60 1373.4 Under Attic 19.0 2319.0 1.1 D 25509 Under Attic 19.0 364.0 1.10 400.4 Base Total: 2289.0 1373.4 As43uitt Total: 2683.0 2961.3 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 162.0(p) -37.0 -5994.0 Slab-On-Grade Edge Insulation 0.0 162.D(p) -41.20 -6674.4 Raised 0.0 0.00 0.0 Base Total: -5994.0 As-Built Total: -6674.4 EnergyGauge®DCA Form 50OA-97 EnergyGauge®/ResFREE'97 FLR1 PA 2.02 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 580 Sherry Dr, Jacksonville, FI, PERMIT# 71 BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2804.0 10.21 28628.8 2804.0 10.21 28628.8 Summer Base Points: 43231.8 Summer As-Built Points: 36489.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 36489.1 1.000 0.974 0.325 1.000 11548.9 43231.8 0.3573 15446.7 36489.1 1.00 0.974 0.325 1.000 11548.9 EnergyGaugeT1°DCA Form 60OA-97 EnergyGauge®lResFREE'97 FLR1 PA 2.02 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 580 Sherry Dr, Jacksonville, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points .18 2804.0 9.76 4928.6 Double,Clear E 9.0 6.0 30.0 9.09 1.39 379.1 Double,Clear E 9.0 6.0 16.0 9.09 1.39 202.2 Double,Clear E 1.5 6.0 45.0 9.09 1.04 423.6 Double,Clear N 1.5 60 60.0 14.30 1.00 860.3 Double,Clear N 1.5 6.0 9.0 14.30 1.00 129.0 Double,Clear N 1.5 6.0 30.0 14.30 1.00 430.1 Double,Clear W 1.5 6.0 10.0 10.77 1.02 110.2 Double,Clear W 1.5 6.0 9.0 10.77 1.02 99.2 Double,Clear W 1.5 6.0 30.0 10.77 1.02 330.5 Double,Clear W 1.5 6.0 20.0 10.77 1.02 220.4 Double,Clear s 1.5 15.0 20.0 4.03 0.99 80.2 Double,Clear s 1.5 13.0 9.0 4.03 0.99 36.0 Double,Cir E 1.5 6.0 9.0 9.09 1.04 84.7 Double,Clear S 1.5 6.0 9.0 4.03 1.12 40.5 Double,Clear S 1.5 6.0 30.0 4.03 1.12 135.1 As-Built Total: 336.0 3561.1 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Ada}cent 0.0 0.0 0.0 Frame,Wood,Exterior 11.0 960.0 370 3552.0 Exterior 1322.0 3.70 4891.4 Frame,Wood,Exterior 11.0 362.0 3.70 1339.4 Base Total: 1322.0 4891A As-Built Total: 1322.0 4891.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 48.0 12.30 590.4 Exterior 48.0 12.30 590.4 Base Total: 48.0 690A As$uiit Total. 48.0 690A CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 2289.0 1.20 2746.8 Under Attic 19.0 2319.0 2.00 4638.0 Under Attic 19.0 364.0 2.00 728.0 Base Total: 2289.0 2746.8 As-Built Total: 2683.0 5366.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 162.D(p) 8.9 1441.8 Slab-On-Grade Edge Insulation 0.0 162.0(p) 18.80 3045.6 Raised 0.0 0.00 0.0 Base Total: 1441.8 As-Built Total: 5045,6 EnergyGaugeO DCA Form 6WA-97 EnergyGaugeVResFREE'97 FLR1 PA 2.02 FORM 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 580 Sherry Dr,Jacksonville, Fl, PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2804.0 -0.59 -1654.4 2804.0 -0.59 -1654.4 Winter Base Points: 12944.5 Winter As-Built Points: 15800.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 15800.2 1.000 0.990 0.487 1.000 7616.3 12944.5 0.5340 6912.4 15800.2 1.00 0.990 0.487 1.000 7616.3 EnergyGaugeT1°DCA Form 50OA-97 EnergyGauge®lResFREE'97 FLR1 PA 2.02 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 580 Sherry Dr, Jacksonville, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 66.0 0.91 4 1.00 2655-47 1.00 10621.9 As-$uitt Total: 14162.5 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 15446.7 6912.4 10984.0 33343.1F11.548.9 7616.3 14162.5 33327.7 PASS O�It'F ST47A a ♦ r scop WE EnergyGauge71 DCA Form,3OOA-97 EnergyGauge@/ResFREE'97 FLR1 PA 2.02 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 580 Sherry Dr, Jacksonville, FI, PERMIT# 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION I REQUIREMENTS FOR EACH PRACTICE _ CHECK Exterior Windows&Doors 606.1.ABC.1.1 Ma)dmum..3 cfmi ..ft.window area;.5 cfm/sg.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundatlon&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 sued to the foundation to the top plate. _ Floors 606.1.ABC.1.2.2 Penetrationslopenings>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;perietrations 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 peneVafiDm 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 6W.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABCA-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 6-12.Switch or clearty marked circuit breaker electric or cutoff must be provided.Extemal or built-in heat trap required. _ Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar hued). Non-commercial pools must have a pump timer.Gas spa&pool treaters must have a minimum thermal i 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:R3 min.insulation. HVAC Controls 4607.1 TSeparate readily accessible manual or automatic ttrermostat for each system. Insulation 604.1,602.1 1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R3 both sides. Common ceiling&floors R-11. EnergyGauge-m DCA Form SODA-97 EnergyGauge®/ResFREE'97 FLR1 PA 2.02 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE'S = 84.2 The higher the score,the more efficient the home- 580 Sherry Dr, Jacksonville, FI, 1. New constriction or existing Addition _ 12. Cooling systems 2. Single family or multi-family Single family a. Central Unit Cap:60.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 10.50 4. Number of Bedrooms 4 b-N/A W 5. Is this a worst case? No 6. Conditioned floor area(ft2) 2804 fl c. N/A 7. Glass area&type - a. Clear-single pane 0.0 ft2 1.3. Heating systems b. Clear-double pane 336.0 f= a Electric Heat Pump Cap:60.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 d. Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A _ 8. Floor types _ - a. Slab-On-Grade Edge Insulation R=0.0, 162.0(p)fl _ c. N/A b.N/A _ - c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap:66.0 gallons _ a. Frame,Wood,Exterior R=11.0,960.0 ft- EF:0.91 _ b. Frame,Wood,Exterior R=11.0,362.0 ft2 _ b_N/A _ c. N/A d.NIA _ c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.01.2319.0 ft2 _ 15. IIVAC credits b.Under Attic R=19.0,364.0 W _ (CF-Ceiling fam CV-Cross ventilation, c. N/A HF-Whole house fan. 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc- Ret:Una All:Interior Sup.R�6.0, 150.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MSH-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the abme energy saving features which will be installed(or exceeded) 4-tuE sT,U in this home before final ' on Otherwi , a new EPL Display Card will be completed based on installed Builder Signature. Date: /i / di ,1 L Address of New Home: _STV jiP�Jt/cy 1•YL. City/FL Zip: /n L✓FwfT C �Crizq T +scop We *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 EnergyStall' designation), your home may qualify fi>r energy efficiency mortgage (EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauye Hotline at 4071638-1492 or see the Energy Gauge web site at xww fsec.ucf.edu for information and a list of certified Raters. For information about Florida's Energy Effrciencv Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGaugeV(Version: FLRIPA 2.02) DATE: 12/3/01 MANUAL "J" SUMMARY REPORT -------------- Prepared For: Prepared By: Lawrence Murr R. B. Ellis Energy Design Systems Job Name: 580 Sherry Dr *********************************************************************** DESIGN CONDITIONS For Jacksonville OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 32 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor (%) 5 Latent Factor (%) 29 *********************************************************************** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM ------- ------- ------- ------- WHOLE HOUSE 45299 1510 38910 1621 ------- ------- ------- ------- HEATING COOLING DELTA T 40 DELTA T 23 NOTE: **Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. *** PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 DATE: 12/3/01 MANUAL "J" DETAILED REPORT FOR ENTIRE HOUSE Prepared For: Prepared By: Lawrence Murr R. B. Ellis Energy Design Systems Job Name: 580 Sherry Dr ************************************************************************ EXPOSURE GLASS NORTH SOUTH EAST WEST NE/NW SE/SW HORZ TOTAL --------------------------------------------------------------- AREA 99 68 100 69 336 COOLING 2475 2720 7400 5106 17701 HEATING 3168 2176 3200 2208 10752 ---------------------------------------------------------------- WALLS TOTAL ------------------------------------------------------------- AREA 1322 1322 COOLING 3305 3305 HEATING 5288 5288 ------------------------------------------------- TOTAL OTAL ------------------------------------------------- AREA 48 48 COOLING 634 634 HEATING 994 --------------------------------------------------------------------99-- FLOOR AREA COOLING HEATING -------------------------------------------------------- SLAB 162 5897 RAISED WOOD ------------------------------------------------------- CEILING AREA COOLING HEATING ------------------------------------------------------- UNDER ATTIC 2319 5566 5566 SGL ASSEMBLY KNEE WALL 364 837 983 ----------------------------------------------------- MISCELLANEOUS COOLING LOADS --------------------------- People Sensible Load 1500 Latent Load 5264 Lights & Appl . Load 1200 Latent Safety Btuh 263 Ventilation Load Duct Heat Gain 3137 Infiltration Load 3328 Sensible Safety Btuh 1703 TOTAL SENSIBLE LOAD 38910 TOTAL LATENT LOAD 5527 Summer ACH 0 . 4 Temp. Swing Mult. 1. 00 *** Total Cooling Load 57769 BTUH Or 4 . 81 Tons *** MISCELLANEOUS HEATING LOADS --------------------------- Infiltration Load 12259 Ventilation Load 2087 Duct Heat Loss 1474 Safety Btuh Winter ACH 0 . 7 *** Total Heating Load 45299 BTUH Or 3 .77 Tons***