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Permit 1125 Main St (vault)
PREPARED 1/23/03, 8:11:59 INSPECTION TICKET PAGE 2 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 1/23/03 ------------- ---------------------------------------------------------------------------------- ADDRESS . : 1125 MAIN ST SUBDIV: TENANT, NBR: NEW SFR, CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747 OWNER . . PHONE ; PARCEL . . 171016-0000- - APPL NUMBER: 02-00025184 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PRINIT: BLDG 00 BUILDIBG P99AIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 12/26/02 DCF BD FOOTING TIME; 13:00 12/26/02 AP foundation slab inspection 17 01 1/15/03 LJH BD SHEATHING TIME; 13:00 1/16/03 AP ROOF NAIL OFF AND WALL SHEATHING 744-0747 13 01 1/21/03 LJHB FRAMING TIME: 13:00 __________ EVIN BENNETT 744-0747 333-4535 COVER UP 15 01 1/23/03 LJ BD INSULATION TIN: 13:00.— -- IMI BB TT 744-0747 -------------------------------------- COMMENTS AND NOTES -------------------------------------- z M-4 0 > > 0 mcow C °' � coi3 N r a s c �3 3 m m CD < CD CD oo� v N a 0 > > > z S W o m v N CD a El El m FV► O N V N r cn'n n c w o O CD m o-= Z © 9 m 177 fl ❑❑❑ D m m C < (D'n m :• a m3 cm 0 W =1 ND °' Z �O T V La ° N r m 5 ❑❑❑ m O z re =1 d -0?> cn-im v <- 3 (D O O O 0 CD W N O� g r p y CD m 3 w f� W w y m m W o � Oo T ❑❑❑ ` C n m - n 0 o = v�� a n � CD Z n a r • ❑ ❑ PREPARED 1/21/03, 9:46:21 _ �ZZR� - PAGE 9 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 1/21/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1125 MAIN ST SUBDIV: TENANT, NBR: NEW SFR, CONTRACTOR ; KEVIN W. BBNNETT PHONE (904) 744-0747 OWNER . . PHONB PARCEL . . 171016-0000- - APPL NUMBER: 02-00025184 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PERNIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 12/26/02 DCF BD FOOTING TIME; 13:00 12/26/02 AP foundation slab inspection 17 01 1/15/03 LJHdBDATHING TIME: 13:00 1/16/03 APAIL OFF AND WALL SHEATHING 744-0747 13 01 1/21/03 LJHMING TIME: 13:00 BBNNETT 744-0747 333-4535 COVER UP --------------------------------------------------------------0--------------------------------- PERNIT: ELIC 00 ELECTRICAL PERMITSUB: SCHUMAN ELECTRIC INC. (904)737-4040 REQUESTED INSP DESCR 'PTION TYP/SQ COMPLETED RESULT RESU S/COMMENTS ------------------------- 22 01 1/21/03 LJEL OUGH TIME: 13:00 ----w ------------------------------------------------------------------------------------------------ PERNIT: NECK 00 MECHANICAL PERNIT SUB: AIR FLOW DESIGNS, INC. REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RBS LTS/COMMENTS - -------------------------- 32 01 1/21/03 LJ ROUGH TIME: 13:00 -rik- -5 --- - ------------------------------------------------------------------------------------------------ PRRNIT: PLBG 00 PLUNBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 42 01 12/23/02 LJH PL R GH TIME: 13:00 12/23/02 AP 41 01 1/21/03 L PL NDERSLAB TIME: 13:00 IVA -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 12/18/02, 8:13:08 INSPECTION TICKET PAGE 7 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 12/18/02 ------------------------------------------------------------------------------------------------ ADDRESS . 1125 NAM Sr"� SUBDIV: TENANT, NBR: 60AMP TEMPORARY POLE CONTRACTOR SCHUMAN ELECTRIC INC. PHONE (904) 737-4040 OWNER KEVIN BENNETT PHONE PARCEL 171016-0000- APPL NUMBER: 02-00025287 ELECTRIC ONLYci PBYlIIT; ELIC 00 BLBCTPICAL PBFNIT REQUESTED INSP D CRIPTION - TYP/SQ COMPLETED RESULT ESULTS/COMMENTS ------------------------------ -------- ------ ----- ------------------------------------------ 23 01 12/18/02 H48; 08.0 N s— ---- -------------------------------------- COMMENTS AND NOTES --------- ----------------------------- PREPARED 12/23/02, 8:48:16 INSPECTION TICKET PAGE 3 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 12/23/02 ------------------------------------------------------------------------------------------------ ADDRESS . : 1125 MAIN ST SUBDIV: TENANT, NBR: NEW SFR, CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747 OWNER . . PHONE PARCEL . . 171016-0000- - APPL NUMBER: 02-00025184 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PRINI?: PLBG 00 PLONBING PSINIi REQUESTED INSP DESCRIPT ON TYP/SQ COMPLETED RESULT RESUL COMMENTS ------------------------------------ ----------------------------------------------------------- 42 01 12/23/02 LJH P OUGH TIME: 13:00 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 1/15/03, 8:38:11 INSPECTION TICKET PAGE 7 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 1/15/03 - ----------------------------------------------------------------------------------------------- ADDRBSS : 1125 MAIN ST SUBDIV: TENANT, NBR: NEW SFR, CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747 OWNER . . PHONE PARCEL 171016-0000- APPL NUMBER: 02-00025184 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PMIT: BLDG 00 BDILDIBG PIRNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------ ---- - -- --- -- -- --}------------------------------------------------- - - - 10 01 12/26/02 DCF 8D FOOTING TIME: 13:00 12/26/02 AP foundation slab inspection 17 01 1/15/03 LJH BD SHEATHING IN:13:00 mu-JUILJOR UDllAU,SMTElG 7444747 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 2/03/03, 14:22:00 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 2/03/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1125 MAIN ST SUBDIV: TENANT, NBR: NEW SFR, CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747 OWNER . . PHONE PARCEL . . 171016-0000- - APPL NUMBER: 02-00025184 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PERMIT: PLBG 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 42 01 12/23/02 LJH PL ROUGH TIME: 13:00 12/23/02 AP 41 01 1/21/03 LJH PL NDERSLAB TIME: 13:00 1/23/03 AP 44 01 2/03/03 LJH $A$R IRPECTIOB TIME: 13:00 -----?3 p3-La -- 444747 --------------------------- - --- COMMENTS AND NOTES -------------------------------------- PREPARED 12/26/02, 8:32:27 INSPECTION TICKET PAGE 4 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 12/26/02 ------------------------------------------------------------------------------------------------ ADDRESS . : 1125 MAIN ST SUBDIV: TENANT, NBR: NEW SFR, CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747 OWNER . . PHONE ; PARCEL . . 171016-0000- - APPL NUMBER: 02-00025184 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PRUIT: BIX 00 BQIIJ)1m PBRNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------------------------------------------- ------------------------------ 10 01 12/26/02 4T—If"o–u iOOTING TIME: 13:00 ndation slab inspection, -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 CERTIFICATE OF OCCUPANCY P E R M A N E N T Issue Date . . . . . . 4/04/03 Parcel Number . . . . . 171016-0000- Property Address . . . 1125 MAIN ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . Contractor . . . . . . KEVIN W. BENNETT 904 744-0747 Application number 02-00025184 000 035 Description of Work . SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . r Approved . . . . . . . -- _ Building Offi c al VOID UNLESS SIGNED BY BUILDING OFFICIAL �11111 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 CERTIFICATE OF OCCUPANCY P E R M A N E N T Issue Date . . . . . . 4/04/03 Parcel Number . . . . . 171016-0000- Property Address . . . 1125 MAIN ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . Contractor . . . . . . KEVIN W. BENNETT 904 744-0747 Application number 02-00025184 000 035 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . -- Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF 4& 'aa AewA-AM Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received P.M. —2�— Al Atri Job Addrets Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing D Footing 0 Rough Wiring 0 Rough C, Air Cond.& F— Re Roofing ri, Slab 0 Temp Pole Oj Top Out D Heating Insulation 0 Lintel U Final D Sewer 7— Fire Place 11 Pre Fab READY FOR INSPECTION A.M. Mon. Tues, Wed, Thurs. Friday P.M.— A.M. Inspection Ma6e% Inspector Final Inspection El Certificate of Occupancy 0 L/Le�, Date F7;/ BUILDING, PL41"J ING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CER TIFIC4TE OF OCCUPANCY WORK SHEET Date Requested: 1 Building Contractor: � ',��t, l 1 Building Permit Number : 0-2- Addre,Address : ss . Q Lecal Description: Improve:aents to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works ,� �fC _ 1.,������ �'► `_ �" Planning &wilding i 04/03/2003 17:52 9042466495 OMALLEY PAGE 02 FROM :✓ASSOCIATED SURVEYORS INC FAX NO. : 904 771 3659 Apr. 03 2®03 0S:41PM P1 MAP SHOWING BOUNDARY SURVEY OF LOT 4, TOGETHER WITH THE NORTHERLY 10 FEET OF LOT 5, BLOCK 199, ACCORDIN10 TO THE PLAT OF � c "Wo ATLA IC MACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. STEPHANIE 1. HOWIE, CERTIFIED TO., C N U R w,Es mft, srREEr (so� RicHr-a�=wRr,� Lft 17LI} LOT 3 I BLOCK 1S9 I M- �' .1,920 (R i a 1ai.ow (rr i [AMAOAR � . ' ,>, 4f SWC ,I a -01 l LBSIdD 01- ia>M Lk 237 »ZCOW .r, LOT A * a BLOCK 196 k MAE AEsuvoorrqD Nf1 1.3'EA YES RASHER AMM 1, Na ff15 ELEVATION 2covb (10.00) �/t'1NE>IlAt 1'��+ _ cam• � � assT�csuP -" � %• � c as,ree As=..wri; m J ELEVA710Y1 MOON ARE aA3ED TM Lar 5 NAMNAL GOOM YERTICAL DATLIA 1924. 13LOCK ISO 6Y0 a I.MGM ARE EH011N FM MR OKAY, Z S1NNICNRE NO.T2s- SRM Hmm um um FL000 J4 Aw ASSOCIATED SURVEYORS INC. _ SWAM YMM ONLY'.TME"�G °A '-' LAW # 91MgNEERING suwo f ��N1I'[9 AR F 1'A�T PALLY VE�iIKA9 if ANY.NOT 30.!16 >S1Np N 80ULEV221 *I i MICK++U14VlLlE fLOR�A 322ib 1&'1�I 9I7RMlb QI ICDN 9 nM9WW AND ME Z 004»771�d4i! PU9JC RELOIbi NOT sEAkc746 1r�Fb1 PAiQ101$P COVO MTS CR RnIWCnCNS THAT MAY AFFECT W PARCLL 0 0 C RFXyITE OF NO. LR°006418B.EI M OJNFRRISE STATED ALL I=PR'!:S'Mn NAVE N0 W MICATNIE. SSV 7.NO7 VALID 1114i0UT ANO 1MIi ORKmAi.wAivW VEAL OF A 1 M6RE8Y CERTIFY Tms SURWY WAS DONE UNDO MY DIREG SSTAND SUPEFOR LAID T AI0VI11U{i TECW R 0 Mp�7,IRON PM OR Raw pp p�p�spy aDVb.ppppm�� 61&17 N7A U. 472, F_S. * M1XfN�JmA2 IPS P.NC PII4.IF>Jr��Y BY OF X M111M0 q� E_QND�ML�I,,��{qR,�(�y) P•L ^ 1�IE AWTIE RED M HER ID4 C NO.�7 1 R qApEE� A "II T.) Q FINE IM CIWtLES L SfARUNG MAMA CERTI N4.48t9 O.R.e.=ClT1LSY WIA RhY1M d. $CFwu" fLORIDA GEI7T1�'ICATt; NO.6132 LA .-aPPIOw.m ow P-E m a 1'ODL}_ �:a�AN wmL �'£' ��'� � � �4��3 d.E�.11.r IL �Vrw3mamff �fEJiLE�d.0.82M v-proveftw1w, un 7118 , �, LTJ I , J iJr' i 4I I ; ff>� o �� I f � 197 S/�3 ' 'r lit i r � HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Building Department 247-5845 Apr 04 2003 10:24am Last Transaction Date TimeTwe Identification D r i n Pa"es Result Apr 4 10:24am Fax Sent 92466495 0:30 1 OK 04103/2003 17:52 9042466495 OMALLEY PAGE 01 645 Mayport Rd., Suite i Atlantic Beach, Fl 32233 904-241-3141 John Joseph O'Malley 1-800-881-0234 Fax:904-246-6495 President omolleyiax@aol.com Licensed Item Estate Broker Date: To: �� Fax No. From: IkAkfAl 4-40- RE: tau Fra C aao 4y (UA-4 kj� a q- Number of Pages:_ (including cover page) 'The information contained in this faesimb (ataltnr the documents accompanying ft) may 4oaWn confidential Information.The information is intended only for the use of the individuals to whom It is addressed, If you are not the Intended recipient, or the employee at *gent responsible for delivering it to the reclplent, you aro hereby notified that any dissmInation, distribution,copying or the taking of any action In reliance on the Contents of this information is strictly prohibited. if you receive this facsimile in eiror, please notify us Immediately Thank you CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 CERTIFICATE OF OCCUPANCY P E R M A N E N T Issue Date . . . . . . 4/04/03 Parcel Number . . . . . 171016-0000- - Property Address . . . 1125 MAIN ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . Contractor . . . . . . KEVIN W. BENNETT 904 744-0747 Application number 02-00025184 000 035 Description of Work . SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL c� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 " INSPECTION PHONE LINE 247-5826 Jlit Application Number . . . . 02-00025184 Date 1/16/03 Property Address . . . . . . 1125 MAIN ST Tenant nbr, name . . . . . . NEW SFR, Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 124000 Owner Contractor ------------------------ ------------------------ KEVIN W. BENNETT 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 (904) 744-0747 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor . . AIR FLOW DESIGNS, INC . Permit Fee . . . . 109 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments NEW SVC. 150AMPS, IPH, 4W, 240VOLT,ALUM Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 109 . 00 109 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 109 . 00 109 . 00 . 00 . 00 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. qCJ BUILDING OFFICIAL 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, II, III, and IV. I. Street Address: til le 1 LOCATION OF Intersecting Stre s:Between And BUILDING Sub-division G _ch ©-t— L404 II. 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 .t Contractors `, Contractor Print /`/ Master Name of Property Owner :nod e)., Signature of Owner Signature of Or Authorized Agent Architect or En ineer III. GENERAL INFORMATION A Type of heating fuel: B. ",2"Electric IS OTHER CONSTRUCTION BEING DONE ON TIES ❑ Gas: _LP Natural _Central Utility BUILDING OR SITE? P� ❑ Oil ' ❑ Other—Specify IF YES,GIVE UMBER OF CONS U L ON PERMIT IV. MECHANICAL EQUIPMENT TO BE NATUREOFWORK INSTALLED �Residentialing Commercial Provide complete list of components on back of this form) ❑ Existing Building Heat _Space Recessed woCSntra! loor. ❑ Replacement of existing system ,,GY Air Conditioning: Room Centra J2r'. New Installation(No system previously installed) ,,@Duct System: Material Thickness ❑ Extension or add-on to existing system Maximum capacity I CO-;, cfin ❑ Other- Specify ❑ Refrigeration ❑ Cooling tower. Capacity Qnm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator (Number) (Received) ❑ Gasoline pumps (Plumber) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel Permit Approved by Date ❑ Boilers ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons Agency C}'tel3vieco3c Ca' /.z"- C2,5 16. HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving T Agency N O C CAW-16 C'- TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 xt Application Number . . . . . 02-00025184 Date 12/16/02 Property Address . . . . . . 1125 MAIN ST Tenant nbr, name . . . . . . NEW SFR, Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 124000 Owner Contractor ------------------------ ------------------------ KEVIN W. BENNETT 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 (904) 744-0747 ------------------------------ ----------- ----------- ---- -------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . INSTALL 13 FIXTURES Permit Fee . . . . 126 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ------------------------- --------------------------------------------------- Special Notes and Comments NEW SVC . 150AMPS, IPH, 4W, 240VOLT,ALUM Fee summary Charged Paid Credited Due ----------------- ---------- -- -------- ---------- ---------- Permit Fee Total 126 . 00 126 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 126 . 00 126 . 00 . 00 . 00 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. ,Q) , ( . 1,k, BUILDING OFFICIAL 5 ( 9 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: I I QS IM R 1 0 ST2EE: - OWNER OF PROPERTY: V>_Beon� PLUMBING CONTRACTOR: �I�. • yQ"Ln d-,scAs p(u,�,r hI A&X'x , CONTRACTOR'S ADDRESS: A&I' a _"LA ctr _BlocI STATE LICENSE NUMBER: GFCO 33TIO TEL.to 41-0 833 HOW MANY OF THE FOLLOWING FIXTURES t RE-PIPED OR NEW SINKS SHOWERS a LAVATORY _WATER HEATERS o? BATH TUBS l DISHWASHERS URINALS I DISPOSALS CLOSETS 1 WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER I WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: X $3.50 +$15.00= MINIMUM PERMIT FEE: $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS-(904) 247-5826. sem' CITY OF ATLANTIC BEACH FS 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025184 Date 12/09/02 Property Address . . . . . . 1125 MAIN ST Tenant nbr, name . . . . . . NEW SFR, Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 124000 Owner Contractor ------------------------ ------------------------ KEVIN W. BENNETT 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 (904) 744-0747 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW 150AMP SERVICE Sub Contractor SCHUMAN ELECTRIC INC. Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments NEW SVC. 150AMPS, IPH, 4W, 240VOLT,ALUM Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95. 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95. 00 . 00 . 00 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. Cie.... BuiLDTNG OFFICIAL CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: I a 2oo-2, 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. ELECTRICAL FIRM: MASTER E RICIA C T OWNERS ADDRESS: I I aS R ria ST- RFD BOX BLDG. SIZE 5i a BETWEEN: RES. APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEWY OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: NEWV4 INCREASE REPAIR( CONDUCTOR SIZE AMPS: I S?b COPPER ALUM V6LT SWITCH OR BREAKER CSV 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 RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 3 1.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. I OVER APPLIANCES I I BELL TRANSF. AIR H.P.RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS I HEAT � 30 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. I KVA NO. I KVA NO.NEON TRANSF. NO VA MA MOTOR SIZE I SWITCH FLASHERS EACH SIGN11 Updated 5/202002 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025184 Date 12/05/02 Property Address . . . . . . 1125 MAIN ST Tenant nbr, name . . . . . . NEW SFR, Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 124000 Owner Contractor - ------------------------ ----------------------- KEVIN W. BENNETT 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 (904) 744-0747 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 532 . 00 Plan Check Fee 266 . 00 Issue Date . . . . Valuation . . . . 124000 ---------------------------------------------------------------------------- Special Notes and Comments 1 . MAINTAIN THE SWALE ON THE NORTH SIDE OF THE PROPERTY. 2 . WATER IS AVAILABLE, TAP ALREADY INSTALLED. 3 . SEWER SVC. AVAILABLE, TAP ALREADY INSTALLED. 4 . WATER TAP IS AT SOUTH END OF LOT, SEWER AT NORTH END. 5 . PROVIDE RPZ BACKFLOW PREVENTER IF IRRIGATION SYSTEM OR FIRE SPRINKLER SYSTEM WILL BE INSTALLED. BP TO BE TESTED AFTER INSTALLATION BY CERTIFIED TESTER & COPY OF REPORT SUBMITTED TO PU DEPT. ---------------------------------------------------------------------------- Other Fees . . . CITY RADON SURCHARGE . 37 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 8 . 70 AB CONSTRUCTION SURCHARGE . 96 SECTION H IMPACT FEE 750 . 00 STATE RADON SURCHARGE 7 . 04 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 370 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND CONTRA tq@?&NER. "FAILUR MPLY WITICjif§,qQIt 7CTION LIEN Yty&CAN RESULT INjlja PRopERTY 9X'NU_pAyING TWICE FQR BUILDING IMPROVEMENTS_ISSUED ACCORDING TO AP_PROV_E_D_P_LA_N_S- WHICH AR%ArRT 0' e e NF t a fUBJECT TO$YTCATION FOR VIO;f N06 APPLICABLE PRO.T6)NS OF LAW, OO Plan Check Total 266 . 00 266 . 00 . 00 . 00 Other Fee Total 2832 . 07 2832 . 07 . 00 . 00 BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEN GNOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Page 2 Application Number . . . . . 02-00025184 Date 12/05/02 Grand Total 3630 . 07 3630 . 07 . 00 . 00 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 CONTRAC'T'OR 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 WHIG PART OF THIS PERMU AN UBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Nq City of itl atfa load 12PIIIT s►: CUM= RICK" sss DateiWOW fl �iptt no: I'M Dem tiff oty ►amt M2 Mm Lo 2W 1 Mw op BUIL m PEII'i'S 1 Min Teader detail C[ am I*m $165.0 TOW � $I(&$$ Trews dotes 12H9M Ties 15-RUIR CTTV OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 `vim�'3Ii� Application Number . . . . . 02-00025287 Date 12/09/02 Property Address . . . . . . 1125 MAIN ST Tenant nbr, name . . . . . . 60AMP TEMPORARY POLE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ KEVIN BENNETT SCHUMAN ELECTRIC INC. P. 0. BOX 48171 JACKSONVILLE, FL 32247 JACKSONVILLE FL 32247 (904) 737-4040 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments TEMPORARY POLE 60AMPS, 1PH, 3W, 240VOLT 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 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. BUILDING OFFICIAL CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR DATE: I;)- 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. ELECTRICAL FIRM: MASTER EL RICI ATURE: OWNERS NAME: ADDRESS: M91,J"ST- RFD BOX BLDG. SIZE BETWEEN: RC /`r7 3frwt6_L-0-r s 6 RES'K APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEWV-), OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP SIGNS( ) SQ.FT. SERVICE: NE INCREASE REPAIR CONDUCTOR SIZE AMPS: 60 COPPER ALUM.J>4 FEES SWITCH OR BREAKER 60 AMPS PH 3W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS 1HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. IKVA NO. I KVA NO.NEON TRANSF. NO I VA I MA I MOTOR SIZE I SWITCH I FLASHERS EACH SIGN T T—I -A ennnnne _. A I-E - LOj7- tor- — b guL- 14cl ?-�cac, 199 t Z Z5 �wia*h� Sr � Q P—, 3z23'S 3 r�----�- LAST- Pots t �sT°wMJSJ LOTS 2.� 3 ' ��� ��" FOR UNCMctad�a 1Cqi LOT' t M RIS 'T7TOTED NOV 1 3 2002 BY: City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) JOB ADDRESS / 25 DATE 0,4�U ST- f d<� ��C�C �l / APPLICANT �jj ADDRESS W?57 J166Fy _44S77 X- ;Z, Z 'HONE: _�7 LEGAL DESCRIPT ON: BLOCK NAJMBER. LOT NUMBER_ZONING DISTRICT x CONTRACTOR IV_ � LA f: e, �Z�--J'' ATE LICENSE NUMBER C P><_dS-FS 63 ADDRESS WZ13 wd44ST PHONE 'X V--7W-Q?Y7 CITY STATE /C-:C— ZIP 3ZZ_7_7 FAX 5trlw DESCRIBE PROPOSED USE AND WORK TO BE DONE /u E76>`J /k t44,; PRESENT USE OF LAND OR BUILDING(S) c( oz�_ VALUATION OF PROPOSED CONSTRUCTION 12(p lC-- Is this an addition? / If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? Z5 New fireplace? IJAVS New heating/air conditioning? Ur s Is approval or Homeowner's Issociation or other private entity required? If yes,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF'FILL MATERIAL? ❑NO.Applicant certifies that no change in site grade or fill material will be used on this project. VYES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18102 s S$rEP 3. - Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic . Beach,FL 32233 Telephone:(904)247-5826 ", In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. S. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE �r I I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION, BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR DATE 1// ! .7 ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME MAILING ADDRESS PHONE FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE AS TO OWNER: ❑ Personally known Produced identification Type of identification produced ��✓ �� AS TO CONTRACTOR: ❑ Personally known VProduced identification Type of identification produced `�.tiKyr ry�!,y TRAVIS M.MONS 6!18/02 ; MY COMMISSION#DD 054907 �:, a: EXPIRES:September 4,2W5 ��Pnm Baxied Thru Notary Public underwriters 6 NEW IMPERVIOUS SURFACE REGULATIONS On January 01, 2002, the City of Atlantic Beach enacted new regulations limiting the amount of Impervious Surface that can be developed on property. Within all residential Zoning Districts, the maximum amount of Impervious Surface area allowed is fifty percent (50%). Within all commercial and industrial Zoning Districts, the maximum amount of Impervious Surface area allowed is seventy percent (70%). The Zoning regulations define Impervious Surface as follows: Impervious Surface shall mean those surfaces that prevent the entry of water into the soil. Common Impervious Surfaces include, but are not limited to, rooftops, sidewalks, patio areas, driveways, parking Lots, and other surfaces made of concrete, asphalt, brick, plastic, or any surfacing material with a base or lining of an impervious material. Wood decking elevated two or more inches above grade shall not be considered impervious provided that the ground surface beneath the decking is not impervious. Pervious areas ; beneath roof or balcony overhangs that are subject to inundation by stormwater and which allow the percolation of that stormwater shall not be considered impervious areas. Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rain water, however, decking around a pool may be considered .impervious depending upon materials used. Information verifying Impervious Surface must be provided prior to issuance of Building Permits whenever new construction, including building renovations or additions, new driveways, decks or porches involves any increase in Impervious Surface area. FLOODPLAIN DEVELOPMENT INFORMATION Location:: J/A-Z:L) '571— oL-Z 7---V . Type of Development: Flood Zone: x r Q Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date Applicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative r JOB ADDRES4 I l a S (Y]Q Y1 , CS t- -e _TYPE WORK Ale W PROPERTY oWrrER U�� 2��t `f TELEPHONE _ 6ell 90Y- 333 4 ;35 KeN 6.p LI CONTRACTOR Gk ()o -EPHONE PMU,(rrNUMBER DATE of Jr)oz INSPECTIONS• FOOT VVG Ut 2-- SL4B 77EBE" LLYTEL rIAILjNG�S'SF,ATgING � z 5a3 FRAMW&COVER UP I o� INSULATION FINAL BUILDING ,- GFMMCATE OF OCCUP ELE.CTRIG4L 21 INSPECTIONS RDUGH l as'U3 fixe FINAL MEC UANIC4L PERAffn INSPECTIONS ROUGH FINAL �- D MVABWVGPERMM D6PEMO.NS ROUGMU DER SLAB a L °3 Z3-03 TOPOUT WATEII - : FINAL ( NOTES• � f 11 CITY OF ATLANTIC BEACH =' 800 SEMINOLE ROAD = ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 if l>'r INSPECTION EMAIL REQUEST: Building-deplkwab.us Application Number . . . 07-00001663 Date 12/11/07 Property Address . . . . . . 1125 MAIN ST Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc REPLACE SEWER ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MURPHY ATLANTIC COAST PLUMBING CORP. DBA:ATLANTIC COAST PLUMB. &TILE ATLANTIC BEACH FL 32233 Q/A: PARRISH, NICHOLAS JACKSONVILLE FL 32224 (904) 249-5381 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/08/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED,ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Dec 11 07 12: 14p Susan Parrish 904-246-3673 P. 1 h�t.:,.v , CITY OF ATLANTIC BEACH 1 PLUMBING PERMIT APPLICATION _ _Date: FP roperty Address: ,,�1 C, /�'_(����,•� i _r _ —--- ' Qwaer. & r - 4/r- Telephone M. -r�;gorl I Coatractor• .,,1' J Telephone Contractor address: l. gi`1�--- Fox 0: z�. In owsidcrst►on of permit given for Aoing the work as describedin the above st3ttmant.the hereby agree to perfivm paid work in I uccordanoe with the attached plans and specifications which am a pan hereof acrd in*Xordanta with the City di Atlantic 3eaeh 1 ordinance and stwWards of good practice listed therein. I kwallaWn of plumbing and fixrum must be in acowdance with the natm recent edition of the Southern Stan iwd Plumbing Code. Plumbing Type: if other construction is being done on this building or site. O New list the building permit number O .Re-Pipe __.. .._._ Number of Fixtures: Bath Tubs Showers Closets Slower Pans Dishwashers Sinks Disposals Urinals Floor Drains _ Washing Machine Lavatory Water Sewer A1��_.. Water Heaters / Other Feer Permit Issuing Fee: S35.00 Total Fixtures: X 57.00 + S35.00.� I so0 seminale Road- Atlantic Beach,Florida 32233.5445 Phone: (904)2475800- Fax: (904)247.5845- hUp:l/www.ci.atiantie-brach.tl.us CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address ,//Z sT, .Date Heated Square Footage $ 76 per sq ft= $ Garage/Shed _@$ 37 per sq ft= $ / , r r U Carpo Porc 3- @ $ / 7- per sq ft= $ t 3 2 6 Deck @ $ per sq ft= $ Patio @$ 1p per sq ft= $ / / S-2— TOTAL ZTOTAL VALUATION: z .� icy 4,/ o Total Va uation I st $ / 601060 Remaining Value $3. per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ S3 2- ZONING: ZONING: + '/z Filing Fee S 00 $ 2 C C FLOOD ZONE: (/ } Fireplaces @ . 9- $ �.5-- IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ 2,33 WATER IMPACT FEE $ 9:? p SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ ? Z SEWER TAP $ C Qcfff) RADON 144..0050 $ SECTION H PAVING (p') $ 3'a HYDRAULIC SHARES $ —p — CROSS CONNECTION $ ?S, ST(193 y) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ CITY OFATLANTIC BEACH f! .L►`1r 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 �t TELEPHONE:(904)247-5800 '! FAX:(904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application # O Z Applicant: 4/1 V( :-) } . Address: j Project: Ill �IzLo o Your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed Date Contractor Notified Date ��►. �`l;� CITY OF ATLANTIC BEACH ,I 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application # 02—_2---5 Applicant: Address: Project: V _'SF kQ— Your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed Date �— Contractor Notified Date PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT . Permit Application # 02;- ii Applicant: Address: /'Z'"'J ry)o-t n Project: C s � Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: a Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call(904) 247-5834. Revie d by Donna Kal ak, Public Utilities Director Date Signature Contractor Notified Date Mg; led IL�2,0.4 DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 O TELEPHONE:(904)247-5834 .. FAX:(904)247-5843 v?` SUNCOM:852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE ---� PUBLIC WORKS DEPARTMENT '! Permit Application # Z, Applicant: Address: lo Project: � XI/your application is approved as noted by the Public Works Dep a ent. Final application approval must come from the Building Depart ent. ❑ Your permit application has been reviewed by the Public orks Department and the following items need attention: Maintain the swale on the north side of t e property. Please submit these requirements the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in or r that we can approve your application. If you have any questions please call (904) 247 834. Reviewed by Robert S. Ko y, P.E. Director of Public Works Date Signature Contractor Notified Date filU t i �d w -- WATER IMPACT-FEE WORK S1 EET ADDRESS: l��J� /t'l /� S T— DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 Bathroom group.consisting.of water closet, lavatory., Z bidet, and bathtub or shower 6 Bathtub (With or without overhead shower or whiripooi attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 2 Drinking fountain llct5 of F_ /t- 1/2 Floor drains 2 Kitchen sink, domestic. 2 Kitchen sink, domestic with food waste grinder and/or Z— dishwasher 2 Laundry tray (1 or 2.com artments) 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, publicor private 4 Water closet, private installation 4 Water closet,.public installation 6 p TOTAL NUMBER OF UNITS = 0 •.� MULTIPLIED x 20 TOTAL$ 370 MINUTES OF TREE CONSERVATION BOARD June 12, 2002 A regular meeting of the Tree Conservation Board was held Wednesday, June 12, 2002, in the City Hall Conference Room. Present were Joan McCloud,Barbara Mears,William Permenter, Carol Rockwood, Maureen Shaughnessy, Building Official Don Ford and Susan Dunham. 1. Call to Order The meeting was called to order at 7:02 p.m. 2. Recoenition of Visitors None. 3. Approval of Minutes of Meeting of May 22, 2002 A motion was made by Board Member Shaughnessy, seconded by Board Member Permenter and unanimously carried to approve the Minutes of the Tree Conservation Board meeting of May 22, 2002. 4. Old Business None. 5. New Business A. Tree Removal Applications: 1) 2375 Seminole Road: Building Official Ford advised that the applicant requested that his application be deferred until the next Tree Conservation Board meeting. 2) Lot 3, Block 150,Section H: Barbara Mears advised that she would abstain from voting on this application due to the fact that she prepared the tree survey for the applicant. Mr. Ray Hinson introduced himself as the contractor for the applicant. Mr.Hinson stated that he would like to remove a 22"pine and a 32"oak to be mitigated with oaks on site. A motion was made by Board Member Rockwood,seconded by Board Member Shaughnessy,to approve the application and to direct the Building Official to issue a permit for the removal of 22" of pine to be mitigated on site with a 5.5" oak,a 4" oak and a 3.5" oak; and the removal of a 32" oak to be mitigated on site with a 5.25" oak, a 4" oak and a 3.25" oak. The vote was called and Joan McCloud,William Permenter,Carol Rockwood and Maureen Shaughnessy voted in favor of the motion. 3)-Le 4x,Bfock.119+9,Suction H: Building Official Ford advised the Board that the applicant was notable to attend this meeting but requested that the Board review the applications for Agenda items 5.A.3., 5.A.4. and 5.A.5. The Board changed the order of the agenda,addressing 5.A.5. first, 5.A.4. second and 5.A.3. third. 5) Lot 6, Block 199, Section H: Board members made corrections to the survey. A motion was made by Board Member Permenter,seconded by Board Member Shaughnessy and unanimously carried to approve the application and to direct the Building Official to issue a permit for the removal of 23" of oak to be mitigated on site with a 5"oak,a 3" oak and two 4"oaks. In addition,the Board recommended that Mr.Bennett consider moving the footprint of the house to the north to protect the 23" oak which is not designated on site to be removed. Minutes of Tree Conservation Board June 12, 2002 Page 2 4) Lot 5,Block 199, Section H: The Board made corrections to the survey. A motion was made by Board Member Rockwood,seconded by Board Member Shaughnessy and unanimously carried to approve the application and to direct the Building Official to issue a permit for the removal of 23" of pine to be mitigated on site with a 4" oak and two 5" oaks. 3) Lot.4o Block 199,Section H The Board discussed the application. 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 35.5" of bay and 32.25" of sweet gum to be mitigated on site with 4" of sweet gum, 15" maple,8" of oak and 12" of bay. Reports and Announcements Chair Mears requested that the application form be updated. She stated that the current application is confusing and that a large number of surveys and applications were incorrect. A motion was made by Board Member Shaughnessy,seconded by Board Member Permenter and unanimously carried that the City of Atlantic Beach Tree Removal instructions be updated for clarity as follows: include on the diagram that the building footprint be included; that the applicant clearly mark exterior and interior zones on the diagram; and include a few examples for clarity. Additionally,that Board members bring additional suggestions for changes to the next Tree Conservation Board meeting. A motion was made by Board Member Rockwood and seconded by Board Member Permenter that the City of Atlantic Beach designate someone on staff to go to the sites to measure the trees and that the Board will use the measurements determined by the staff member. Board Member Rockwood stated that there is a confusion of which measurements to use because Board members determine different measurements. Concern was also expressed about the liability of the City in case of illness or injury and lack of permission from owners to walk property. A vote was taken and the motion passed by unanimous approval. Chair Mears expressed concern with regard to moving the berm and replant trees at 66 Dewees Street. Building Official Ford stated that he would look into this matter. Board Member Shaughnessy advised Building Official Ford that someone dumped a pile of dirt and the end of West Third Street and Camilla. Building Official Ford stated that he would look into this matter also. A. Update from Historical Tree Ordinance Sub-Committee: Chair Mears advised that the draft ordinance was complete but that the Sub-Committee was still working on the presentation. Building Official Ford advised the Board that the Tree Fund has approximately$38,000. He asked Board members to identify areas on public property that require trees. He also suggested that the Board look at the block of Ahern Street between Sherry Drive and East Coast Drive as a possible candidate for trees. ,— - -- 1 EIVECEP C, I I Or ATLANTIC BEACH M A y fqn 'rD '�; REl'>'1OVAL APPLICATION � f Ian la is i lj w1lin #nd Zanm All plications must be subm ucci with seven (7) copies and received by 5 Piton t ie ndav ten (10) days Prior to the scheduled meeting in order to be placed on the agenda. I *INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. ` 4y?"� -Tr&z eJ44S7" --T4x, F?— 3ZZ77 /0V-7VV-07 7 APPLICANT NAME ADD ESS TELEPHONE 2. L07-- e-,' - ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED 'TREE REMOVAL: 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? C3 YES 5 NO ❑ NOT SURE 5. PROPERTY ZONING: VKESIDENTIAL O COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER DIAMETER MITIGATION INTERIOR EXTERIOR , 3 � © � l r s Flu" �_ �►� �_4„ MAPLE ►, W t' LA IM all a * Diameter at Breast Height (D.13.1L) is measured at 4.5 feet above grade. To accurately determine diameter, measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as nieasured immediately above the fo rlcs. i ** See attached diagram for determination of interior and exterior zones. 7. SITE PLAN/TREE SURVEY indicating: a) Location of topography features such as hills 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 MU5T be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MIST be marked with BLUE flagging,paint or tape. C) The front property corners must be marked by stakes or paint indicating the Lot 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. Applicant's Signature Date ` 5 Ower's Signature Date CITY USE ONLY: Tree donservation Board Chairperson Date MAP SHOWING TREE SURVEY OF LOT 41 TOGETHER WITH THE NORTHERLY 10 FEET OF LOT 5, BLOCK 199, ACCORDING TO THE PLAT OF SECTEON ""'W" ATLANTEC . ISEACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT 0 N it WEST 14th STREET (50' RIGHT—OF—WAY 00 LOT 3 BLOCK 199 ( � 102' �RJ I o 0 in (2)6'(3)3 3",5",7" MAPLE MAPLE ® ® 6 ® a — — — — OAK ( MAPLE3 4" CHINA Mp�LE � BERRY� (2)3„(1)5,. : 4” W ® MAP (3)4"(1)5'® ® (3)3" 3",5",6",8"MAPLE MAPLE 4" MAPLE 0 HACKBERRY MAPLE 4"® l 6"OAK BAY BAY SWEET 4"0 t� OAK GUM t" MAPLE I "® _ PINE 3".4" 5'� ®4ET 6.. 00 It,~ v 2.0=0" ,� MAP E SW ®BAY rl, o LOT 4 111 1 "`1 um 0 OAK 20 4"5" 5 EET BLOCK; 199 (2)5' ZQ'-p" to% kc oar ",34y�Y ® o o ® ® �o o -BAY 3.. 10" C TINA 3" CHINA m t! 6" 8 RRY MAPLE BERRY BAY cy-Q (2A3" (A) (2�4"(l 4., Z OAK — BAY`—, S;" �_"iF BA�VAY�LA Y — — — — — i 47 v OAK 5 — 21 PINs BAY ET m o AK ? 5 MYRTLE® " GUM Q MYRTLE F- rn ®4" 3",4" 6"® 'o O OAK BAY Z BAY N o 0 E_- I LOT 5 I m BLOCK 199 v E Y O R S 1. BEARINGS ARE BASED ON QEPdERAL fdOTN7, J 2.STRUCTURE N0. N/A SHOWN HEREON UES WITHIN FLOOD ZONE N A AS BEST b MAP SHOWING TREE SURVEY OF LOT 4, TOGETHER WITH THE NORTHERLY 10 FEET OF LOT 5 BLOCK 199, ACCORDING TO THE PLAT OF SEC �l+fiEON ""'H"" ATLANTEC BEACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED T0: KEVIN AFNNETT O 04 II WEST mmy STREET (50' RIGHT—OF—WA Y� r-- — — — — — Tree Removal Approved las Noted J f 00 LOT 3 BLOCK 199 I 1-Y IO , (R) I o 0 J m (2)6.,(3)3" 3'.5'.7" MAPLE MAPLE ® ® 6 0 — — — — '�`� AK (2)APLE3' _(� 4„ CHINA " 13 4" q 4„ � BERRY (2)3"(t)5.. W S (3)4" 1 5"' ® C-33 3",5",6",8" MAPLE MAPLI 4; MAPLE 6„® HACKBERRY MAPLE I 6" 4„® 1.4 6"OAK BAY B SWEET 4"0 Q OAK GUM t® MAPLE I �Oft ® PINE 3",4 '® 84" 6" oO IN �.� e1 MAP SWEET ®BAY Ln OAK 2 ",4",5" LOT 4 (l`I� GUM WEET BLOCK 199 (2) * Soo I 3" BA AI Is' 9 ®tD” o 0 O BAY �l� u . Cl-INA 3„ CHINA m 6' BERRY MAPLE BERRY m (2)3"OAK i a�� BAY 3°1 3` u BA AY BA Cl46111 r6. Z D 94 O o OAK OAK 0 4" PINE - ® BAY m BAY® -(� MYRTLE® 5" GUM d MYRTLE AK BAY 00 BAY v, I IOR, (R) o 0 LOT 5 + m BLOCK 199 N E Y 0 GENERAL NOTE= 9- 'Q S 1. BEARINGS ARE BASED ON__—_ N A J 2.STRUCTURE NO. N/A SHOWN HEREON LIES WITHIN FLOOD ZONE N A AS BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO--N/—A DATED N/A ASSOCIATED SURVEYORS INC. 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, LAND do ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. w 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT F- 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE 904-771-6468 PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL. J O CERTIFICATE OF AUTHORIZATION NO. LB 0005488 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. S S V 7.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LEGENDMOREVIATIONS DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL O SET IRON PIPE OR REBAR P.C. = POINT OF CURVE COV-D = COVERED STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER -ASSOC.SURVEY" OR L.B.5488 P.T. = POINT OF TANGENCY CH = CHORD 61G17-6, LO IDA ADIviINISTRATiUN CODE, 2�HAPTJR72, F.S. 0 FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE ■ FOUND CONCRETE MONUMENT (C.M.) P.C.C. = POINT OF COMPOUND CURVE BY: X CROSS CUT OR DRILL HOLE C/L = CENTER LINE R/W= RIGHT OF WAY (R) =RECORD (M) = MEASURED CONC. = CONCRETE B.T.= BUILDING TIE CHARLES B. HATCHER FLORIDA CERTI IGATE N0, 377-1 R =RADIUS L = ARC LENGTH A\C =AIR CONDITIONER (E.T.) = EAVE 11E CHARLES L. STARLING FLORIDA CERTIFICATE NO. 4579 O.R.B.=OFFICIAL RECORD BOOK ® =WATER METER �6.= UTILITY POLE RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 O.R.V. =OFFICIAL RECORD VOLUME P.ECI. =POOL EQUIPMENT GUY ANCHOR P.R.M.=PERMANENT REFERENCE MONUMENT –O.U.–=OVER HEAD UTILITIES JOB N0. 28820A DATE 10-02-2001B.R.L. =BUILDING RESTRICTION LINE X—X CHAIN LINK FENCE E.T. =ELECTRIC TRANSFORMER & PAD I W WIRE FENCE E.B.= ELECTRIC BOX SCALE: 1" = 20' DRAFTER 9:1..9fJL J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY10-0 WOOD FENCE BTN. – BETWEEN MAP SHOWING BOUNDARY SURVEY OF LOT 4, TOGETHER WITH THE NORTHERLY 10 FEET OF LOT 5, BLOCK 199, ACCORDING TO THE PLAT OF SECTCON "'W" ATLANTEC BEACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT. 0 N II WEST mmr sr EET (50' RIGHT—OF—WAY L.B.1704 t 00 LOT 3 b cc BLOCK 199 I 14V OD NG I D2 (IL>'� I O v WALL o 101.92' (M) 01700 SZ1ED 7 8' I LINE EAE J m 0.8' I D/RT FLOOR jN I 1.6' OVER 0.6' ��°2—o f 3.0' 1.6' 0.4' CAP UNREADABLE IF 0.4. AVER OVER ,��'� AP W UNREADABLE OD y � LOT 4 BLOCK 199 �1 in 0 m 1/2 REBAR 1-41 - 'Ei.ASSOC.SUR. '9> 1/2REBAR L.B.S4BB ASSOC.SUR co L.B.54M lorn 101.96' (M) o 0 1 LOT 5 I m BLOCK 199 I J V j 7 E Y 0 ,Q aBiNERAL NOTES# 1. ANGLES ARE SHOWN FOR THIS SURVEY. C 2.THE PROPERTY THUS SHOWN HEREON IDES A WITHIN ZONE S DETERMINED FROMNEL SURVEYORS INC. 3.THIS AS CE SURVEY ONLY. T EXTENT OF UNDERGROUND FOOTINGS, w LAND A ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. 4.J,��IRISDICj¶�ONAL AND ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT r 3846 BIANDING BOULEVARD LOCATED BY THIS SURVEY. s JACKSONVILLE. FLORIDA 32210 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE i ? 904-771-6468 PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS OR RESTRIC11ONS THAT MAY AFFECT THIS PARCEL. J 0 , CERTIFICATE OF AUTHORIZATION NO. LB 0005488 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. S S V 7.NOT VAUD 1MTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL LEOE!!D/ApilEVIATIONs O SET IRON PIPE OR REBAR P.C.- POINT OF CURVE COVE) = COVERED STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER "ASSOC.SURVEY' OR L.B.5488 P.T. - POINT OF TANGENCY CH = CHORD 61G17- IDA INI5TRAIT CODE HAP R 472, F.S. FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CUWE �" ■ FOUND CONCRETE MONUMENT (C.M.) P.C.C. = POINT OF COMPOUND BY: X CROSS CUT OR DRILL HOLE C/L - CENTER UNE R/W- WAY (R) =RECORD (M) = MEASURED CONC. = CONCRETE B.T.- BUILDI TIE CHA L B. HATCHER FLORID E FICATE N0. 3 R RADIUS L - ARC LENGTH A\C :AIR CONDITIONER (E.T.) EAVE TIE CHARLES L. STARLING FLORIDA CE TIFICATE NO. 4579 O.R.B.=OFFICIAL RECORD BOOK 1ffi =WATER METER 4N= UTILITY POLE RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 O.R.V. -OFFICIAL RECORD VOLUME P.EQ. -POOL EQUIPMENT -w= GUY ANCHOR P.R.M.=PERNIOA T REFERENCE MONUMENT -O.U.-=OVER HEAD UTILITIES JOB NO. 28963A DATE 10-02-2001 B.R.L. -BUILDING RESTRICTION UNE X—X CHAIN LINK FENCE SCALE: 1" = 20' DRAFTER ?.�9Ga E.T. -ELECTRIC TRANSFORMER do PAD W—VV WIRE FENCE E.B.= ELECTRIC BOX J.E.A. -J O(SONVILLE ELECTRIC AUTHORITY 0--0 WOOD FENCE BTN. = BETWEEN X-REFERENCE N0. 28820A • .�� �.`�� r III �,;! x ' •i � I I I f QD � � Its{t�55 � J •• �'vtcS1-- ► 1 0 19 ( I :4�1 198 CK i ��, �; 1 � rte• ;'� I _ . •J I fy'=�, oi23 I ff�13 X97 f/23 MAP SHOWING BOUNDARY SURVEY OF LOT 4, TOGETHER WITH THE NORTHERLY 10 FEET OF LOT 5, BLOCK 199, ACCORDING TO THE PLAT OF SECTEGNl ""N"" ATLANTEC BEACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT. O N II WEST 14 My 5 MEET (50RIGHT-OF-WAY 1/2" -' L.B.1704 I .. fau f '.n LOT 3 BLOCK 199 f Avoo 102 (RJ I ~Y /- RETAINING o O EA W WALL o 101.92' (M) WOOD SHED I 7.6' f LINE m f DIRT fZOCR( 0.8' i 3.2' I `^ f� 1.6' OVER 1/2.. 0.6' �o___o_ 3 0' CAP /� 1.6 -�,\ 0.4, UNREADABLE A 0.4' 1 2' O.Ei' AVER p 'R ti� 1/2 14 W 3 a,1 CAP UNREADABLE 9 .. C) LOT 4 � °' BLOCK 199 � m CPO.1/2 R£BAR o oA1 ASSOC SUR. L.B.5488 ' 1/2 REBAR 7 ASSOC.SUR. 00 L.B.5488 101.96' (M) I 10V (R) o 0 LOT 5 I m f BLOCK 199 N E Y p R GENERAL NOTESs J S 1. ANGLES ARE SHOWN FOR THIS SURVEY. rl 2.THE PROPERTY THUS SHOWN HEREON LIES WITHIN FLWO ZONE ASST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL k ATE p SSOCIATED SURVEYORS INC. 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT of UNDERGROUND FooT1NGS, LAND A ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED, 4. RISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT r 3846 BLANDING BOULEVARD L TED 9Y THIS SURVEY. .t S JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE i ? 904-771-6466 PUtlUC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENO 6.UNLESS AOTHERWISE NTS OR E STATED ALL IRON PIPES N AFFECTSTRICTIONS THAT MAY THIS NO IDENTIFICATION. O S S V CERTIFICATE OF AUTHORIZATION NO. L@ 0005488 7.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LEGEND/AMREVIATIONS DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL O SET IRON PIPE OR REBAR P.C.= POINT OF CURVE COV'D = COVERED STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER "ASsoc.suRVEY` OR L.13.5488 P.T. = POINT OF TANGENCY CH = CHORD 61G17- F IDA AD INISTRATIO CODE HAP R 472, F.S. a FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE • FOUND CONCRETE MONUMENT (C.M.) P.C.C. = POINT OF COMPOUND BY: . X CROSS CUT OR DRILL HOLE C/L = CENTER UNE R/W= RIjE CHA L B. HATCHER FLORID E FICATE N0. 3 (R) -RECORD (M) = MEASURED GONG. a CONCRETE B.T.= BUILDI R -RADIUS L = ARC LENGTH A\C =AIR CONDITIONER (E.T.) = EAVE CHARLES L. STARLING FLORIDA CE TIFICATE NO. 4579 O.R.S.-OFFICIAL RECORD BOOK WATER METER 49,= UUly p6LE RAYMOND J. SCHAEFER FLORIDA CE TIFICATE NO. 6132 O.R.V. =OFFICIAL RECORD VOLUME P.EQ. =POOL EQUIPMENT -.= GUY ANCHOR JOB N0. 28963A P.R.M.=PERMANENT REFERENCE MONUMENT -O.U.-a OVER HEAD UTILITIES DATE 10-02-2001 B.R.L. -BUILDING RESTRICTION LINE X—X CHAIN LINK FENCE SCALE: 1' = 20' DRAFTER .7.Z Na E.T. =ELECTRIC TRANSFORMER & PAD W—W WIRE FENCE E.B.= ELECTRIC BOX J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY 0-0 WOOD FENCE BTN. - BETWEEN X-REFERENCE NO. 28820A MAP SHOWING BOUNDARY SURVEY OF LOT 4, TOGETHER WITH THE NORTHERLY 10 FEET OF LOT 5, BLOCK 199, ACCORDING TO THE PLAT OF SEC' CON ""No" ATLANTEC BEACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT. O N it wEsr mmy srEEEr (50' RIGHT—OF—WAY L.B.1704 a0 LOT 3 cm BLOCK 199 I Y W ENING .10,0' (R) I o 0 WALL 0 101.92' (M) WOOD SHED 7 8' I EAVE m D/RT FL OCR ;n LINE 0.8' 5 3.2' I a I /-'1.6' OVER CAP 0.6' o—o f 3.0 1.6' -�,\ !�0.4 UNREADABLE - 4. 0.4. '►,� 0.82 PVER W o� CAP UNREADABLE CD �� LOT 4 i, 14 rn BLOCK 199 in \l � g o0 c.). 1/2 REBAR b 011 "5 ASSOC.SUR. 1/2REBAR L.B.548B Q ASSOC.SUR. � I L.B.5488 101.96' (M) I low' (J?) o 0 /- LOT 5 ( m BLOCK 199 J a V E Y O GENERAS 1. ANGLES ARE SHOWN FOR THIS SURVEY. NOTEs� c� /�� +� V Co2.THE PROPERTY THUS SHOWN HEREON UES WITHIN FLOOD ZONE ASANEL ST a A SSOCIA 1 ED SURVEYORS ORS INN3.THIS IS A5 SURFACE SURVEY SURVEY ONLY. THEPEXTENT OF UNDERGROUND FOOTINGS, LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERM[NEO: w 4.J L TED Y THIS SURVEYRISDICjIONAL AND_[O r 3846 BLANDING BOULEVARD . R ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT JACKSONVILLE, FLORIDA 32210 5,THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE 904-771-6468 PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL. O O ' CERTIFICATE OF AUTHORIZATION NO. LB 0005488 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. S S V 7.NOT VAFLORIDA LICENSED SURVEYOR AND MAPPER. LID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LE0E1lD/ApItEV1AT10Ns DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL O SET IRON PIPE OR REBAR P.C. - POINT OF CURVE COV'D = COVERED STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER 'ASSOC-SURVEY' OR L.B.5488 P.T. = POINT OF TANGENCY CH = CHORD 61G17- F IDAAD INISTRATIO CODE HAVR72, F.S. � FOUND IRON PIN OR PIPE (IP P.R.C. = POINT OF REVERSE CU ■ FOUND CONCRETE MONUMENT (C.M; P.C.C. = POINT OF COMPOUND BY: X CROSS CUT OR DRILL HOLE C/L = CENTER UNE R/W= RI .WAY (R) -RECORD (M) = MEASURED CONC. - CONCRETE B.T.m BUILDI E CHA L B. HATCHER FLORID E FICATE N0. 3 R -RADIUS L = ARC LENGTH A\C -AIR CONDITIONER (E.T.) = EAVfr TIE CHARLES L. STARLING FLORIDA CE TIFICATE NO. 4579 O.R.B.-OFFICIAL RECORD BOOK �t ..WATER METER 149%= UTILITY POLE RAYMOND J. SCHAEFER FLORIDA CE TIFICATE NO. 6132O.R.V. -OFFICIAL RECORD VOLUME P.EQ. -POOL EQUIPMENT -+=GUY ANCHOR IP.R.M.=PERMANENT REFERENCE MONUMENT -O.U.-=OVER HEAD UTILITIES JOB NO. 28963A DATE 10-02-2001 B.R.L. =BUILDING RESTRICTION LINE X-X CHAIN LINK FENCE SCALE: 1" = 20' DRAFTER 9 9Gd' E.T. -ELECTRIC TRANSFORMER & PAD W-W WIRE FENCE E.B.= ELECTRIC BOX J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY 0-0 WOOD FENCE BTN. - BETWEEN X-REFERENCE NO. 28820A ( I } I I MAI N 12 T- - - S7- - - - - -- - - - - -- - - - -- - - - --- ----- tt�jfd5 L615 I coy ; ,�( , �! f-,c- , �I Q i� f Ij" I ff19 xIF I u. 4i, ; 08 CK 197 =/73 •,ti� j i � j / � y� I III. Energy Code Information: RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS 1. Is the current energy code form completed properly and signed; ^ correct climate zone and correct jurisdiction? (FBC 13-600) No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? -Y� No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Y No N/A (FBC 13-602.I.ABC.1.1) C Is the"R"value for added insulation on exterior walls shown? No N/A PLANS EXAMINER r FO/t ® DATE: /I -2 I-v 7 5. Is the"R"value for ceilings shown? (FBC 13-604.1.ABC.1) No N/A b. Is the"R"value for raised floors shown? (FBC 13-605) No NlA OWNER: !'eytIy ��E� (� JOB ADDRESS:Jf2,J M*/� 7. Are Energy Credits Claimed? Yes No A. Attic Radiant Barrier Credit (FBC 13-607.1.A.4) Yes No CONTRACTOR: /\ . �C/Vu t i - PHONE NUMBER: YV'0 tZ B. White Roof Credit (FBC 13-607.I.A.5) Yea No C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes No (CIRCLE) 1. Survey: ®1. Is a specific purpose survey submitted? Y No N/A IV Foundation Plan:1. Are all footings shown including interior bearing walls, 2. Is correct Flood Zone shown? es No N/A 3. Are existing grade elevations shown for structures located Column pads and concentrated loads? No N/A in an"A"or"V"zone? Yea No 2• Are all locations of vertical reinforcement and anchor bolts shown? No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No / 3. Are all elevation changes in slab shown? es No N/A 5. Is property in a flood way? Yes No /A 4. Is minimum concrete PSI shown? No N/A 6. Is flood way line shown? Yes No �N/A 5. Is slab reinforcement shown? No N/A A. Wire mesh size and gauger C� No N/A B. Fibermesh reinforcement? Yes No 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yrs-) No N/A if. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) C: No N/A I. Are plans sealed by architect or engineer? Yes No N/A g, Is type of soil treatment for termites shown?(FBC 19 16) © No N/A A. Are structural calculations submitted? Yg, No N/A ( -� 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Ye No N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Q5 No N/A 3. Is exposure category shown? (FBC 1606.1.8) Ye No N/A 10. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 1606? es No NIA (FBC 1805.1) Yea No 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? <�No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.57 Ye No NIA 1. Is finished grade shown? (2W No N/A 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? No NIA stories and allowable area? <Z_�> No N/A A. Minimum 8"above adjacent grade? Ye> No N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? YF�E) No NIA for structural elements? No N/A C. Base flood elevation? Yea No 4!9>9. Are plans designed per SSTD 10-99? Yes No ,,,3, 3. Is minimum footing depth beneath finished grade shown? Cd No NIA A. Are all appropriate charts and tables shown? Yes No � (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No e2 4. Are all footing sizes shown? ® No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? rZ No N/A Construction in High Wind Areas'"? Yes No 4 6. Is vertical reinforcement shown? No N/A A. Are all appropriate charts and tables shown? Yes No da 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No am A. Is exterior wall finish shown? Yes No /A 11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No N/A High Wind Areas? 4n:- No N/A C. Is exterior wall insulation shown? Yes No N/A A. Are all appropriate charts and tables shown? No N/A D. Is exterior wall finish shown? Yes No NIA B. Are all appropriate requirements cycled or highlighted? No N/A S. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Y No A Manual for One-and Two-Family Dwellings,High Wind Edition'? Yes No B. Is exterior sheathing(type and thickness)shown? No A. Are all appropriate charts and tables shown? Yes No qz� C. Are nailing requirements(size and spacing)shown? No / B. Are all appropriate requirements circled or highlighted? Yes No lA (FBC Table 2306.1) D. Is exterior wall finish shown? No N/A 15. Does bedroom open directly into garage? Yes ©° N/A E. Is interior wall finish shown? Ye No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? No N/A grade shown? (FBC 2304.2.5) Lft!.6F No N/A G. Are shear wall segments shown? Yes No 17. Is Designer's name and address shown on plans? No N/A A. Type of hold-downs shown? Yea No A 18. Do egress doors and landings comply with FBC 1012.1.3 ,�� 9. Are ceiling heights shown? (FBC 1202.2) l�No N/A and FBC 1012.1.5? ' No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? < es No N/A 19. Are habitable rooms shown with the minimum light and ventilation IL Is ceiling type shown,drywall thickness? <g> No N/A requirements of FBC 1203.17 (SQ No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? No N/A wind load requirements for components and cladding per FBC 1606? No N/A B. Are conventional frame rafters used? Yes No / 21. Does floor plan show fireplace? Z No N/A 1. Rafter size shown? Yes No 22. Are stair details shown? Yes No (EDP 2. Species of lumber shown? Yes No A. Is minimum stair width shown? (FBC Table 1004) Yes No (10 3. Grade of lumber shown? Yes No B. Are tread and riser sizes shown? (FBC 1007.3) Yes No M C. Type of roof sheeting shown? CIS No C. Do spiral stairways comply with FBC 1007.8.27 Yes No I. Thickness of roof sheeting shown? es No N/A D. Are required landing shown? (FBC 1007.4)7 Yes No 2. Grade of roof sheeting shown? No NIA E. Is required headroom clearance shown? (FBC 1007.4) Yes No IFCD 3. Nailing pattern of roof sheeting shown? es NoN2g 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes No7T 1 D. Weight of Dry-In felt shown? Y� No N/A 24. If required,are tenant separations shown? Yes No CS E. Type of roof cover shown? <W> No N/A A. Duplex (FBC Table-704.1) 1. Attachment asphalt/fibergloss shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) <5No N/A 25. Are all columns and beams shown for porches and lanais? Yes No 2. Attachment of We roof shown? Yes No ® A. Are column type,size and anchorage shown? Yes No (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes No 3. Other roof covering and attachments shown? Yea No ® 26. Are all lintel and beam details shown? Yes No F. Length of roof overhang shown? 057 No N/A 27. Are engineering details provided for butt glass? Yes No G. Type of soffit and fascia shown? <Xg3 , No N/A H. Attic ventilation shown? Q 3�e No N/A I. Location,type and thickness of flashing shown? VIL Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes No 49M> 1. Are engineered truss plans provided showing loads,uplifts and 1. Type and ac uee of eave metal shown? Yes No required connections? IfeO No N/A 2. Are all headers,beams,girders and interior bearing walls shown? a No N/A 3. Framed roof. Vl. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No /A application? ® No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? No N/A species,grade of lumber,span and connections? Yes No /A 3. Are all door and window sizes shown? No N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? No N/A grade of lumber and connections? Yes No /A 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes No <392-_> of lumber? Yes No N/A'` 6. Are all vertical reinforcements shown? (:jg__> No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes No pattern? No N/A 8. Are all hold-downs and hurricane anchorages shown? Yes No C97P 9. Is required attic access shown? No N/A 10. Are all plumbing fixtures shown? No N/A VIII. Floor Framing. IL Are all electrical fixtures shown? No N/A 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? No N/A uplifts and connections? Yes No A. Is air handler and condensor location shown? <JjP No N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? No N/A grade of lumber and connections? Yes No /A 13. Are all smoke detectors shown? (FBC 905.2) No N/A 3. Is floor sheeting indicated,showing type,thickness and �;,.l 14. Does one(1)bathroom on the fust habitable floor level nailing pattern? Yes No 6 Have a 29"net clear door opening and handicap accessible route? (MC11-11) No N/A Duval County Property Appraiser -Parcel Summary Page 1 of 2 Parcel Summa -Current Ownership and Sale Information -Updated Weeklyll RE No.: —7 171016 0000 Owner's Name: BENNETT , KEVIN W Property MAIN ST Address: Unit No. ATLANTIC BEACH 32233 Mailing Address: 4429 JIGGERMAST AV JACKSONVILLE, FL 32277-1052 Propert Use: 0000 VACANT RES Legal 18-34 17-2S-29E .456 ATLANTIC BEACH SEC H LOTS 4 TO 6,N1/2 STREET description: LYING S THEREOF CL BY U/R BCH ORD #65-84-10 BLK 199 Neighborhood: 003119 ATLANTIC BEACH SEC H Sec-Twn-Range: 17-2S-29E [OR BK& Page., 10071-1820 Map Panel:—� 556A2 Sale Date: 7/12/2001 No. Buildings: 0 Sale Price: $60,000.00 Heated Area: 0 Exterior Wall: Parcel Summary-Values & Taxes from the 2002 Certified Tax Roll Land Value: $54,735.00 Class Vaine: $0.00 Improvements: $0.00Taxing Authority: USD3 Market Value: $54,735.00 County Tax: $376.26 Assessed Value: $54,735.00 School Tax: —�$457.53 Exempt Value, –]$0.00 District Tax: $173.62 Taxable Value: $54,735.00 Other Tax: $27.40 Sr. Exempt: 7$0.00 Voted Tax: $31.76 Sr. Taxable: $0.00 Total Tax: IF$1,066.57 This page displays values from the 2002 Certified Tax Roil with weekly updates of ownership & sales. Map-It maps & data are updated & maintained by COJ-GIS, not the Property Appraisers Office. Please direct inquiries regarding the maps & data to Map-It Feedback (below), not the Property Appraisers Office MW-It Feedback Home PRC New Map-IT Taxes Payment Feedback http://pawww.coj.net/pub/property/RENO.asp?RENUM=171016+0000 11/15/2002 5 MIN. �t1r1 U�at� Book 10762 Page 1113 PHONE_#, � —70 MH) Doc# 2002322441 Book: 10762 Page: 1 113 Filed & Recorded FsS 713.133 FLA. .13 LAWS 11/13'eOW 16M. :31 PM JIM FULLER {,� T/ �r t i O 1 CLWAL ERK CIRCUIT COURT No tl�c c o o I t L l �I 1 t��L DTRUSTDFUNDY $ 1.80 (Prepare in Duplicate) To w}tom ik tnay concern: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF CONINIENCCN4ENT. Description of property ��=...q......... .13.e -..77.1.,.::&............-!5.�.'.tq.... ................................... ..........I........................ 5 .....�4.T. / ?T-2......1� �.....e L., .33.............. ....................................................................................................................................................................................... ............... ...........,......................... .. ........................ .... ..... General description of improvements ...................I- - ,1E'Zr:(,aJ....,.. .. . ..Lwli,.,..................................................... ..........................................................................,...............................................,............................................................. ner... l�-r' .... . ..t�. /t�.!1a.Cz...h.•l• ............................................................... Ow ... .............................................................. ... Addlcss .... ... T,2—z4-rVz1/.V1/��'�'./ �..��........�4Y- f..C�...3.z Z� 7.................... Owner's interest in site'of the improvement ........ ZaG /`Z.t ......................................................................... T Fee Simple Title holder(if other than owner) Name ........................................................................................................................................................................... Address "r ........ . ,n hh Contractors K- Ej,, '_... ..�. . it.�4_Y' ... J ..t'!.. Ll. i .7aQc�a- 1- Address ,. 2 '1...-� ..1 �....... ,1. .�. ..( ..� Surety(if any) ............................................................................................................................................................. Address ................................................................................................................ Amount of bond$ ....................... Any person making a loan for the construction improvements: Name ........................................................................................................................................................................... Address ....................................................................................................................................................................... Person within the State of Florida designated by owner upon whom notices or other documents may be served: Name .................................,..,.......................................................................................................... ............................. Address .................................................................... ......................... .................................................................... In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (h), Florida Statues. (Fill in.at Owner's option). Name ......................................................................................................................................................................... Address ............................ .................................................. .............................................................................. This space for recorder's use only L.......................... Owner J t� TRAVIS M.IAIONS Swor to and subscribed before�}e thist..�.. day of W COMMISSION#DD 054907 „nG4lY7� a EXPIRES:September 4,2005 Sanded Thru Ndary Pubk Underwriters N a is FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Naine: 1;4::S, 03uilder: QUALITY REMODELIN AN Address: Pen'llilling Office: City, State: Permit Number: Owner: KEVIN BENNETT Jurisdiction Number: Climate Zone: North 1. Now construction or existing New 12. Cooling systems 2. Single family or multi-family Single family a. Central Unit Cap:29.2 kBtu/hr- 3. Number of units,if multi-ramily I SEER: 10.00 4. Number of Bedrooms 41). N/A 5. Is this a worstca,,Q? Yes 6. Conditioned 11wrarea(112) 1.18-1 OF c. N/A 7. Cjlissare;i X iypc a. Clear-single pane 0.0 il" 13• licaling systems b. Clear-double pane 157,0112 - a. Electric Beat Pump Cap:29.0 kBtu/lir'_ c. Tiutlothcr SC/Sl KIC-single pane 0.0 fl, - IISPF:7.20," d.Tint/other SC/Sl lGC-double pane 0.0 112 b.N/A 8. Floor types - a, Slab-0n-Grade Edge II)SLI1,16011 R-0.0, 197.0(1))11 c. N/A b.N/A c. 14, 1 lot wiler sysiL:jns 9. %VaM tN p':s ;I, Ek' inc I dsislrniCe Cal):50.0 gallons' a. Frame.Wood. Extc.601, 1, 11.0. 1023.0 W 1: T:0.86 b. Frimc, "Vood,Adjoccill R 11.0,358.0 ft' b. N/A c. NIA d.NIA c. Conservation credits e. 1,,';A (I IR-1 leat recovery,Solar 10. Ceiling types DlIP-Dedicated heat pump) a. Under Attic R-30.0,1505.0 fl? 15. HVAC credits b.Under Attic R=19.0, 1210 ft- (CF-Ceiling fan,CV-Cross ventilation, c. N/A IIF-Whole 110LISe ran, A 11. ,Ducts 11'r-l'i-oLi-aiiiiiuible'['Iiertiiostat, a. Sul):Unc. Ret:Unc. All:Garage SLIP.R=6.0, 1.0 11 RB-Attic radiant barrier, b.N!A W-C-Multizolle Cooling, Mz-I I-M ullizolic heating) Glass/Floor Area: 0.11 Total as-built points: 22569.00 Total PASS ;;i T base points: 23804.00 I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with 4he Florida specifications covered by this 0 -TVIE Sr4 0 Energy -ode. calculation indicates compliance 14% PREPARED with the Florida Energy Code. Before construction is completed DATE: c this building will be inspected for 1 hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Floridaf-nergy Code. Florida Statutes. POD we �A OWNER/AGENT: BUILDING OFFICIAL: DATE: -16 DATE: EnergyGaugeO (Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .19 1484.0 33.05 8829.6 Double,Clear NE 1.0 7.0 20.0 28.72 0.98 565.7 Double,Clear E 1.0 7.0 5.0 40.22 0.98 197.5 Double,Clear S 1.0 7.0 5.0 34.50 0.97 166.8 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SE 1.0 4.0 6.0 40.86 0.88 216.6 Double,Clear SE 1.0 7.0 15.0 40.86 0.98 601.2 Double,Clear NW 1.0 3.0 5.0 25.46 0.87 111.3 Double,Clear NW 1.0 6.0 20.0 25.46 0.97 496.1 Double,Clear NW 6.0 7.0 36.0 25.46 0.66 608.5 As-Built Total: 157.0 4630.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points AdaJcent 358.0 0.7 250.6 Frame,Wood,Exterior 11.0 1023.0 1.70 1739.1 Exterior 1023.0 1.70 1739.1 Frame,Wood,Adjacent 11.0 358.0 0.70 250.6 Base Total: 1381.0 1989.7 As-Built Total: 1381.0 1989.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 165.2 As-Built Total: 38.0 125.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1488.0 0.60 892.8 Under Attic 30.0 1505.0 0.60 903.0 Under Attic 19.0 122.0 1.10 134.2 Base Total: 1488.0 892.8 As-Built Total: 1627.0 1037.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 197.0(p) -37.0 -7289.0 Slab-On-Grade Edge Insulation 0.0 197.0(p) -41.20 -8116.4 Raised 0.0 0.00 0.0 Base Total: -7289.0 As-Built Total: 43116.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 1484.0 10.21 15151.6 1484.0 10.21 15151.6 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1484.0 9.76 2608.4 Double,Clear NE 1.0 7.0 20.0 13.40 1.00 267.8 Double,Clear E 1.0 7.0 5.0 9.09 1.01 46.0 Double,Clear S 1.0 7.0 5.0 4.03 1.01 20.3 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SW 1.0 5.0 15.0 7.17 1.02 109.8 Double,Clear SE 1.0 4.0 6.0 5.33 1.10 35.1 Double,Clear SE 1.0 7.0 15.0 5.33 1.03 82.0 Double,Clear NW 1.0 3.0 5.0 14A3 1.01 70.6 Double,Clear NW 1.0 6.0 20.0 14.03 1.00 280.6 Double,Clear NW 6.0 7.0 36.0 14.03 1.02 516.4 As-Built Total: 157.0 1648.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 358.0 3.6 1288.8 Frame,Wood,Exterior 11.0 1023.0 3.70 3785.1 Exterior 1023.0 3.70 3785.1 Frame,Wood,Adjacent 11.0 358.0 3.60 1288.8 Base Total: 1381.0 5073.9 As-Built Total: 1381.0 5073.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Wood 18.0 11.50 207.0 Base Total- 38.0 453.0 As-Built Total: 38.0 375.0 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1488.0 1.20 1785.6 Under Attic 30.0 1505.0 1.20 1806.0 Under Attic 19.0 122.0 2.00 244.0 Base Total: 1488.0 1785.6 As-Built Total: 1627.0 2050.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 197.0(p) 8.9 1753.3 Slab-On-Grade Edge Insulation 0.0 197.0(p) 18.80 3703.6 Raised 0.0 0.00 0.0 Base Total: 1753.3 As-Built Total: 3703.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1484.0 -0.59 -875.6 1484.0 -0.59 -875.6 EnergyGaugeOD DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 50.0 0.86 4 1.00 2809.86 1.00 11239.4 As-Built Total: 11239.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7053.1 5766.5 10984.0 23803.5 5294.9 6034.5 11239.4 22568.9 PASS yoFzaBs r�r8o EnergyGauge^'DCA Form 6MA-97 Energypauge®/FlaRES'97 FLRCNA-200 RIGHT-J LOAD AND EQUIPMENT SUMMARY Filename: Base.bld 12/1/00 For: QUALITY REMODELING AND FRAMING (KEVIN BENNETT) By: AIR FLOW DESIGNS 5615 ST.AUGUSTINE RD. JACKSONVILLE FL 32207 (904) 398-0831 Job# Wthr Jacksonville_AP FL Zone Entire House WINTER DESIGN CONDITIONS SUMMER DESIGN CONDIITONS Outside db: 32 Degl? Outside db: 97 Deg F Inside db: 72 Deg F Inside db: 78 Deg F Design TD: 40 Deg F Design TD: 19 Deg F Daily Range M Rel.Hum. : 55 % Grains Water 37 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg.Heat Loss 31482 Btuh Structure 17667 Btuh Ventilation Air 262 CFM Ventilation 2278 Btuh Vent Air Loss 11528 Btuh Design Temp.Swing 3.0 Deg F Design Heat Load 43010 Btuh Use Mfg.Data n Rate/Swing Mult. 1.00 INFILTRATION Total Sens Equip Load 19946 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 1 Internal Gains 1265 Btuh Ventilation 2742 Btuh HEATING COOLING Infiltration 2744 Btuh Area(sq.ft.) 1484 1484 Tot Latent Equip Load 6751 Btuh Volume(cu.ft.) 13059 13059 Air Changes/Hour 1.2 0.5 Total Equip Load 26697 Btuh Equivalent CFM 262 109 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make. CARRIER Make CARRIER Model FA4ANF030 Model 38YCCO30 Type HEAT PUMP Type SPLIT DESIGNS Efficiency/HSPF 7.20 COP/EER/SEER 10.00 I Ieating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 29000 Btuh Latent Cooling 0 Btuh Heating Temp Rise 26 Deg F Total Cooling 28200 Btuh Actual Heating Fan 1000 CFM Actual Cooling Fan 1000 CFM Htg Air Flow Factor .0.032 CFM/Btuh Clg Air Flow Factor 0.057 CFM/Btuh SpaceThermostat Load Sens Heat Ratio 82 MANUAL J:7th Ed. RIGHT-J:VI 3.0.11 S/N 11786 Printout certified by ACCA to meet all requirements of Manual Form J Base Job# Zone: Entire House 12/1/00 MANUAL J:7th Fd_ RIGHT-J: 3.0.11-. S/N 1178 6 1 Name of Room Entire House MBR MBTH WIC 2 Rwzning Ft.Expased Wall 118.0 Ft 4 3.0 Ft. 8.0 Ft. 5.0 Ft. 3 Room Dimensions,Ft. 0.0 t. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 4 CeilrW,Ft Condit.Option 8.8 heat/cool d 10.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Bruit Area Btuh Area Btuh EXPOSURE NO. Htg I CIg Length HIS Clg Length Htg Clg Length Htg Clg Length Htg I CIS 5 Gross a 12C 3.6 2.0 1280 *srr rrrs 260 ■""r rrrr 69 rswr srrs 40 rrsr qq Exposed b 14B 5.8 2.2 0 srrr rrrr 0 rrrr rrrr 0 rrsr rrrr 0 rrrr ►rq Walls and c 12H 2.4 1.4 0 asrs rrrs 0 srss rrsr 0 rrrs srrr 0 rrs« ►wY Partitions d 13C 1.4 1.3 350 rrr* rs** 170 **'* rrrs 0 srrr srrr 0 rrp aYY e 13H 1.1 0.8 0 *•■* •rrr 0 sssr ss«r 0 srrr sra 0 rrrr ssw f 0.0 0.0 0 rsrr srrr 0 ass as 0 rrr+ rrrr 0 rrrr rsN 6 Windows and a 11 38.2 ** 121 4627 ***' 20 765 '*** 6 229 **•• 0 0 **so Glass Doors b 8F 38.2 *r 36 1377 *••• 0 0 ••** 0 0 *••* 0 0 **** Heating c 9H 22.0 rr 0 0 rsss 0 0 rrr« 0 0 wrs 0 0 r««Y d 7L 26.0 •' 0 0 **'* 0 0 •*•` 0 0 ■•"• 0 0 arY e 0.0 `r 0 0 •*•* 0 0 ***` 0 0 •"•* 0 0 ••** f 0.0 sr 0 0 rrrr 0 0 *`** 0 0 rrrr 0 0 *•*' 7 Windows and North 16.0 5 *■•r 80 0 •*** 0 0 w*** 0 0 r•+' 0 Glass Doors NF/NW 33.0 41 *"*' 1353 20 ww"w 660 6 •""' 198 0 '*+' 0 Cooling FJW 46.0 5 rrrr 230 0 srrr 0 0 r«ss 0 0 rrs► 0 SE/SW 40.0 106 "" * 4240 0 **•' 0 0 rrrr 0 0 'rrr 0 South 0.0 0 *"* 0 0 ••" 0 0 '••• 0 0 'r•• 0 Hon 0.0 0 **wr 0 0 *••* 0 0 `rrr 0 0 'w•' 0 8 Other doors a 11E 7.6 4.3 20 152 86 0 0 0 0 0 0 0 0 0 b 10A 22.4 12.7 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12C 3.6 2.0 1103 3971 2244 240 864 488 58 209 118 40 144 81 Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.4 1.4 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.3 350 473 441 170 230 214 0 0 0 0 0 0 e 13H 1.1 0.8 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 1 Ceilings a 16G 1.3 1.4 1396 1843 1981 168 222 238 64 84 91 40 53 57 b 16D 2.1 2.3 122 259 278 22 47 50 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 tl 11 Floors a 22A 32.4 0.0 118 5767 0 43 1393 0 8 259 0 5 162 0 b 20G 2.8 1.10 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 65.1 12.9 177 11515 2279 20 1301 258 6 390 77 0 0 0 13 1 Subtot Btuh Loss-6+8..+11+12 r'** 29983 *'*' r**• 4821 rr«« r+rs 1172 rrrr rssr 359 r«YY 14 Duct Btuh Loss 5'/ 1499 ***• 50/ 241 •*r* 50/ 59 '■•r 50/ 18 +*aY 15 Total Btuh Loss=13+14 r*'* 31482 ►"* '«Yr 5062 *r•* •*" 1231 •'•* *"' 377 •'** 16 Int.Gains: People @ 300 6 'r** 1650 2 •`** 600 0 '*"* 0 0 •r"• 0 Appl. ® 1200 1 r•'• 1200 0 **r► 0 0 rrrr 0 0 prr 0 17 SubtotRSH Gaina7+8.+12+16 *"r *r" 16061 'rrr *r** 2,508 Yrr+ +rrr 484 r*■r rrrr 138 18 Duct Btuh Gain 100/ rs«r 1606 100/ rr«« 251 100/ *'** 48 100/ Ysrs 14 19 Total RSllGain=(17+18)■PLF 1.00 *•*" 17667 1.00 rrsr 2759 1.00 '"'* 532 1.00 **•* 152 20 CFM Air Required •`*• 1000 1000 `•** 161 156 rrr' 39 30 •`** 12 9 Printout certified by ACCA to meet all requirements of Manual J Form Base Job# Zone: Entire House 12/1/00 MANUAL J:7th Ed RIGHT-J: 3.0.11- SIN 1178 6 1 Name ofRoom BTH2 NOOK / KIT DIN 2 Running Ft.Expc" d Wall 6.0 Ft. 10.0 Ft. 28.0 Ft. Ft. 3 Room Dimensions,Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. x Ft. 4 Ceiings,Ft Condit.Option 8.0 heat/cool 10.0 heat/cool 10.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg CIS Length Htg I CIS Length Htg CIS Length IRS CIS Length Htg CIS 5 Gross a 12C 3.6 2.0 48 **** *rrr 100 rrrr rrwr 100 "*• r+ar rwr *rrr Exposed b 14B 5.8 2.2 0 aawr rwwa 0 rrrw rrrr 0 rrwr rwr« srta tar Walls and c 12H 2.4 1.4 0 •••• •*w 0 rwr+ swwa 0 rw•a •ww+ w«wa rrrr Partitions d 13C 1.4 1.3 0 '*•• •aaa 0 aawa rrrr 180 rr•• w•w• r«rs rrwr e 13H 1.1 0.8 0 **•' *r•a 0 tars was 0 sraa sr•a rwp rasa f 0.0 0.0 0 "*• rsri 0 tart wrtrr 0 rrrs r•rr star rssr 6 Windows and a lI 38.2 '* 5 191 **** 20 765 '*•• 0 0 "•** •"' Glass Doors b 8F 38.2 •' 0 0 •••' 0 0 •*"" 36 1377 ***• '•'* Heating c 9H 22.0 •• 0 0 **** 0 0 •*•* 0 0 *•** "'* d 7L 26.0 •* 0 0 •*•* 0 0 •'*' 0 0 ••** '••• e 0.0 '* 0 0 **** 0 0 **" 0 0 *••* '*'* f 0.0 rr 0 0 awry 0 0 asr 0 0 •rws craw 7 Windows and North 16.0 0 *•** 0 0 ***• 0 0 •"** 0 ***' Glass Doors NE/NW 33.0 0 ««ra 0 0 +w•r 0 0 +wwr 0 rw+r Cooling E/W 46.0 0 *++r 0 0 •ww+ 0 0 rrwr 0 rwsw SE/SW 40.0 5 *•** 200 20 •**' 800 36 **** 1440 '*•* South 0.0 0 *•*• 0 0 •••* 0 0 '••* 0 •*•• Horz 0.0 0 **•• 0 0 ••*• 0 0 **•* 0 **•' 8 Other doors a 11E 7.6 4.3 0 0 0 0 0 0 0 0 0 b l0A 22.4 12.7 0 0 0 0 0 0 0 0 0 9 Net a 12C 3.6 2.0 43 155 87 80 288 163 64 230 130 Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0 WaIL%and c 1211 2.4 1.4 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.3 0 0 0 0 0 0 180 243 227 e 13H 1.1 0.8 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.3 1.4 48 63 68 160 211 227 144 190 2041 1 b 16D 2.1 2.3 0 0 0 22 47 50 28 59 64 C 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors s 22A 32.4 0.0 6 194 0 10 324 0 28 907 0 b 120G 2.8 1.1 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 65.1 12.9 5 325 64 20 1301 258 36 2342 464 13 SubtotBtuh Loss-6+8..+11+12 **•* 929 ►rrr rrrr 2936 '•** ••" 5349 ••wa rr+r rrrr 14 Duct Btuh Loss 5% 46 •*'* 5°/ 147 *►•* 5•/ 267 r+•w o/ rasa 15 Total Btuh Loss=13+14 **** 975 •**' **•' 3083 ***• *'•* 5616 rrw* r++• +rrw 16 Ln.Gains: People @ 300 0 **•* 0 0 **** 0 0 •'** 0 **•' Appl. ® 1200 0 ■••* 0 1 '*•' 1200 0 *•*• 0 *'** 17 Subtot RSH Gain=7+8..+12+16 r•++ wwrr 420 *"•* •**• 2697 •*'* asrr 2529 rrr• •wsr 18 Duct Btuh Gain 10% •* 42 10"/ ••** 270 10% aw«w 253 '/ •*'* 19 Total RSH Gain-(I7+18)"PLF 1.00 •*** 462 1.00 «r«« 2967 1.00 *•*• 2782 '•" 20 CFM Air Required **•• 31 26 '+*• 98 168 •••* 178 157 **** Printout certified by ACCA to meet all requirements of Manual J Form T "tl Hoof Loadin (C ) - -- Top Chord Live Load 20 psf Top Chord Dead Load 7 p of I Bottom Chord hive Load 0 Bottom Chord Dead Load 10 Floor Loading (Cd-- i.00) � ��r ` Top Chord Live Load to psf RUE I L ,LN" Top Chord Dead Load 10 psf � �d � Bottom Chord hive Load 0 psf OV Dott.om Chord Dead Load 5 osf ®D y0-& , �- Wind Loading (Cd= 1.60) x OSCE 7-98, 3s Gust, 120 MPH Exposure Category C Importance Factor I.0 Enclosed Structure VP—T Special, Floor_(Game_Rgoni)—Loadin; (Cd ?.00) o 'Pop Chord Live Load 60 psf x VJ5 'Fop Chord Dead Load 10 psf < � Bottom Chord Live Load 0 psf VJBottom Chord Dead load 5 psf L ylaxirnum Floor Truss Spacing 16" o.C. q -Design loads were provided by the buiidirng designer '—' r V1 This drawing is not sufficient alone for instaliation. Addit.ionat instructions accornpanying this drawing, = �,> V�1� includin MR-91, should be used in conjunction � g J i J with the architectural and tructural plans _ Vl mst.ailation. If IIIH-91 has not been shipped to the site with the components shown on this page, a M, VJ'1 please contact. Apex Technology for a free copy. o z c VJ�` The Design Loads above were provided by the VJ4 Fngineer of Record. < o+ c N s H \;]� The Engineer of Record is instructed to sign the � 7" � - o singature block to the right indicating his v s a �I z, V,5 favorable review of the truss documents in < j �.. Viz accordance with Hoard Rule 6IG15 30.006(3). He z Cl-, shall also indicate his license number and address LZ . ; or: this page. ? m's _-Z o ', Permanent bracing of the roof sytem, including z daoie Truss bracing, is the responsibility or the j engineer of Record for the structure or the building designer. All trusses (including trusses under valley framing) must be completely decked. } Alt valleys are to be conventionally framed by builder. All trusses are designed for 2' o.c. maximum spacing, unless otherwise noted. d G All wails shown on placement plan are considered to be load bearing, unless noted otherwise. ° s r :7 O S'CA.Sf�l��v l vJ c 6- 7--J' x WARREN V. OARRI©AN Ili P.E. N0. 48803 7 -0 ----o =- -- ?4 0 - 0 F lo--o --o II - u II I I i ii III I��I li�i I I I ' 'I IIII III i� hill ii Ili ill P �j II �, Pili — 't- I u 1 it II i II ' I I r s4 I114 I �I II I II I I L I Q I I u I I I I I p �J4 Project NAME: STOCKS STREET Lot: 1044 Subdivision: 1044 STOCKS STREET County: Duval Building Code:FBC 2001 Computer Program Used MiTek 4.201 SR1 General Truss Design Loads Gravity-Roof: 37 psf Total Load Wind:120 mph from ASCE 7-98 Individual Truss Drawings Show Special Loading Conditions This package includes 21 truss design drawings with individual date of design. With my seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 61G15-31.003 of the Florida Board of Professional Engineers. Notes: The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. The suitability and use of each component for any particular building is the responsibility of the Building Designer, per ANSI/TPI 1-1995 Section 2. / Name: Warren V Carrigan III License#: 48803 Apex Technology is a fictitous name owned by Jax Apex Technology Inc.,a Florida / Corporation.Florida Engineer Business No.7547 333 Jacksonville Drive,Jacksonville Beach,Fl.32250 904-241-5200 TRUSS PLACEMENT PLAN 0201049 ROOF PLACEMENT PLAN NO TRUSS ID# DATE 1 0201049-CJ1 06/06/02 2 0201049-GE01 06/06/02 3 1 0201049-J 1 06/06/02 4 0201049-J2 06/06/02 5 0201049-J3 06/06/02 6 0201049-J4 06/06/02 7 0201049-T1 06/06/02 8 0201049-T14 06/06/02 9 0201049-T2 06/06/02 10 0201049-T3 06/06/02 11 0201049-T4 06/06/02 12 0201049-T5 06/06/02 13 0201049-T6 06/06/02 14 0201049-T7 06/06/02 15 0201049-T8 06/06/02 16 0201049-T9 06/06/02 17 0201049-VCJ2 06/06/02 18 0201049-VJ4 06/06/02 19 0201049-VJ5 06/06/02 20 1 0201049-VJ6 06/06/02 21 0201049-VJ7 06/06/02 ROOF TRUSSES 0201049 PROFILE QTYl PITCH TYPE BASE PLY TOP 6OT ID O/A REACTIONS -ru, GIRDER 09-10-13 Joint 2 Joint 4 Joint 6 1 4.24 ' O.00 Cil 09-10-13 365.5 tbs. 145.2 lbs. 303.8 tbs. -327.21)s. -194.5 tbs. 151.3 lbs. SPECIAL 32-00-00 Joint 2 Joint 12 1 6.001 3.001 GE01 1 32-00-00 1256.6 tbs. 1256.6 tbs. -646.11bs. -646.OIbs. JACK 05-00-00 Joint 2 Joint 3 Joint 4 2 6.00 0.00' J1 05-00 00 274.1 Ibs. 115.9 lbs. 47.9 lbs. -190.7 tbs. -119.5 tbs. 24.0 tbs. JACK -0JO00 Joint 2 Joint 3 Joint 4 r 2 6.00. 0.00 J2 03-00-00 209.8 tbs. 52.3 tbs. 27.9 tbs. -188.0 tbs. -50.1 lbs. 14.0 Ibs. JACK 0101-00-001 Joint 226.0 Ibs. Joint6 lbs. Joint 4 Ibs. 2 6.00 0.00' J3 -00-00 _170.Olbs. 87 87.5 Ibs. 9.6 tbs. -00-00 2 07 nt int 7 6.00 0.00 J J4K 07-00-00 Joint 344 2 Ibs. Jo11739 Ibs. Jo67 9 tbs. -203.5 tbs. -181.2 tbs. 34.0 tbs. GIRDER 32-00-00 Joint Joint 10 2 Ply' 6.001 3.00, T1 32-00-00 2167.2 tbs. 2062.3 tbs. -1421.2 tbs. -1421.2 lbs, 32-00 0 2 Plyi 6.00 3. T14 GIRD4 R 32 00-00 J2613.31bs. Joint2527.9 Ibs. -1940.8 tbs. -1791.5 tbs. � SCISSOR HI 32-00-00 J 646A Ibs. J-646,0 lbs. int 8 1 6.00 3.00 T2 32-00-00 1256.61bs. 1256.6 tbs. SCISSOR HI ' 32-00-00 Joint 646.0 Ibs. Joint 12 6. Ibs. � 1 6.00 3.00 T3 32-00-00 1256.61bs. 1256.61bs. SCISSOR HI 32-00-00 J 6 6.0 Ibs. Joint 12 6. Ibs. 1 6.00 3.00 T4 32-00-00 1256.61bs. 1256.6 tbs. PIGGYBACK 32-00-00 Joint2 Joint 1 6.00 3.00 T5 32-00-00 1256.6 tbs. 1256.6 tbs. -646.0 tbs. -646.0 Ibs. SCISSOR 32-00-00 Joint 2 Joint 8 6 6.00I 3.00 T6 32-00-00 1256.61bs. 1256.6 tbs. -646.0 tbs. -646.0 tbs. SPECIAL 32-00-00 Joint 2 Joint 11 3 6.00 3.00 T7 32-00-00 962.2 tbs. 1553.9 tbs. -461.2 tbs, -1117.1 tbs. SPECIAL 32-00-00 Joint 11 Joint 16 �36 �O3 T8 32-00-00 ,,nt 1bs. in4 5t'61bs. 1013 8 Ibs 755 4 Ibs. SPECIAL 32-00-00 Joint 2 Joint 9 8 6.00 3.00 T9 32-00-00 1256.6 tbs. 1256.6 tbs. -646.1 tbs. -646.0 tbs. GIRDER 09-10-13 Joint Joint Joint 3 4.24 2,12 VCJ2 09-10-13 465.6 tbs. 66.0 tbs. 272.1 tbs. 428.4 tbs. -44.6 tbs. -230.9 tbs. INVERTED 07-00-00 Joint 2 Joint 4 Joint 5 13 6.00 3.00 VJ4 07-0040 344.0 tbs. 43.1 tbs. 197.4 tbs. -204.0 tbs. -55.8 tbs. -96.9 lbs. -ROOF TRUSSES 0201049 PROFILE QTYl PITCH TYPE BASE PLY TOP BOT ID O/A REACTIONS INVERTEDOS 00-00 Joint 2 Joint 3 Joint 4 5� 6 6.00 3.00, VJ5 05-00-00 229.7 lbs. 118.9 lbs. 6.5 lbs. -240.8 lbs. -84.7 lbs. 3.2 lbs. g JACK 03-00-00 Joint 2 Joint 3 Joint 4 � 6 6.00i 3.001 VJ6 03-00-00 209.8 lbs. 52.3 lbs. 27.9 lbs. -186.5 lbs. -51.51bs. 14.0Ibs. JACK 01-00-00 Joint 2 Joint 3 Joint 5 r 6 6.00 3.00 VJ7 01-00-00 169.11bs. 83.2 lbs. 12.5 lbs. -22111bs. -31.6 lbs. 6.3 lbs. f Job Truss Truss Type Qty Ply ;STOCKS STREET 1044 '0201049 Cil ROOF TRUSS j 1 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. r 9-10-13 9-10-13 Scale=1'.18.8 5 4 10 2x4 4.24 12 3 B 71 1 8 2 •,1 81 11 12 13 7 8 1 3x4- 9-10-13 Plate Offsets(X Y). 2:0-3-12,0-1481,(3:0-0-0 0-0-0) [7:0-0-0 0-0-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (toe) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.05 2-7 -999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.39 2-7 >297 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) -0.01 6 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:40 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-4-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=365/0-4-15,6=304/0-1-8,4=145/0-1-8 Max Horz 2=258(load case 2) Max Uplift2=-327(load case 2),6=-151(load case 3),4=-195(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=34,2-8=-443,8-9=460,3-9=-420,3-10=-73,4-10=38,4-5=-3 BOT CHORD 2-11=431,11-12=431,12-13=431,7-13=431,6-7=0 WEBS 3-7=-476 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 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/SBCCI 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)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6,4. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 327 Ib uplift at joint 2,151 Ib uplift at joint 6 and 195 Ib uplift at joint 4. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 5)Special hanger(s)or connection(s)required to support concentrated load(s)102.81b down and 174,01b up at 1-6-12,and 92.51b up at 4-4-12,and 118.91b down and 231.21b up at 7-2-11 on top chord,and 9.41b down and 21.21b up at 1-6-12,and 27.1 lb down at 4-4-12, and 54.21b down at 7-2-11 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-54.0,2-6=-20.0 Concentrated Loads(lb) Vert:8=174.0 9=9.3 10=-118.9 11=21.2 12=-14.2 13=-54.2 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=83.3,2-3=46.9,3-4=43.0,4-5=79.4,2-6=-10.0 Horz:1-2=-93.3,2-3=-56.9,3-4=-53.0,4-5=-89.4 Concentrated Loads(lb) Vert:8=102.8 9=92.5 10=231.2 11=-9.4 12=-27.1 13=-47.1 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Continued on page 2 Job Truss Truss Type Qty Ply STOCKS STREET 1044 0201049 Cil ROOF TRUSS 1 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. LOAD CASE(S) Uniform Loads(plf) Vert:1-2=79.4,2-3=43.0,3-4=46.9,4-5=83.3,2-6=-10.0 Horz:1-2=-89.4,2-3=-53.0,3-4=-56.9,4-5=-93.3 Concentrated Loads(lb) Vert:8=-102.8 9=92.5 10=231.2 11=-9.4 12=-27.1 13=47.1 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=79.4,2-4=43.0,4-5=79.4,2-6=-10.0 Horz:1-2=-89.4,2-4=-53.0,4-5=-89.4 Concentrated Loads(lb) Vert:8=-102.8 9=92.5 10=231.2 11=-9.4 12=-27.1 13=-47.1 Job Truss Truss Type Qty Ply STOCKS STREET 1044 0201049 GE01 ROOF TRUSS o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 16-0-0 32-0-0 16-0-0 16-0-0 ScNe=1.55 9 5x8= 7 3x4 8.00 Fiff 3x4 4 3x4 5 8 T 0 3 3x4 G 3x6 G 4 W 1 10 3x4 C 3 T� 11 3x4 C 1 W1 111 3 qy 2 7x8 12 4 21 20 I C i 131a 1� 3x8 5 8x12= 3x5= 5.8= 18 17 16 15 14 4x8= 3.00 12 4x8= 3x4= 3x4= 4-3-8 12-2-4 32-0-0 Plate Offsets(X Y)' [2'0 4-1 0-0 11] [2'1-7-8 Edge] [12'0 4-0 0-2-1] [19'0-2-8 0-2-Oj [21:0-3-4 Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.34 20 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.94 Vert(TL) -0.49 20 >780 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.25 12 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight:250 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1257/0-3-8,12=1257/0-3-8 Max Hoa 2=-156(load case 2) Max Uplift2=-646(load case 4),12=-646(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-5370,311=-5370,4-5=-2792,5-6=-2104,6-7=-2104,7-8=-1348,8-9=-1692,9-10=-2060,10-11=-2473, 11-12=-2473,12-13=16 BOT CHORD 12-14=2259 WEBS 4-21=1319,4-20=-2250,5-20=489,5-19=-731,17-19=1269,7-19=1378,7-17=140,8-17=-553,8-16=405,9-16=-465, 0-15=284,10-15=-465,10-14=81 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 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/SBCCI [fend 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)All plates are 2x4 M1120 unless otherwise indicated. 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 646 lb uplift at joint 2 and 646 Ib uplift at joint 12. 6)This truss has been designed for both TPI-85 and ANSIITPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply i STOCKS STREET 1044 !0201049 J1 ROOFTRUSS 12 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. r 5-0-0 5-0-0 Scale=1'.13.9 1 3 I J I, 8.00 12 T1 2 Bi 2x4= 5-0-0 =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 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.04 1-2 >505 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP N0.21D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=116/0-1-8,2=274/0-3-8,4=48/0-1-8 Max Horz 2=1 92(load case 4) Max Uplift3=-120(load case 2),2=-191(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=33,2-3=42 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. It 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 atjoint(s)3,4. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 120 Ib uplift at joint 3 and 191 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply opti. OCKS STREET 1044 j 0201049 J2 ROOF TRUSS 2 1 nal TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 3-0-0 3-0-0 Scale=1:9.9 J 3 I 6 oa,z T1 i l� B1 4 , 2i4= 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.04 1-2 >517 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI I (Matrix) 1st LC LL Min Udefl=240 Weight:12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=52/0-1-8,2=210/0-3-8,4=28/0-1-8 Max Horz 2=139(load case 4) Max Uplift3=-50(load case 2),2=-188(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=33,2-3=-47 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI 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)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 50 Ib uplift at joint 3 and 188 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply STOCKS STREET 1044 !0201049 J3 ROOFTRUSS 2 1 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 1-0-0 1-0-0 Scale=1:U 3 1 S.Oo12 IZ B1 I T1 l 4 i Z,4= 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 0.16 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.02 1-2 >932 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:6 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=-32/0-1-8,2=170/0-3-8,4=10/0-1-8 Max Horz 2=87(load case 4) Max Uplift3=-32(load case 1),2=-226(load case 4) Max Grav3=88(load case 3),2=170(load case 1),4=10(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=32,2-3=-41 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 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/SBCCI 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)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 lb uplift at joint 3 and 226 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply STOCKS STREET 1044 i 10201049 J4 ROOF TRUSS 17 1 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 7-0-0 700 9 Scale=1.18.2 Il 6.00 rff 1 2 31 i 1 d 1 2x4= 7-0-0 Plate Offsets(X Y): 12:0-0-0 0-0-Oj LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase1.25 TC 0.45 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) 0.16 1-2 >114 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:24 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(lb/size) 3=174/0-1-8,2=344/0-3-8,4=6810-1-8 Max Horz2=245(load case 4) Max Uplift3=-181(load case 2),2=-203(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=33,2-3=63 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 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/SBCCI 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)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 181 Ib uplift at joint 3 and 203 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply STOCKS STREET 1044 0201049 T1 ROOF TRUSS 1 2 o tin— TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. - 7-0-0 25-0-0 32-0-0 7-0-0 18-0-0 7-0-0 Scale=1,56.5 4x6= x4 II 3x 28= 2z4 11 4.8= 4 5 6 7 8 72 6.00 12 3x4 W4 W4 I W4N,4 3x4 3 g W2 W2 d 2 1 18 17 ig 20 18 21 22 15 23 24 14 25 26 13 10 12 BA= 3x4= 3x8= 2x4 II 7x83z4= 8x8 11;x;'" = = 3x6= 3x6 3.00 12 4-3-8 27-8-8 32-0-0 Plate Offsets(X Y): L2:0-3-14,0-0-3],f4:0-5-8,0-2-4),[8:0-5-8,0-2-4],19:0-g-0,0-0-0] [10:0-3-14 0-0-3] [12:0-0-0,0-0-0] [14:0-4-0,0-4-8] _ LOADING(psO SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.48 15 >788 M1120 249/190 TCDL 7.0 Lumber increase 1.25 BC 0.41 Vert(TL) -0.50 15 >758 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.22 10 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:368 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-11-13 oc purlins. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 8-10-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(ib/size) 2=2167/0-3-8,10=2062/0-3-8 Max Horz2=78(load case 3) Max Uplift2=-1421(load case 4),1 0=-1421(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-7207,3-4=5768,4-5=-6620,5-6=-6620,6-7=-6369,7-8=-6369,8-9=-5426,9-10=-6823,10-11=35 BOT CHORD 2-18=6501,17-18=6214,17-19=5251,19-20=5251,16-20=5251,16-21=7079,21-22=7079,15-22=7079,15-23=7079, 23-24=7079,14-24=7079,14-25=4934,25-26=4934,13-26=4934,12-13=5878,10-12=6153 WEBS 3-18=1073,3-17=-1150,4-17=1550,4-16=1555,5-16=-201,6-16=-526,6-15=393,6-14=-B14,7-14=-203,8-14=1631, 8-13=1365,9-13=-1117,9-12=1034 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 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/SBCCI 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)Provide adequate drainage to prevent water ponding. 4)Bearing atjoint(s)2,10 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 1421 Ib uplift at joint 2 and 1421 Ib uplift at joint 10. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)2-ply truss to be connected together with 10d Common(.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 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 8)Special hanger(s)or connection(s)required to support concentrated load(s)429.51b down and 347.71b up at 7-0-0,177.41b down and 106.9lb up at 9-0-12,177.41b down and 106.9lb up at 11-0-12,349.21b down and 347.71b up at 25-0-0,97.1 Ib down and 106.91b up at 13-0-12,97.1 lb down and 106.91b up at 15-0-12,97.1lb down and 106.91b up at 16-11-4,97.1 Ib down and 106.91b up at 18-11-4,and 97.1 lb down and 106.91b up at 20-11-4,and 97.1 lb down and 106.91b up at 22-11-4 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=-54.0,4-8=-54.0,8-11=-54.0,2-18=-20.0,12-18=-20.0,10-12=-20.0 Continued on page 2 ,Job Truss Truss Type Qty ply STOCKS STREET 1044 0201049 Ti ROOF TRUSS 1 2 o trona{ TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. LOAD CASE(S) Standard Concentrated Loads(Ib) Job Truss Truss Type City Ply STOCKS STREET 1044 0201049 T14 ROOF TRUSS 1 Z o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 7-0-0 25-0-0 32-0-0 7-0-0 18-0-0 7-0-0 Sale=1:56.5 4x8= 2x4 I I30= 3x4= 5x5= 4 17 18 5 19 20 6 21 22 7 23 8 6.00 F12 3x4 i 3 W4 W5 W2 d We 2 6x12 1 8 594 7x8- 3x4= lois l� 4x8; 13 24 25 12 26 27 28 29 11 3x6 3.00 12 214 H 3x12= 3x4= 4-3-8 12-2-4 32-0-0 Plate Offsets(X Y): [4:0-5 12 0-2 4] [8:0-2-8,0-2-4],[9:0-2-10 0-1-8] [120-1-12,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.58 14-15 >656 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -0.56 14-15 >684 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) -0.25 9 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:324 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-15 oc purlins. BOT CHORD 2 X 4 SYP No-2D BOT CHORD Rigid ceiling directly applied or 5 7-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=2613/0-3-6,9=2528/0-3-8 Max Horz 2=-79(load case 2) Max Uplift2=-1 941(load case 4),9=-1791(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-9016,3-4=-6883,4-17=-8007,17-18=-8007,5-18=-8007,5-19=-7837,19-20=-7837,6-20=-7837,6-21=-6132 BOT CHORD 21-22=-6132,7-22=-6132,7-23=-4390,8-23=-4390,8-9=-4944,9-10=33 26-27=5507,27-28=5507,28-29=5507,11-29=5507,9-11=4319 WEBS 3-16=1831,3-15=-1636,4-15=976,4-14=1955,12-14=5618,6-14=2006,6-12=-1576,7-12=813,7-11=-1475,8-11=1720 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead toad and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 It by 24 It with exposure C ASCE 7-93 per SBC/SBCCI 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)Provide adequate drainage to prevent water ponding. 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1941 Ib uplift at joint 2 and 1791 Ib uplift at joint 9. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)2-ply truss to be connected together with 10d Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-6-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 8)Special hanger(s)or connection(s)required to support concentrated load(s)802.1 lb down and 715.0Ib up at 7-0-0,118.41b down and 178.71b up at 9-0-12,118.41b down and 178.71b up at 11-0-12,117.51b down and 176.81b up at 13-0-12,117.51b down and 176.81b up at 15-0-12, 117.51b down and 176.81b up at 16-11-4,117.5Ib down and 176.81b up at 18-11-4,117.5]b down and 176.81b up at 20-11-4,and 117.51b down and 176.8Ib up at 22-11-4,and 117.51b down and 176.81b up at 25-0-0 on top chord,and 47.1Ib down at 13-0-12,47.1lb down at 15-0-12,47.1lb down at 16-11-4,47.1lb down at 18-11-4,47.1lb down at 20-11-4,and 47.1lb down at 22-11-4,and 483.81b down and 331.5Ib up at 24-11-4 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S) Standard Except: Continued on page 2 Job Truss Truss Type Qty Ply STOCKS STREET 1044 0201049 T14 ROOF TRUSS 1 2 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. LOAD CASE(S) Standard Except: 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54.0,4-8=-54.0,8-10=-54.0,2-16=-20.0,14-16=-20.0,9-13=-20.0 Concentrated Loads(lb) Vert:4=-802.1 6=-117.5 7=-117.5 11=-483.8 17=-118.4 18=-118.4 19=-117.5 20=-117.5 21=-117.5 22=-117.5 23=-117.5 24=47.1 25=-47.1 26=-47.1 27=-47.1 28=-47.1 29=-47.1 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=60.9,2-4=24.5,4-8=43.0,8-9=43.0,9-10=79.4,2-16=-10.0,14-16=-10.0,9-13=-10.0 Horz:1-2=-70.9,2-4=-34.5,8-9=53.0,9-10=89.4 Drag:4-5=-0.1,7-8=0.1 Concentrated Loads(lb) Vert:4=715.0 8=176.8 7=176.8 11=331.5 17=178.7 18=178.7 19=176.8 20=176.8 21=176.8 22=176.8 23=176.8 24=-33.5 25=-33.5 26=-33.5 27=-33.5 28=-33.5 29=-33.5 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=79.4,2-4=43,0,4-8=43.0,8-9=24.5,9-10=60.9,2-16=-10.0,14-16=-10.0,9-13=-10.0 Horz:1-2=-89.4,2-4=-53.0,8-9=34.5,9-10=70.9 Drag:4-5=-0.1,7-8=0.1 Concentrated Loads(lb) Vert:4=715.0 8=176.8 7=176.8 11=331.5 17=178.7 18=178.7 19=176.8 20=176.8 21=176.8 22=176.8 23=176.8 24=-33.5 25=-33.5 26=-33.5 27=-33.5 28=-33.5 29=-33.5 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=79.4,2-4=43.0,4-8=43.0,8-9=43.0,9-10=79.4,2-16=-10.0,14-16=-10.0,9-13=-10.0 Horz:1-2=-89.4,2-4=-53.0,8-9=53.0,9-10=89.4 Drag:4-5=-0.1,7-8=0.1 Concentrated Loads(lb) Vert:4=715.0 8=176.8 7=176.8 11=331.5 17=178.7 18=178.7 19=176.8 20=176.8 21=176.8 22=176.8 23=176.8 24=-33.5 25=-33.5 26=-33.5 27=-33.5 28=-33.5 29=-33.5 Job Truss Truss Type Qty Ply STOCKS STREET 1044 0201049 T2 ROOF TRUSS 1 1 • � � o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 9-0-0 23-0-0 32-0-0 9-0-0 14-0-0 9-0-0 Scale=156.5 4x8= 2.4 11 48= 4 5 6 R 6.00 ri2 3.4 W4 IW4 3x4 3 7 d W2 W2 2 14 13 72 11 10 8 '¢ 5x6= 3x4= 3x8= 5x5= 5x6 3.8 31 1 3x8 3 DO 12 4-3-8 27-8-8 32-0-0 Plate Offsets(X Y): 4:0-5-8,0-2-q,[6:D-5-8,0-2-4] [7-.0-0-0,0-0-0] [10 0-0.0 0-0 0] [11:0-2-8,0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) 0.34 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.52 11-12 >736 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.31 8 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight:157 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-4-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1257/0-3-8,8=1257/0-3-8 Max Horz2=-96(load case 2) Max Uplift2=-646(load case 4),8=-646(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4056,3-4=-2343,4-5=-2616,5-6=-2616,6-7=-2343,7-8=-4056,8-9=16 BOT CHORD 2-14=3689,13-14=3465,12-13=2114,11-12=2114,10-11=3465,8-10=3689 WEBS 3-14=991,3-13=-1418,4-13=482,4-12=563,5-12=-372,6-12=563,6-11=482,7-11=-1418,7-10=991 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 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/SBCCI 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)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,8 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 646 Ib uplift at joint 2 and 646 Ib uplift at joint 8. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type I Qty Ply STOCKS STREET 1044 10201049 JT3 ROOF TRUSS 1 1 o tions TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 11-0-0 21-0-0 32-0-0 11-0-0 10-0-0 11-0-0 Scale=1.56.5 5x5= 3x4= 5x5= 4 5 6 6.00 W4 W4 U43 3x4 3 133 g to b 212 11 10 8 la 13 O 1 5x6= 4.8= 5x8= 5x6= 3x8: 3.8= 3.00 12 4-3_8 27-8-8 32-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.30 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.64 11-12 >593 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.33 8 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl=240 Weight:158 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-12,7-11 REACTIONS(Ib/size) 2=1257/0-3-8,8=125710-3-8 Max Horz 2=-1 15(load case 2) Max Uplift2=-646(load case 4),8=-646(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4056,3-4=-2047,4-5=-1849,5-6=-1857,6-7=-2034,7-8=-4056,8-9=16 BOT CHORD 2-13=3669,12-13=3462,11-12=1991,10-11=3462,8-10=3689 WEBS 3-13=1011,3-12=-1661,4-12=602,5-12=-195,5-11=-187,6-11=597,7-11=-1671,7-10=1012 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI 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)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,8 considers parallel to grain value using ANSIITPI 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 646 Ib uplift at joint 2 and 646 Ib uplift at joint 8. 6)This truss has been designed for both TPI-85 and ANSIITPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply STOCKS STREET 1044 0201049 T4 ROOF TRUSS 1 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 13-0-0 1 19-0-0 32-0-0 13-0-0 6-0-0 13-0-0 Scale=156.5 4xB= 5x5= 5 6 4x5 4x5 6.00 F12 4 ' WS V�' 7 1 2x4 I I d W! ws 2x4 11 8 3 8 Mid 2 14 13 12 11 101o 1 5x12= 30= 5xB= 5x12= 3xB; 3x8 3.00 12 4-3-8 27-8-8 32-0-0 Plate Offsets(X,Y): [5:0-5-8,0-2-4],[6:0-2-8,0-2-4].[12:0-4-0,0-370] _ LOADING(psf) SPACING 2-0-0CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.30 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.56 13-14 >675 BCLL 0.0 Rep Stress Incr YES I WB 0.60 Horz(TL) 0.30 9 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl=240 Weight:166 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 3-0-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1257/0-3-8,9=1257/0-3-8 Max Horz 2=-1 34(load case 2) Max Uplift2=-646(load case 4),9=-646(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4056,3-4=-4017,4-5=-1795,5-6=-1618,6-7=-1797,7-8=-4017,8-9=-4056,9-10=16 BOT CHORD 2-14=3689,13-14=2112,12-13=1618,11-12=2112,9-11=3689 WEBS 3-14=-118,4-14=1869,4-13=-635,5-13=527,5-12=-0,6-12=527,7-12=-634,7-11=1869,8-11=-118 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 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/SBCCI 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)Provide adequate drainage to prevent water ponding. 4)Bearing atjoint(s)2,9 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 646 Ib uplift at joint 2 and 646 Ib uplift at joint 9. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard �0201 Truss Truss Type Qty Ply STOCKS STREET 1044 049 TS ROOF TRUSS r 1 1 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 15-0-0 17-0-0 32-0-0 15-0-0 2-0-0 15-0-0 Scale=1-.55.9 5x5= 5x5= 6.00-12 5 6 4 W 5x5 5x5 4 W3 W5 7 2.4= 2x4 x 3 W1 12 W7 8 4x12= 11 1' 13 3.00 12 5x6 r -I 5x6 9 2 10, 3xg s 3x8 16-0-0 32-0-0 Plate Offsets(X Y): 14:0-2-8,0-3-0],15:0-2-8,0-1-41,16:0-2-8,0-2-4,[7:0-2-0,0-3-0 11:0-1-4,0-3-41,[12:0-6-0,0-2-4],[13:0-2-4,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) 0.41 12 >930 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.67 12-13 >569 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.46 9 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min Well=240 Weight:153 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1257/0-3-8,9=1257/0-3-8 Max Horz2=-152(load case 2) Max Uplift2=-646(load case 4),9=-646(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-3863,3-4=-3565,4-5=-2573,5-6=-2565,6-7=-2574,7-8=-3565,8-9=-3869,9-10=16 BOT CHORD 2-13=3523,12-13=3137,11-12=3158,9-11=3527 WEBS 3-13=-236,4-13=340,4-12=-754,5-12=996,6-12=993,7-12=-772,7-11=320,8-11=-238 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 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/SBCCI 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)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,9 considers parallel to grain value using ANSUfPI 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 646 Ib uplift at joint 2 and 646 Ib uplift at joint 9. 6)This truss has been designed for both TPI-85 and ANSIrfPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply STOCKS STREET 1044 0201049 T6 ROOF TRUSS 6 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 16-0-0 32-0-0 16-0-0 16-0-0 Sale=1.55.8 4x4= 6.00 F12 5 5x5 5x5 4 6 W3 W3 2x4; 2x4= 7 3 W1 W1 5x8= I� 1210 5x6= 3.00112 5x8 r 8 2 3x8; 3x8 16-0-0 + 32.0.0 Plate Offsets(X Y): [4'0-2-8 0-3-0] [6:0-2-8,G-3-0],[10:0-3-0,0-3-0] [12:0-3-0,0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(LL) 0.42 11 >914 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.67 11-12 >566 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.46 8 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deFl=240 Weight:149 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 2-9-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1257/0-3-8,8=1257/0-3-8 Max Horz 2=-161(load case 2) Max Uplift2=-646(load case 4),8=-646(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-3850,3-4=-3506,4-5=-2532,5-6=2532,6-7=-3506,7-8=-3850,8-9=16 BOT CHORD 2-12=3512,11-12=2983,10-11=2983,8-10=3512 WEBS 3-12=-280,4-12=429,4-11=-660,5-11=1993,6-11=-660,6-10=429,7-10=-280 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 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/SBCCI 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)Bearing at joint(s)2,8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 646 Ib uplift at joint 2 and 646 Ib uplift at joint 8. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply STOCKS STREET 1044 0201049 T7 ROOF TRUSS 3 1 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 16-0-0 32-0-0 16-0-0 16-0-0 Sale=1:55.8 4x4= 5 3x4 G 4x6 4 6 &0072 W3 W5 2,411 2x4 2 3 W1 13 5x6= 3x6 Q W g v I� 14 3x4 5x12 g 2 10]F1 1 3,00172 d 3x4= 3x5 11 3x5- 16-0-0 25-8-8 32-0-0 Plate Offsets(X Y)' [2'0-2-7 0-1-81 [3'0-0-D 0-0-0] [4'0-0-0 0-0-0] [5:0-0-0 0-0 0] [6:0-0-0,0-0-0] 7:0-0-0.0-0-0.[8:0-0-0 0-0-0] [9'o-ao 0-0-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.21 9 >347 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.59 12-13 >521 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.15 11 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl=240 Weight:160 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 3-7-1 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 4-11-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-12 REACTIONS(Ib/size) 2=962/0-3-8,11=1554/0-3-8 Max Horz2=-162(load case 2) Max Uplift2=461(load case 4),11=-1117(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-2647,3-4=-2299,4-5=-1261,5-6=-1261,6-7=1294,7-8=1294,8-9=494,9-10=16 BOT CHORD 2-14=2414,13-14=1829,12-13=746,11-12=-1747,7-12=-213,9-11=-439 WEBS 3-14=-299,4-14=479,4-13=-678,5-13=860,6-13=427,6-12=-2436,8-12=-1159,8-11=508 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI 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)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. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 461 Ib uplift at joint 2 and 1117 Ib uplift at joint 11. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply !STOCKS STREET 1044 0201049 T8 ROOF TRUSS 3 1 _ (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 16-0-0 32-0-0 16-0-0 16-0-0 Scale=1.55.9 04= 5 46 3x4 i 6 6.00 FU 4 YY3 W5 2x4 II 7 5.6% 13 W1 5x8= 3 3x8 e 14 4x4 2 = 3.0012 1 35x12 9 I 1 96 10$1 3x4� 3x4 16 11 3x4 II 3x8= 4-3-8 16-0-0 �_ 25-8-8 32-0-0 Plate Offsets(X Y): [2:0-2-10,0-1-8],[9:0-2-10,0-1-8] LOADING(psf) SPACING 2-0-0 CSI - EFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.23 9 >327 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.88 Vert(TL) 0.20 9 >365 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.15 11 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:165 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-12 REACTIONS(Ib/size) 16=1143/0-3-8,11=1376/0-3-8 Max Horz 16=-161(load case 2) Max Upliftl6=-755(load case 4),11=-1014(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=32,2-3=533,3-4=-1081,4-5=-907,5-6=-888,6-7=1112,7-8=1216,8-9=507,9-10=32 BOT CHORD 2-16=-411,15-16=-1129,3-15=-902,14-15=-599,13-14=944,12-13=510,11-12=-1513,7-12=-295,9-11=-408 WEBS 3-14=1462,4-14=-203,4-13=-153,5-13=442,6-13=289,6-12=-1843,8-12=-986,8-11=391 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 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/SBCCI [fend 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 755 Ib uplift at joint 16 and 1014 lb uplift at joint 11. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard I Job Truss Truss Type Qty Ply STOCKS STREET 1044 0201049 T9 ROOF TRUSS 8 1 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 16-0-0 32-0-0 16-0-0 16-0-0 Scale=155.9 Sx8= fi 2x4 II 5 3x4 7 6.00 12 4x4 W 4 3x4 2x4 V,3 3 w7 8 3 W9 X4/1 2 16 6.12 8 j4 a1 5x12= 10.d 3x8 14 13 12 11 3x5 3.00 V2 2x4 I1 08= 3.4— 2x4 I I 4-3-8 12-2-4 32-0-0 Plate Offsets(X,Y): [2:0-3-15 0-1-8] [3:0-0-0 0-0-0] [4:0-0-0 0-0-O],[5:0-0-0 0-0-0] [7:0-0-0 0-0-0],[8:0-0-0 0-0-0] [9:0-2-10,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.24 16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.55 15-16 >692 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.19 9 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl=240 Weight:189 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-6-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1257/0-3-8,9=1257/0-3-8 Max Hoa 2=-162(load case 2) Max Uplift2=-646(load case 4),9=-646(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4050,3-4=-4008,4-5=-1890,5-6=-1890,6-7=-1293,7-8=-1702,8-9=-2097,9-10=16 BOT CHORD 2-16=3682,15-16=2185,14-15=37,5-15=-209,13-14=0,12-13=1522,11-12=1860,9-11=1860 WEBS 3-16=-105,4-16=1792,4-15=-626,13-15=1199,6-15=1156,6-13=160,7-13=-533,7-12=292,8-12=-387,8-11=107 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 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/SBCCI 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)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 646 Ib uplift at joint 2 and 646 Ib uplift at joint 9. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply STOCKS STREET 1044 0201049 VCJ2 ROOF TRUSS 3 1 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 9-10-13 9-10-13 Scale=1,19.2 4 i 30 o 3 di 4.24''i22 W2 9 T1 B2 1 65x5= 12 7 6 3x4= 2 1114 1 1 34- 1U 2.12,12 1 6-0-1 9-10-13 I-Iu-lu 9-1u-13 Plate Offsets(X,Y): [2:0-0-12,0-1-81_ LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.06 2-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.07 2-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) -0.02 6 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:40 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 4=66/Mechanical,2=466/0-1-8,6=272/Mechanical Max Horz2=253(load case 2) Max Uplift4=-45(load case 3),2=-428(load case 2),6=-231(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=30,2-9=-881,3-9=-802,3-4=44 BOT CHORD 2-10=782,10-11=785,8-11=798,8-12=742,7-12=742,6-7=0,5-6=0 WEBS 3-8=256,3-7=-787 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI 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. 3)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. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 45 Ib uplift at joint 4,428 Ib uplift at joint 2 and 231 Ib uplift at joint 6. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)Special hanger(s)or connection(s)required to support concentrated load(s)182.31b up at 4-4-0 on top chord,and 15.01b up at 1-6-1, and 15.81b down at 4-4-0,and 27.11b up at 7-1-15 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=-54.0,2-8=-20.0,5-8=-20.0 Concentrated Loads(lb) Vert:9=3.4 10=15.0 11=-15.8 12=27.1 Job Truss Truss Type Qty Ply VJ4 ROOF TRUSS 13 1 STOCKS STREET 1044 0201049 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. , 7-0-0 7-0-0 , 4 Scale=1:18.2 3x4 3 d 6.00,12 w W2 1 i B2 5.5= 6 5 3x4- q 2 } 3x4 3.00,12 i 4-3-8 7-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) 0.01 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) -0.02 2-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.01 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:30 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 4=43/Mechanical,2=344/0-3-8,5=197/Mechanical Max Horz2=243(load case 4) Max Uplift4=-56(load case 2),2=-204(load case 3),5=-97(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-462,3-4=-40 BOT CHORD 2-7=378,6-7=339,5-6=0 WEBS 3-7=175,3-6=-387 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 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/SBCCI 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. 3)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 56 Ib uplift at joint 4,204 Ib uplift at joint 2 and 97 Ib uplift at joint 5. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply STOCKS STREET 1044 0201049 VJ5 ROOF TRUSS 6 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5-0-0 5-0-0 Scale=1.13.9 3 a 6o 12 T1 B2 S 4 3x4= 131 q pp 6 6 2 3,00-12— 3x4 1 4-3-8 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20Vert(LL) n/a - n/a MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.04 1-2 >499 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS(Ib/size) 3=119/Mechanical,2=230/0-3-8,4=6/Mechanical Max Horz3=58(load case 3),2=146(load case 3),4=-26(load case 1) Max Uplift3=-85(load case 3),2=-241(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=31,2-3=48 BOT CHORD 2-5=-27,4-5=-26 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 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/SBCCI 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. 3)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 85 Ib uplift at joint 3 and 241 Ib uplift at joint 2. 5)Non Standard bearing condition. Review required. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply STOCKS STREET 1044 0201049 VJ6 ROOF TRUSS 6 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 3-0-0 3-0-0 , Scale=1:9.9 3 6.00 12 T1 T B1 4 2 d;� 3.00 12 1 3z4= 1 3-0-0 LOADING(psf) SPACING 2-0-0 i CSI DEFL in Qoc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.04 1-2 >525 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=52/Mechanical,2=210/0-3-8,4=28/Mechanical Max Horz 2=138(load case 4) Max Uplift3=-51(load case 2),2=-186(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-48 BOT CHORD 2-4=5 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 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/SBCCI 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. 3)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 51 Ib uplift at joint 3 and 186 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard C Job Truss Truss Type i Qty Ply STOCKS STREET 1044 0201049 VJ7 ROOF TRUSS 6 1 optional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 1-0-0 1-0-0 Scale=1'.6.0 i 3 IIS 6.00 12 2 1 d T1 III 54 3x4 3.00,12 1 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.15 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.02 1-2 >946 BCLL 0.0 Rep Stress Inor YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS(Ib/size) 3=-32/Mechanical,2=169/0-3-8,5=13/Mechanical Max Horz 2=85(load case 4) Max Uplift3=-32(load case 1),2=-221(load case 4) Max Grav3=83(load case 3),2=169(load case 1),5=13(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=30,2-3=-44 BOT CHORD 2-5=2,4-5=-1 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 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/SBCCI 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. 3)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. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 Ib uplift at joint 3 and 221 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard I 1 ) Z.5 tl,IGt t q Sfi-eP f- -5Cf, b AC- CATH-ts F4,cs-� � M (r' Z U � Ebi0C--4( G--- Purl P S H (.) WING TREE SURVEY OF LOT 41 TOGI_:THER WI T ', i THE NORTHERLY 1C EET OF LOT 5, BLOCK 1 99, ACCORDING TO THE ' l 0 AS RECORDED IN PLAT BOOK 18 PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CER',"i."tr,D To: KEVIN BEIM8TT C3 -<� � CD I PL6r1a T �. /� d � ' 111 S r" EE7 (50' RIGHT—OF—WA Y) i co LOT 3 BLOCK 199 00 m ( MAPLE MAPLE "\ ' 4" CHINA OAK 4" MAPLE "MILE BERRY (2)3..0)5., : 4.. �'Q A (3)4 (1)5® ® (3)3" 3"5" 6" 8"MAPLE _Q MAPLE M A 4..®P 14" MAPLE FIACKBERRY MAPLE BAY BAY N 6"OAK,. 4" Q 0®K 63110.1 / MAPL I _ It- ZL-1 0 ! SWEET ®BAY co ,- W ,—.--- LOT 4 —, UM o .;t. > QLOCK 19 - (�f o «� j O % O tci m ® o C O ®I o' -i o MAPLE CHINA m ?- a BERRY Q (2)}" Z OAK - — --- O v 4" _ ®4" l6^ K BAY SWEET Q YRTLE� 5" GUM M YR TLE ® 4" 0 Z OAK BAY 6..� L BAY 102' (R) I O U -1 O z:7LOT 5 I m —B-LOCK 199 J1�j E y�' �_ U r� GENERALPdOYN `_ -- .,,. - ---- � "D 1. BEARINGS ARE BASED ON _ n rTni inn inr — U/A -11...... i 1--�-,. ..-- .. 2 � x )� 3 SU��P� -4AX.DOOR VADTH.16':' 30 CA.CAM 5TE4 2s CA.YIN[xTER1aR 9111! �N�RWEDIATE SME OPTIONAL AZIND (5)aTILES PCR SECTION WIN.3/32�11YpC sse ./C-40 CALVANIZAT04 KI LA 10-n• d.; t;. y1. . 15-1/2' •I• 4y 54�,, B• r 14 CA BM BKT. YO' 2'Y Y'0• iC0•-+- B'0• ;: Jy STRVCSS Dr INSIDE ELEVATION v"'R C, r{ r Min .a-s/a•:=D-1n' (4 . {;sOVTNOW Yalow PWC •.. 14 CA.•CALV.37113. 14 CA.CALV.STCEL .; ATTA LG. y YpYND/LL D1D oa fTXtS _ W71L HWCES ATTACI40 .` BOLTS.AN ./. ROUIJt MWCCS ATTACHED W/(4)1/4•■3/4• ...�... +L, ?' S - W/(4)1/4'•3/4' - Noc HEAD SCRCwS PER Hwct .V.tir1�„. HCX HCAD SCRCwi AND • �� n. 7/14•DIA.• • LAC Dais PCA WNCL (.\7 r :• SOLI RCTAINCR • �`, ZBR! )2,1.7 if. • OTIOU 10 CA.CALV.STEEL ATTACI C .., t'i 20 CA.CALV. 7 BALL STCEL ROLLCRS WTCAWEDIATL STEEL ((1H)CIa •1. � Y NTA END STILE W/r RM=Ms .. 1 � L TYP. ROLLER HINGE' SI TYP. HING CONNECTION Sl � �= 2 4 +u rx11�r}}tit�1• SECTi9N A-A SIDE wZ, �/� �� 0 CA.CALK STEEL ,4,ITiy 5- /4• STOP Lf SEAL s-OITNEANZYEt1Cw INC Tn• ++D sT'� 1YQ011 ,IAUR ATTACNIIENT T(1 f1R11 "' :.... - A ! 1 PN TASTCST-W1,L AND ...: ): s.4-.t(.n7 rv. . (SUPPLIED BY INSTALLER)' DEtiWD ALL END STRLS - RATED DR 00 4 )•.}. +, r .,tt,:41 20 CA.CALV.STEEL - .. WPN PCAK WST NNO SPCED " 114 WTLRWCDIATS STILL t�� �. - 4/14'11 Y 3./i fow.s 41Mn.c 4'Frw W W 1W4 l5-• t ' ((1)1 i/�6' 1-S//��' _ MffiiLll■.r 4at,ih�••t'n�.w 1..11 4•trw OCc twI►; G 3oLT ATTAC14C0 TO 4AWa • AT.,A.4"WA VJZKL7 .' �J1 MLl auK wov.iK i i-7/.•nMM1q r nw Qc rrw^r 117 tD 14..0 3K 11 4'mm�4 r F•w Da 1 13 CL•a&.'JAMB BRACKET 2'Cu16 STEEL TRACK 75-6'DIA.---/// .:. d CLT RCTAINCR ftQnru 1.1.•1n. Lm e_n•.�.. ATTACHED W 1 1 4'-ZO TRACK 1WCKHCSs.043• =1)PER ROLlLA i 1, ma w cm wont 3K 11 3-3/4'nulnle r HK1t W ` ; TRl.CIC fPLTC=iDLT k wul .1 DY/I14IL1 I.M.1/1.3 7-3 nun..a rnw Do.; 14 CA.cALv.a i•• 14 CA.CALV.ST[ RrllaW HI r[ES ATTACHED ! 1 X S SOUTNERN YOIOW PW[ t• cts+aac LY M.xq a1»'PC •`.•k, M1R HWCLS ATTACNCD W I { E3 {' (N0.Y OR BCTTER) -.AC4 AQ 40.711 cm K ommlu t.K A F•Pac A rim L W/(4 1 4'c 3/4 /NEXIICA6fCREwS PIR WNCC !W PCR HWCE4 ..}� YwAAAr"Or WA rwlt Ir anon TRACK N1OUNTIN ,"DETAIL 411_. 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Yy. �rd1 i 'w J ..4. t I >s r rr+�•ra t', 1 A A v k/t..✓ 1 ) tit(t 1 , x r.. ,. 1 0�V�S' �VI'� y W. i �4 t'i 1• :; .. ... t r{•r 24,4 t,V,� GLAZ N OPT10NRfe OSS�S��]ON ' 'A cF .,�' T �'�' •i i + '�irrl) r t �r+It .,.1„ ALNH i�N V1 'W.7N�ORNBRrS C+ON •'L y'T�B �� s F4• 1CST Na see-Sao-Oil ON OC70BCR T7,1623 WttA10ta CLASS YANGOwS IN DOOR BONO USED. THE TEST PRESSURCS WCRC+40.4 PSr AND-14.7 PSr. 611 IS CA.VIN EXTERIOR 7101 COMPARISON.EIGHT(0)15'X 10-1/2•CUSS YAHDOWS MAY BC NSTAU2D N S,CA. CAIVANIOR SK :. TOP SECTION OF THE 16•X r ANO is,X r MODEL 600 AND MODEL 630 DOORi tT t li pN✓ rc't!.". r1D •ti... - t 'Owr9rrom6 VANDOW ntAME c ! '•', �N .-r1 Y -T T2 tiA.CALK CCN.TOP ROLLOI DRACKET N17M W PROTECTION OPTIONAL Dave NS[Rn ,313riMCK SSI*Ass , y+t,' tr,; iy R �+«•' �i ATTACHED W/(2T RACKET 5/16';T SJ4•;:,: .t""m r-. J WK VV PROTECTION 'Ei ♦1 EAG BOLTS VER A • r } a ( .t y,�,0 „7' r ,•.{ .ADJVSTADLE SLIDE BRACKET ATTACHED w/(1)TJti•a T12•BOLT t NUT PCR BRACKET r••1;, ,1 .",-.r'� , .i♦ A A Jr MJ A STR 3' 20 CA. UT) . .�. '•+. --FS r'+'- ATTACHCO W/(2 6/16'■1 JJ4 r4sh1 } .: t .(;i• a .. UO an PFrI l�NNqq STILE r•,kH k 10 X 7 { ixV •' MOLDED N40C!RAMC ''! Fr; r• f .•:Y .J,t''�Te :`.,t AND�2 1 t ■3/4 HEX MCAD )PO / t wi 4 AN MCAD$CREw6 d z(qr SORE A [ACH WTERMEDIATE STILL t AT EACH NSNt)O•N FMt6E ZYELLO ,1 I 1 c SW7NCRN YELLOW PINE )"• i '" �' SPLICE TRACKS AT THIS LOCATION ;:1• > r Ba1Wo ALL CND s7XEs w/(4)5/r-to TRACK sPucc ears t 1RiTS x �� Y - 14 OA.CALK STEEI. � ' ,'�! L _, u0 iOlTtsO�e WtTH(J)5/116•W6 P T-S/6 y 4i r ROLLER HwGc AnACHW t�� - '_ 9 HEX HEAD SCREWS AND _ O w(21 5116'■t 3/4 71 ' ' I 4. BJf6 CIA.X t-S//'LAO/OLT ++ 4 t :�k rs• .�0 BOLTS PER ROLLER"CC T.t �;�,,, 1,.. 'rr A7 EACH JUAI BRACKET °•" �� • syp�At1N0 a .k � C r 117. 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LAO BOLfJ,.... •{� ✓JTRACK CONFIWRATON FOR 6.6'LIP TO e•TALL DOORS ,yr,r�' y'h; S1 f ' .•.CONE ALAN.EXTRUSION �,"y�P'� rrr.JANS)RACKET LDCATTONS WAK gZF+..� -t, ' . w/CONT.NNri ASTRAGAL A D C S 16 K/ i. •�,r�,:llr..... y ;: 5 1 Ec�. 7 O' 4' S-112` 42 D• CSICN LOADS .� •.. �.T? O ) 24.3 PSF 7-6• 4 11 4 B {26.3 PSP __��CSj,•. •,fr•�. rYyrar ;lt W A.I8 0' 4 11/2• 3 S7• 75A ' +J0 3 PSr L.Y Tr`•?tTD� I TESL LOADS'i� E6 7• L rr-L S 3A I;. IL st r rNMNa IAUA fLTTACH�IFNT TO C1R ICIliRF RATED FOR 100 MPH FASTEST MtE ANO t+^n.KtelOAtva AW R6RB ) s ry ti- ' r L �'• i'• r rte-T Q '"r {; 124 UPII PEAK GUST YANG SPEED - SL r a ( i t DOOM AND IMA"ARC WA K atso m MA AMAONR{D �j: t• t7 Pt • t' Me NSTA11D Mw Sl"MO6 At KT raw W PASHA �•l'•� i E Y { }1 ( r�V �`/S,r'x{�Y'•'r... r-.--,... a.DWR 6ccl,c•�t iWu x 23 0r.tmv-•)5 Vµ Roti rm.CD �i `'�'•••...•'•, ,'' '+T �i ,t[ " V r•xM ..ltp(Lte xem�,.++xr+•r. 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PANE W.0 Wm Or 100 WN(IAS1c3r-YILLT ffP1V WTCT TAPCG.STS 11-3/4'STAN"Y!RW Oft MIC PARE Or ; t boa CM K NtTAUJ2i ww t/ttT Or OoORt tOtN , a• Y .DW P6K rAStD,gi U'NMT)At 16'4.0 SL1 NS"M Oct 31RN .., ..,..'... 163 CARRIACC COURT MNSTOM-SALEM NC• T710S q.. IF YCAN Roar Mon AT ANT x me' w Ne 6aTs cm PC oaRTTT aA+ m IYrOVOC A null 1RXMRr 0 iAVAq. o VA roam or to MODEL /800 STUTFORD ,A ' -"U AAA1ON W-am Km m 9Roa t 00'o91A[RATTNO a a MODEL /956 HERITAGE R T ma 01ST 1M P®a 111 YM'RTN t REC Or W"W6111MYOC M Da[SIRP DO'OM+Rt 6 70'a ILif M(All 010/l wT SIZE OR&W BY AAE I DATE 07/27/96 DRAWHO 10.i1TeO1 PR 1K 190 AN)AKt 7-N Pia' -r 8 E=Cl/Y AAE DATE 04/23/921t-- T ' r .`Wti ., r i -�"� ss-> .�y�� +g•+21r!.` .- "- .3 ;4�tC•-s^' i-�lr .+ � t:',xcY. .,:{-a..:�.q .j.. .k ' 7•E -.4u 1.,. w - ��s>• �� 4x_��'.•at! r�".�' A t- x�"r}` -h --••rte-te•..3� .. v--4-'*i '�i.. , A. t' ^4- •i � �.w �' ' 'SHINASftE'p'D"" " "'+•INSTAE LATIONANCHOR `i`DOOR'WIDTH -1/4'=MAX.='SHIM SPACE',, L4' 'W ;INSTAL�ATION ANCHOR 1`tfflt}ack CSEE'NQTES) sr' fF8 SCREW �ti ! r I ry :a �.w: l-1/8"NLN !jTY 07HERS;�D.,,., g M' CREV .. CAULK:BETWEEN L �:�: r`7 i-1 i _ EMBEDMENT i.f !. N. t'�:is r'� 7 . rgtY�y! DOOR FLANGE aN 3 r s.n TWO BY-WOOD.Jr7T2''?"f_SLIDINGiGLASS,-. woo.:" J`-.-'.� i i-- t'. •�— 7W0 BY WOOD ' 1 ,S:SHEATF{ING�'I'i. � ''iBY OTFIERS; :CT•,u Z`:,n-DOORFRAME; Et,P F. s ,irI7�f�� I I Z t,. �ie_ T } ,!,7 .F BY OTHERS -..,� rsa.,✓-.y+{, .g,.s.-"_ a,•�3- C:- -'°jr1`.' - '.r"•T y- =.':1. :1AMB-... - _ .yio . .! �. -;..«- r _� •` oz.s. ; f f L ,mac.. i 1 �� t T _�: x i r .s 3 - e .3 i CAULK BET WEEN STRIP S } 2� f tai .-i•:'.� i.> K, ..r l" .1.._._ "!� i ". .- ":'.' "%� '• � - + SHEATHING 1/4' MAX. SLIDING GLASS DO SHIN SPACE i ' OR HOOK STRIP . - � SHIM AS REa'D ' (SEE-NOTES) - - 1-1/8• MIN. EMBEDMENT.., , ` INSTALLATION ANCHOR EHHEDM EN7 ~ 08 SCREW SLIDING GLASS TEMPERED GLASS -DOOR FRAME (TYP.) CAULK BETWEEN HEAD _ _ DOOR FLANGE SHEATHING .SHEATHING i-.-. BY;07HERS xij, TEMPERED=GLASS(TYf 3 TEMPERED- _ Y i _0 xGLASSriCTYP3 Et-PERIMETER '� S z' T SNEATH7NG i SLIDTNG'GLASS DCIpR xs STUCCO:OR,SIDINtGN` tst;R z s t :; a CAULK-BY, >::: -==I -BY OTHERS-- INTERLOCK r+.. .'s�:b. ^a x.: 3? •^x s :x ''i. '`-i?:--• R•s'!: •` ABY OTHERS s+t i' x fs, .OTHERS �S S STUCCO` }s T y. a~c r `DOOR i w. r .ti i ice '. C OR SIDING a : I X,-: HEIGHT _ _ ,r BY=�THERS= z��+ HOOK STRIP DETAIL', ! .i SECTION`BB' ` ,t t a_ - 1 , �.. -:lid{ Sa_^ �'�- G /•.- 4�t CJ S- 'd.s. y.'• ,�' '�� .�T"y...xc t'^.' "1. ,.,.r; •-I: r .a a :,t*,[ .3•.. i::�2_t'<-{{ S G .:fir_ `i` .,tea TY R i 1):•D[IOR MATERIALr ALUM MDN ALLOY e _ } p _ _.y�NB INSTALLATIONSCREVS•MUST XE"" OF'-STF}7LIF7JT-LEl�1'.TH TO ACHIEVE NX I (T •` ' - -' -ms µ•-~s a(IF 1-1/8' INTO VOOD.TAPCOM TYPE INSTALLATIM ANCHORS.AT SILL MUST BE OP- r S.T. +• -i:' .-:_ p SUFFICIENT LENGTH TO ACHIEVE MIN.EMBEDMFJIT OF I-L/4*SNTO MASONRY OR CONCRETE ,x = 3) INSTALLATION ANCHOR CHART ON BACK CIFTHIS SHEET. �EIZEII ACRYLIC CAULK BEHIND Ik1l FIANCE AT HEAD L'JAMM I W: USE SILICOIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERN! DOOR' 6):IF EXACT PIYIR SIZE IS MQT LISTED IN ANCFIpR CHART,USE AM]i0R QUANTITY LISTED V1TN NEXT LARGER SIZE,FOR THE APPROPRIATE DESIGN PRESSURE REM �. 7) FOR POCKET DOOR-SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TTI FD42CD OPENING. PLACE INSTALLATION AMCM7RS, IN FRONT OF HOOK STRIP AS SHOVM. 8) .GLASS TKOCKNESS MAY VARY PER REQUIREMENTS OF ASTH E1300 GLASS CHARTS. B B 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLC GLAZED OR INSULATING GLASS. v 10) JAMB /SILL CORNERS ARE TO BE SEALED-VITH A SNAIL JOINT SEAN SEALER 0 SHIM AS REM AT CA.SET OF INSTALLATION ANCHORS. MAX•ALLOVABLE SwN STACK TO BE 1/4'. 12) ALL INSTALLATION ANCHORS MUST•BE MADE Qc CORROSION RESISTANT MATERIALS. _ ...A - 13) VHERE'IC REPRESENTS MOVING PANEL AND'O' REPRESENTS FIXED PANEL APPROVED '�/-�••�•cp` [� `, ^� CONFIGURATIONS ARE AS LISTC]>iON ANCHOR CHART ON BACK OF THIS SHEET. EXTERIOR'GItIQf�. E�E V A f I❑N :. I4)- NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOVN ON THIS DRAVING,HOVEVER INSTALLATION . c:EMBEDMENT . SECTIONS•A-A•,'B-B' a/OOHC STRIP DETAIL APPLY SO 2HSTAILATIIR! ALL,APPROVED a.i ii,� �`t»t Y y{i' .Fr? Vit. a A ,':;';1-1/4• MIN.......BUILDING P !'``RR--__ ` CONFIGURATIONS '". .. . UlJtf SHOWN IS) FLORIDA EXTRUDERS f000.SERIES SLIDING GLASS:DDDR IS SNow THIS PRINT ALSO.APPA= TO o p REYII;�TI�x PoW SERIES AND 500 SERIES. 0. CODE COMPLIANCE MPLY KEEP THIS PLAN 014 JOB �R SILL IN BED INSTALLATION ANCHOR APR 2 5 2002 - 3/16' DIA. TAPCON EXTRUDERS StCTION A-A 7 Building oninginsiv-Jax..FL. FLORIDA INT. INC. SANFORD FL. • �pti TITLE:SLIDING GLASS DDDR 500,1000 & 2000 E;.-icer s ,+�r, INSTALLATIGN. WITH.#8.SCREWS t BCsCHAPTER-17•SECTIOhIS:1707.4.4.11FOR1-Lamer . rr;Xx{ y1=a `w :- rt ' 1`REMENTS:AND 1707.4.2'FOR"MASONRY: ';, ,F h,�oa .1= DRAWN BY.-BB APPSUVED J3Y::�?� SER STRU�URAL_;,SUBSTRATES;:MARCH IF-002 , 1 Ma'tcass �r�" .:.:....._..h 9-'tF.iTlrrC'jlnlR i7 c•rbi r'c'Y.>•^f.x :��, - _ A•I'C« '1?/t7/M SCATF .i•e xc� Ir..•v.rn�.+.. � Y - .^--..h•• ..°;T--t :j rr •�- -.-r.. _,,."_ C :1.:•.�s X3. :54 L s.: J. .•4 ..•.,,e: c _-. r -' - - - -. .' r-r..» - - •.. ._-. - yf:inyi'ir.,t,, ci""r-;A,w•?--4 �,';�„ i+f'•+♦ ,C. .".w . '^ , �a�l�.''A:.e'4��:i�1r. ..ICa+. 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