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Permit 1115 Main St (vault) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E 0 F 0 C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 5/28/03 Parcel Number . . . . . - Property Address . . . 1115 MAIN ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . RESIDENTIAL GEN 2 FAMILY Owner . . . . . . . . . Contractor . . . . . . KEVIN W. BENNETT 904 744-0747 Application number 03-00025383 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . TYPE VI Occupancy type . . . . Flood Zone . . . . . . ZONE X Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL PERMIT WORKSHEET JOBADDRESS- h4-2 MC4 ) *n -TYPE WORK___N�,�J�3 PROPERTY OWNERJ�C\/V")_f3(_00-<7ff TELEPHONE CONTRACTOR ll�e_v i I n r3rnnff_� TELEPHONE-3 (-h- j PERMIT NUMBER 0'2 -DATE ISSUED INSPECTIONS: FOOTING SLAB TIE BEAM LINTEL NAILINGISHEATHING FRAMINGICOVERUP 73-T-2-1 1 Q__� INSULATION ' FINAL BUILDING CERTIFICATE OF OCCUPANCY -61 TREE PERMIT ISSUED? PERMIT NUMBER ELECTRICAL PERMIT NUMBER DATE COPY SENT TO JEA_ TEMPORARY POLE PERMIT NUMBER DATE COPY SENT TO JEA TEMPORARY POWER LETTER RECEIVED? YES NO INSPECTIONS: ROUGH ELECTRIC '31'21-1 Q'6 RELEASED TO JEA_ TEMP. POWER RELEASED TO JEA_ TEMP. POLE RELEASED TO JEA FINAL MECHANICAL PERMIT NUMBER INSPECTIONS: ROUGH FINAL PLUMBING PERMIT NUMBER,-9 P-)33 INSPECTIONS: ROUGH/UNDERSLAB-,2- TOPOUT 2-1 Q-_� WATER/SEWER FINAL DRAINAGE INSPECTION POOL PERMIT NUMBER INSPECTIONS: STEEL FINAL ROOFING PERMIT NUMBER INSPECTIONS: NAILINGISHEATHING FINAL _--l"'WALED INSPECTIONS: DATE PD. DATE PD. 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 4,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 confiising 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. 11 V IQ D OF ATLANTIC BEACI-1 I M A 0 -0,qq A� L%-&.J A� E ` REMOVAL APPLICATION 'Pity W :Afl-intic Pq- rh All aonlications nuistbe submitted with seven (7) copies ajid received by 5 PM C949indapife ( 10) days pribr to the scheduled mecting in order to be placed 6n the, agenda. *INCOMPLETE APPLICATTONS OR TNACCURATELY MARKED SITES W I LL N OT B E PR 0 CES S E'D. Ij q?,'(j —Tr6&re,EW 97-40 Ir- 3 ZZ-n (�/-O V-7 V--0 APPLICANT NAME ADE&ESS TELEPHONE 2. SEC-H /71zqZA) S7- ADDRT�SS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE REASON FOR PROPOSEDTREE REMOVAL: 4 14k tvlF—r 4. HAS T141S SITE BEEN TOTI-IE TREE BOARD BEFORE? 0 YES VNO 0 NOT SURE 5. PROPERTY ZONING: V,/R�CSIDENTIAL DCOMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIE, S DIAMETER D-IAI�,IETE R MITIGATION INTERIOR EXTE RIOR 5 ONZ /-�'�3-�VbAK :z 19 C/l/ WOAK 11�11 t3A-q -T-0 6-AJ 5r-r-(E Diameter at Breast Heialit (D.13.11.) is measured a 4.5 feet above grade. To,accurately determine o t 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 meisured immediately above the forks. 7. SITE PLAN/TREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affectin� trees. b) Emsting and proposed structures. c) Location of an trees with Diameter at Breast Height (DB14) of six inches or more. d) Tree species and sizes in DBH. 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 h) r Location of utilities and easements�as applicable. i) Location of trc--s to be preserved on-site with barricadina indicated. 8. ON-SITE REOUIREMENTS: a) AD trees identified for r.ernoyal MUST be marked on-site by REi D flagging paint or tape. b) A.11 trees to be preserved on-site for rr�tigation MUST be marked with BLUE flagging, paint or tape. c) The front property comers must be marked by stakes or paint indicating the Lot Number or Address. 9. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO CONIPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF TEE CODE OF ORDINANCES OF ATLANTIC BEACH. C-1 Applicant's Signature Date Owner's Signature Date CITY USE ONLY: T —donse ation Board Clfairperson Date ree ry MAP SHOWN G TREE SURVEY OF LOT 5, LESS AND EXCEPT THE NORTHERLY 10 FEET, TOGETHER WITH THE NORTHERLY 10 FEET OF LOT 6, BLOCK 199, ACCORDING TO THE PLAT OF SECTEON ""W"' ATLANTEC I&EACH AS RECORDED IN PLAT BOOK 18 PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT wEs r m my s rREE r 0 (50 (RIGHT—OF—WA Y) co LOT 4 BLOCK 199 y- 0 u 0 —i cn (2)3- log, (R) �OAK 9%4—' - — — - — — - —02-1" - — — - — i-4-';' 6" OAK 95' 4- 5" BAY SWEE'F-. OAK OAK 4" PINE MYRTL?@ 5" Gumb BAY9 MYRTLET- 04- t 3- 4- 6.a OAK 13�y BAY 00 Lo OA A LOT 5 6" 0 u 0 -10 BLOCK 199 OAK AK OAK 3- _0 >: 00 r -1 q- Ld '�5 > Od' 4 -7k -3 O#x w 1 0.6 0 A �?IeNE (n 4 P12" 9' )OAY 4.. LA� NE PINE ..AK 4- z 0 m --- 7 k 9A r6 OA !*AK 32' co OAK z V) ou LOT 6 Ln m BLOCK 199 E Y 0 GENERAL NOTE 1.BEARINGS ARE BASED ON NI; 2.STRUCnJRF No. N/A SHOVAI HEREOW-1 IES "THIN F1 oon 7nNF N/A AtZ QF'ZT st CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028789 Date 8/02/04 Property Address . . . . . . 1115 MAIN ST Tenant nbr, name . . . . . . SPRINKLER SYSTEM Application description . . . PLUMBING ONLY Property Zoning . . . . . . . RESIDENTIAL GEN 2 FAMILY Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ CONNEL, M.C. PLUMBING BY JOSH 44170 COMMANCHE RD CALLAHAN FL 32011 (904) 745-3330 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 85 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- --------- - ---------- ---------- Permit Fee Total 85 . 00 85 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 00 . 00 . 00 PERNUT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. P knPW,G, OFfNQbk-L -TW— CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Property Address:-� ./ lmid .ST 4TIwTic- A�:4&1 2 'E� Owner: z%iC 6olVI-Je-L Telephone#: Contractor:- Pxb'&d!� 6 X -J6 Telephone#:,;Q7- ?06 Contractor Address: LO,-' ,n 4-J L 0 1 Fax#: 2 A) -QO& d"q^) Fl- .2 1�10 j/ In consideration of permit given Gor doing—thWwork as described in the—above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, C�3 Xe list the building permit number: Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Alle- Lavatory fk' Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 800 Seminole Road-Atlantic Beach, Florida 32233-WS Phone: (904) 247-6800- Fax: (904)247-5845- http:/twww.cl.atlantic-beach.fl.us Revised 1104 PREPARED 3121/03, 8:20:26 INSPECTION TICKET PAGE 3 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 3/21/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1115 MAIN ST SUBDIV: TENANT, NBR: NEW SFR/1484 RAD 1934 SUR CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747 OWNER PHONE PARCEL APPL NUMBER: 03-00025383 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PIRNIT: BLDG 00 BUILDING PERNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 11 01 2/20/03 LJH BD SLAB TIME: 13:00 2/22/03 AP 13 01 3/14/03 LJH BD FRAMING TIME: 13:00 3/17/03 AP NAIL OFF INSPECTION 994-1536 13 02 3/20/03 LJH BD FRAMING TIME: 13:00 3/21/03 DP COVER UP 744-0747 13 03 3/21/03 LJH B D FUNIAG ,MAI 44,0,0 ---------- ------- * OVIRRID1 TAIIN BY J9CALUSTER DATE: 03/21/03 TIME: 01-10:29 ------------------------------------------------------------------------------------------------ PSINIT: ILIC 00 ILI M ICAL PERNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTSICOMMENTS -------------------------------------- -------------------------------------------------------- 22 01 A ,�2 / 3 7------------------------------------------------------------ ---------- --------------- -- P111NIT: NECI 00 N1 IlTrAL PRINIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 32 01 3 1/�,4 LJI ��XrH Tita. a* , _ f\,-'(� 4*�t---------- - --------------------------------------------------------------- PlISIT: PLBG 00 PLUNBING Fj W� REQUESTED INSP DESCRIPTION TYPISQ COMPLETED RESULT RRSULTS/COMMENTS ------------------------------------------------------------------------------------------------ 41 01 2/18/03 LJH PL UNDERSLAB TIME: 08:00 2/19/03 AP 43 01 3/ 1/,03 H PL TOP T TIME: 08:00 iz ---------- ----- - .... ........... Co COMMENTS AND NOTES -------------------------------------- PREPAK,, �/i9/03, 16:44:19 INSPECTION TICKET PAGE 2 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 3/20/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1115 MAIN ST SUBDIV: TENANT, NBR: NEW SFR/1484 RAD 1934 SUR CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747 OWNER PHONE p PARCEL APPL NUMBER: 03-00025383 SINGLE FAMILY RESIDENCE MAY 2 3 NO3 ---- ------- ----------- ------ ------ --------- P M IT: BLDG 00 BUILDING PERMIT CK#- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMRNTS ------------------------------------------------------------------------------------------------ 11 01 2/20/03 LJH BD SLAB TIME: 13:00 2/22/03 AP 13 01 3/14/03 LJH BD FRAMING TIME: 13:00 3/17/03 AP NAIL OFF INSPECTION 994-1536 13 02 3/20/03 LJH ,BD 111NIK TIME: -134,0 Com It I'* ------------------------------------------------------------------------------------------------ PERMIT: ILIC 00 ILE M ICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 22 01 3/20/03 LJH RL IOUGR TI0-:� 130 ---------- -------- ------------------------------------------------------------------------------------------------ PERMIT: BCH 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ )2 01 3120103 LJR ---------- ------ - ------------------------------------------------------------------------------------------------ PERMIT: PLBG 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 41 01 2/18/03 LJH PL UNDERSLAB TIME: 08:00 2/19/03 AP 43 01 3/20/03 'LJH PL TOP OUT lUE: 13:00 ---------- -------- -------------------------------------- COMMENTS AND NOTES -------------------------------------- PRBPAR 5127/03, 9:0 9:3 0 INSPECTION TICKET PAGE 5 CITY XANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 5/27/03 --------------------------------------------------------------------------------------- 11DR 1115 MAIN ST SUBDIV: TEMA UR NEW SFR/1484 RAD 1934 SUR COX�jTOR KEVIN W. BENNETT PHONE (904) 744-0747 OW181 , . PHONE PAROL APA NUMBER: 03-00025383 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PWIT: BUG 00 BUILDIIG PERNIT REQUESTED INSP DESCRIPTION TYPISQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 11 01 2/20/03 LJH BD SLAB TIME: 13:00 2/22/03 AP 13 01 3/14/03 LJH BD FRAMING TIME: 13:00 3/17/03 AP NAIL OFF INSPECTION 994-1536 13 02 3/20/03 LJH BD FRAMING TIME: 13:00 3/21/03 DP COVER UP 744-0747 13 03 3/21/03 LJH BD FRAMING TIME: 08:00 3/21/03 AP * OVERRIDE TAKEN BY JSCHLUETER DATE: 03/21/03 TIME: 08:10:29 15 01 3/24/03 LJH BD INSULATION TIME: 08:00 3/25/03 AP VIR TAKEN BY JSCHLUETER DATE: 03/21/03 TIME: 16:32:40 16 01 5/27/03 LJff IN TIME: 13:00 L -0747/333-4535 ---- -- TT 744 ------------------------------------------------------------------------------------------------ P M IT: WC 00 ELICTRICAL PERNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 22 01 3121103 LJH EL ROUGH TIME: 08:00 3/21/03 DP ELECTRIC NOT COMPLETE 23 01 5/27/03 LJH TIME: 13:00 /Rco"INAll, PIRNIT: NICH 00 NECRUICAL PERNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 32 01 3/21/03 LJH ME ROUGH TIME: 08:00 3/21/03 AP 34 01 5/27/03 LJH FINAL TIME: 13:00 L-21-—03 PUNIT: PLBG 00 PLUNBING PERNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTSICOMMENTS ------------------------------------------------------------------------------------------------ 41 01 2/18/03 LJH PL UNDERSLAB TIME: 08:00 2/19/03 AP 43 01 3/21/03 LJH 'p UT TIME: 08:00 3/21/03 AP 4S 01 5/27/03 LJH /FINAL TIME: 13:00 — ------ -------- -------------------------------------- COMMENTS AND NOTES -------------------------------------- cj.j,q of: ('a 400 swk- 000 11,09 C3%OtA A ttl e 00 Ge 0A B%i .g%cP.'- Date Pk,X1 Good. -�kme d ko "'S�Oq ,,%ve , ) r%ve iRec jp\ace (:;tft\CNI- V- ILI 1090 ev 0 0*1NO s co POW tAame v:ooWQ C\ foa\ f-O\Otl ItAsp soog fv \Ned. poot, .. a\ws 'Vaocl 01 oce thoO. Vw \111specloll PREPARED 2/18/03, 8:42:24 INSPECTION TICKET PAGE 5 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 2/18/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1115 MAIN ST SUBDIV: TENANT, NBR: NEW SFR/1484 RAD 1934 SUR CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747 OWNER PHONE PARCEL APPI, NUMBER: 03-00025383 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PMIT: PLBG 00 PLUK8111C PRINIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMRNTS "o", ---------------------- ------ ------------------------------------------------------------------ 41 01 2/18tO3 PL UNDKRSLAB TIME: 08:00 —)---ft�Q�7 \---) -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 3/21/03, 16:39:09 INSPECTION TICKET PAGE 2 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 3/24/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1115 MAIN ST SUBDIV: TENANT, NBR: NEW SFR/1484 RAD 1934 SUR CONTRACTOR KEVIN W. BENNETT PHONE 004) 744-0747 OWNER PHONE PARCEL APPL NUMBER: 03-00025383 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PMIT: BIX 00 BUILDIX PERNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 11 01 2/20/03 LJH BD SLAB TIME: 13:00 2/22/03 AP 13 01 3/14/03 LJH BD FRAMING TIME: 13:00 3/17/03 AP NAIL OFF INSPECTION 994-1536 13 02 3/20/03 LJH BD FRAMING TIME: 13:00 3/21/03 DP COVER UP 744-0747 13 03 3121/03 LJH FRAMING TIME: 08:00 3/21/03 AP OVERRIDE TAKEN BY JSCHLUETER DATE: 03/21/03 TIME: 08:10:29 15 01 3/24 03 LJ IROUTION TIM OVERRIDE TAKEN BY JSCHLUETER DATE: 03/21/03 TIME: 16:32:40 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 3/13/03, 16:56:53 INSPECTION TICKET PAGE 3 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 3/14/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1115 MAIN ST SUBDIV: TENANT, NBR: NEW SFR/1484 RAD 1934 SUR CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747 OWNER PHONE PARCEL APPL NUMBER: 03-00025383 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PUNIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 11 01 2/20/03 LJH BD SLAB TIME: 13:00 2/22/03 AP 13 01 3/14/03 LJ'� BD FRAMING TIN::,13;,OD --(4-- NAIL OFF INSPET101.994-4536 -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF 4&44& Office of Building Official REQUEST FOR INSPECTION 12, Date--I-,2—,c—' Q3 Permit No. Time A.K Received -.— RK V Job Address Locality Owner's Name -Contractor BUILDING RE ELECTRICAL PWMSING MECHANICAL Framing ED Footing El Rough Wiring D Rough E] Air Cond.& 0 Re Roofing 0 Slab P--Temp Pole 2, Top Out D Heating Insulation D Lintel Ell Final E! Sewer 0, Fire Place E] Pre Fab READY FOR INSPECTIO A,M. Mon. Tues. Wed. %h Friday—PM, 'A.M. Inspection Made — k Inspector— Final Inspection 0 Certificate of Occupancy[I Date MAP SHOWING TREE SURVEY OF LOT 5, LESS AND EXCEPT THE NORTHERLY 10 FEET, TOGETHER WITH THE NORTHERLY 10 FEET OF LOT 6, BLOCK 199, ACCORDING TO THE PLAT OF SECTEON ""W" ATLANTM SEA H AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT - wFs r m a r s rREE r 0 (50' (RIGHT—Of--WAY) T, co cp LOT 4 BLOCK 199 0 u 0 (2)3- 1020 (R) OAK —021 OAK @5" 4" 41. PINE 5" % BAY SWEES 7 . r's OAK OAK MYRTLE 5 GUM-0 j" 0 BAY@ MYRTLET- J)4" 0 3;,4 OAK IXY 6" 00 fa.. BAY 0) lo� 0-AK Ln CIA VA 0 C) LOT 5 — )(6" )(5 OAK OAK 0 BLOCK 199 OAK -i m 3" kb OAK Li 4'�l IL �f 00;A JK 04 > OA 41, '-PINE (1 5" 1)7-(�)8" In r2" AY 04 PINE IV 4" >- PINE cr- -40AK 4- z (Z m t--s OAK ^0 m co 07AK A _(0'A' @ 32" < OAK 0 z -10,?.00-, (R) 9?J -1 0 Ln 0 u LOT 6 — -i (n BLOCK 199 m 0 43EMERAL NOTE N71 A 1. BEARINGS ARE BASED ON 2.STRUCTURE No. N/A . SHOWN HEREON LIES WITHIN FLOOD ZONE N/A AS BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL 1`40--NZ—A DATED N/A ISSOCIATED 3URVEYORS INC. 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS. a LAND & ENGINEERING SURVEYS PIPES AND UnLI-nES, IF ANY, NOT DETERMINED. 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE s 904-771-6468 PUBUG RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL. 0 0 CERTIFICATE OF AUTHORIZATION NO. LB 0005488 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. 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 LEQEND�AS8REVlATl0N8 DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL 0. SET IRON PIPE OR REBAR P.C. = POINT OF CURVE COVO = COVERED STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER -ASSOC.SURVEY" OR L.B.5488 P.T. = POINT OF TANGENCY CH �- CHORD 61G1 F RIDA ADMINISTRATIO CODE, CYAPTEJI 4)p, F.S. 0 FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE 9 FOUND CONCRETE MONUMENT (C.M.) P.C.C. = POINT OF COMPOUND CURVE X GROSS CUT OR DRILL HOLE C/L = CENTER LINE -R/W= RIGHT OF WAY 8 Y: (R) =RECORD (M) = MEASURED GONG. = CONCRETE B.T.= BUILDING TIE CHARLES B. HATCHER FLORIDA CERTIF)CATE NO. 37 R �RADIUS L = ARC LENGTH A\C: =AIR CONDITIONER (E.T.) = EAVE TIE CHARLES L. STARLING FLORIDA CERTIfICATE NO. 4579 O.R.B.=OFFICIAL RECORD BOOK cm =WATER METER 19,= UTILITY POLE RAYMOND J. SCHAEFER FLORIDA CERTIrICATE NO. 6132 O.R.V. =OFFICIAL RECORD VOLUME P.EQ. =POOL EQUIPMENT --*= GUY ANCHOR I . P.R.M.=PERMANENT I TERENCl MONUMENT -O.U.-=MR HEAD UTILMES JOB No. 28820B DATE 10-02-2001 13-R.L. -BUILDING R STIR CTION LINE X—X CHAIN LINK FENCE _ E.T. =ELECTRIC TRANSFORMER & PAD I W—W WIRE FENCE E.B.=ELECTRIC BOX SCALE: 1" = 20' DRAFTER glatHd J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY 10-0 WOOD FENCE BTN. = BETWEEN CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025383 Date 1/30/03 Property Address . . . . . . 1115 MAIN ST Tenant nbr, name . . . . . . NEW SFR/1484 RAD 1934 SUR Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL GEN 2 FAMILY Application valuation . . . . 127326 Owner Contractor ------------------------ ------------------------ KEVIN W. BENNETT 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 (904) 744-0747 -------------------------- Structure Information ------------------------- Construction Type . . . . . TYPE VI ---------------------------------------------------------------------------- Permit ' * ' * * * BUILDING PERMIT Additional desc . . Permit Fee . . . . 544 .00 Plan Check Fee 272 . 00 Issue Date . . . . Valuation . . . . 127326 ---------------------------------------------------------------------------- Special Notes and Comments LEGAL DESCRIPTION: LOT 5, BLOCK 199 SECTION H ---------------------------------------------------------------------------- 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 450 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35. 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 544 . 00 544.00 .00 . 00 Plan Check Total 272 .00 272 . 00 . 00 .00 Other Fee Total 2912 . 07 2912 . 07 . 00 .00 Grand Total 3728 .07 3728. 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 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 WCH ARE PART OF THIS PFRMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. (7 BUILDING OFFICIAL B UIL DING, PL4 NNINGA 1VD ZONING INSPECTION DEPAR TWENT CITY OF A TL.ANTIC BEACH, FLORIDA CER TIFIC4 TLr.'OF OCCUPANCY WOR.KSHEET Date Requested: Z, 3 Building Contractor: Hcrv)ro Building Permit Number: Addzess : 1�5 ma i�'-) Legal Descr-iztion: Z.,ziprovements to the above described prcce--ty have been comnleted in accordance w-ith the terms of the permit and is cer-t-i -fie'-_4 to be ready for occupancy as Lowest Floor Elevation : reauired as built BEFORE ISSUING CER77FICATE OF OCCUPANCY THE FOLLOWlNG MUST BE COMPLETE DE2ARTMENT DATE NOTIFIED DATE AP2ROVED BY Fire 2ubi-ic Works 2 r i n-i n g J Building FLOODPLAIN DEVELOPNIENT INFORMA71ON Location:: Type of Development: Flood Zone: Required Lowest Floor Elevation: FF. - I , tLOD(��, 01 If building is located within a flood hazard zone, a survey must be made AFTER TBE SLAB HAS BEEN POURED, certifyffic, that the LOWEST FLOOR ELEVATION is equal to or above 0 the base flood elevation established for that zone: No fmal 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 'c,) C,— Building Department Repres6tative 05/27/2003 11:20 9042466495 DIVIALLEY PAGE 02 mAp 3Howima BOUNDARY SURVEY OF LOT 5. LESS AND EXCEPT THE NORTHERLY 10 FEET. TOGETHER wITH THE NORTHERLY io rErT or LOT 6, BLOCK 199, ACCORDING TO THE PLAT OF SECInCO '4*W ATLAMM 8"CH AS RECORDED IN PLAT BOOK 18 . PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO- JAMAL WALLACE, STEWART 11.1ZLE, OF JACKSOWILLE, Wc., WATSON 4v OSBORNE TITLE SERVICES, INC. AND BANrXR8 WHE MIRTOAGE, INC. wrqr ma srmrr c cq LOT 4 BLOCK 199 La54218 AIC all PAO 00 mix 9.0 I-S7aW FRAW gr 57ucco AEsnuar WN rr cavo d_l i awa 706 A.U= 10200'(A0 LOT 0 0 CK 199 REVISED 5-Z7-2003 aim 1.MM OX SHOW FOR WIll SAWY. &Pwmw ft-um-sm"Mom La Wm um wa DMRNW F%)M F&MA FLOM MAPS PAMM NO--l—WIM04--M. ,/,Ohqa NA5 Ai"CIATED SURVEYORS INC. &INIS 15 A WWMZ WRWVY O&Y, Wd MaW OF WMEROMM PODYMM u LAND & ONMEENNG SUMM 4.JU ILMM MR131m A*M IF Aw moT 360 @L*MM WULMRD J�KSONVIILLL AbPft 32210 5-THO WAS N ON LEG&DOWT104 FuwjW9D AND THE MWEL arMI4=AMLLY 5 W"ON LEr Puaw wr 0 By 75111 RRYM FIDR DBOOM VM CGVMM73 OR RESIMPOW n-LAT MAY 7"s p CER AWNWE MOMmum -06 %' 7 - MMMTE OF AUTHMMM NO, LO OWS442 4"N"0"W"9TA?M ALL INK FM a S V 7.WgT wi 40%�w*0 aNDIAL RAILMD MAL OF A I HIE R E k CERTIFY THIS SURvEy WAS DONE UNDER MY room ;�� a MWZr SUPERVISION AND MMM THE MINIMUM TECHNICAL 0 SU IRON PIPE OR I&" ow 1; ;WOO ,�OU OWD STANOARDS FOR RvmNc PUftsuANT TO CHAPTWt -Asg�Z %Z�;- 1G17-,bFLORICl= N CODE. 47Z F.S. 0 ARWOM p-p-c--pow m CL*K IW7 Fam COMMIT mumumm tem.) AL OF By! d7 Has Pg:.-Rmu CHARES' HATCHER MLksu*m A IL FLORIDA CERPTI NY 3771 FOUR L UDION LM;E FLORIDA CMFICATE NO.4579 01 jjjrjQ c VAKrER 11111"I= HARLU L STARLINC Im n "1& 0 P.M.=PwL kin cm fi*m PAMM J. SCMiFER FWIVDA aMFICATE NO. 6132 -4.0--OM win%mm JOB NO. 36161 DAlr:. 0 A. UNE CE PAO ITW. SCALE; DRAFTER-.7.LHMA J. IMECM MnmVrf. wo. RISE X-REFERENCE No._XUL08L. 2lW8 Id WdTO:rT L'OW LZ -fiL-W GaM TbL M 'ON XU_j ONI QjOA3)bnS (aj.UI30S9Ij Woa� 05/27/2003 11:20 9042466495 OMALLEY PAGE 01 "s Mayport Rd, Suite I Atlantic Beach, FL 32233 904-241-3141 John Joseph O'Malley 1-800-881-0234 President Fax 904-246-6495 Licensed Real Estate Broker omalleyjox@ool.com Date: To: Fax No. From: Rc: Number Of Pages: 2= (Including Cover Page) "The information contained in this facsimile(and/or the documents accompanying it)may contain confidential information.The information is intended only for the use of the individuals to wilorn it is addressed.If you are not the intended recipient,or the employees or agent responsible for delivering it to the recipient,you are hereby notified that any dissemination,distribution,copying or taking of any action in the reliance on the contents of this information is strictly prohibited.If you receive this facsimile in error, please notify us immediately" CITY OF ATLANTIC BEACH 800 SEMINOLE ROA—D ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025383 Date 3/18/03 Property Address . . . . . . 1115 MAIN ST Tenant nbr, name . . . . . . NEW SFR/1484 RAD 1934 SUR Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL GEN 2 FAMILY Application valuation . . . . 127326 Owner Contractor ------------------------ ------------------------ KEVIN W. BENNETT 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 (904) 744-0747 -------------------------- Structure Information ------------------------- Construction Type . . . . . TYPE VI ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 95. 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments LEGAL DESCRIPTION: LOT 5, BLOCK 199 SECTION H 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 IMPROVEMarM ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW, BUILDING OFFICIAL x7 . F6A'&%p-1-r4 0 3 - CaO - q 3 9 3 CITY OF, ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CIREF ELECTRICAL INSPECTOR. DATE: 3 1-7 20 o'a 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 ATTACE[ED PLANS AND SPECIFICATIONS,WMCH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY Of ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRI SIGNALURE: �k Puz t'wjp�C- c - MOIL. S ......... OWNERS NAME: key, &tjoJe.-Fr ADDRE S: ,IS- /V*,,JS;r.RFD BOX BLDG. SIZE J=-Am/I BETWEEN: 57W-A-s S'2- 97W*vf RES-P4 APT.( COMM.( PUBLIC( INDUS.( NEW/*, OLD( REW.( ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: NEWt4, INCREASE( ) REPAIR( CONDUCTOR SIZE 5&/p ANTS: 13-0 COPPE FEES I SWITCH OR BREAKER S-D 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 I 0.30AMPS 3 SWITCHES- INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. I OVER APPLIANCES I BELL TPANSF. AIR H.P.RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS BEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600V OVER 600V NO. IKVA NO. IKVA NO-NEON TRANSF. NO I VA I MA I MOTOR SIZE I SWITCH I FLASHERS EACH SIGN Updated 5120f2002 CITY OF ATLANTIC BEACH S 800 SEMINOLE ROAD TIC BEACH,FLORIDA 32233 ATLAN '4 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025383 Date 3/19/03 Property Address . . . . . . 1115 MAIN ST Tenant nbr, name . . . . . . NEW SFR/1484 RAD 1934 SUR Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL GEN 2 FAMILY Application valuation . . . . 127326 Owner Contractor ------------------------ ------------------------ KEVIN W. BENNETT 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 (904) 744-0747 -------------------------- Structure Information ------------------------- Construction Type . . . . . TYPE VI ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 109. 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments LEGAL DESCRIPTION: LOT 5, BLOCK 199 SECTION H 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 OWNEk "FAILURE TO COMPLY WITH THE CONSTRUCTION UEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS-ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERNUT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL d53W3 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all,iterns in sections 1, 11, 111, and IV. Street Address: I LOCATION OF Iiitersec mg Streets:Between And BUILDI, S U b-di vision--&H(Ahc aet'clo 1-0j- '511 4 sk(Wn J1. INDENTIFICATION—To be completed by all applicants. .' I 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 Aood practice I isted therein, Name of Mechanical [�,Lj Contractors Contractor(Print) Master Name of Property Owner Itt21-401A-7 Signature of Owner Signature of Or Authorized Agent I Architect or EnginecrT III. GENERAL INFORMATION A. .1y25.af heating fuel: B. Electric IS OTHER CONSTRUCTION G DONE ON THIS 0 Gas: —LP —Natural —Central Utility BUILDING OR SITE? El oil 0 Other—Specify IF YES,GIVE NUMBER OF CONfkjTION PERNUT_j02C00c2S MECHANICAL EQUIPMENT TO BE NATURE OF WORK INSTALLED Residential or Commercial Now Building _,(Provide complete list of components ogback of this form) 0 Existing Building ooll- Heat _Space _Recessed je'Central(C, Floor, Q Replacement of existing system entra) Air Conditioning: Room 2"' New Installation(No system previously installed) Duct System: Material Thickness 0 Extension or add-on to existing system Maximum capacity 06—u'> Q Refrigeration Ofin C3 Other- Specify_ Q Cooling tower. Capacity --------pm 0 Fire sprinklers- Number of heads THIS SPACE FOR OFFICE USE ONLY C3 Elevator: _ Mwift_Escalator_(Number) (Received) 0 Gasoline pumps _(Number) 0 Tanks _(Number) 0 LPG containers (Number) Remarks 0 Unfired pressure vessel Permit Approved by 0 Boilers Date_ C3 Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons) Agency CP-08 AYCC-05v Cy1/-,-1t'- c-,?-5 1 U, HEATTNG—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving (BTU) Agency /'C. 77 V (2"-rq— TANKS How Many Nominal Capacity Type Liquid Nameof Serial Approving And Dimensions Contained Manuthcrurer No, Agency CITY OF ATLANTIC BEACH 800 SEN41NOLE ROAD ATLANTIC BEACH,FLORIDA 32233 "41 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025383 Date 2/13/03 Property Address . . . . . . 1115 MAIN ST Tenant nbr, name . . . . . . NEW SFR/1484 RAD 1934 SUR Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL GEN 2 FAMILY Application valuation . . . . 127326 Owner Contractor ------------------------ ------------------------ KEVIN W. BENNETT 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 (904) 744-0747 -------------------------- Structure Information ------------------------- Construction Type . . . . . TYPE VI ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 140 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments LEGAL DESCRIPTION: LOT 5, BLOCK 199 SECTION H Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 140 . 00 140 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 140 . 00 140 . 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 0 YING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS Y RPk ,THIS;�7T SUBJECT To REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. W"ICH ARE PART OF _�N BUILDING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Job Address: Owner of Property: Ae� 1K. Telephone Plumbing Contractor: (0 Contractor's Addr!?15RP1VV5 0 rVX Telephone: loy- 7 Fax: State License Number: (j 9,S-7 7 How many of the following fixtures (re-piped orER Sinks Showers )—Water Lavatory Water Heaters Hose Bib "2– Bathtubs Dishwashers Sewer Urinals Disposals Other Closets ___[_Washing Machine Shower Pans Floor Drains Re-Pipe (List fixtures being re-piped) Total Fixtures: /S x $7.00 + $35.00 (Minimum Permit Fee: $35.00) Signature of Contractor: o", 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 800 Seminole Road o Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845 a http://www.ei.atiantic-beach.fl.us Revi,ed 1/14103 RF.,CF,( vK,( JAN 0 9 2DD3 B Y.- 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 - http://www/ci.atiantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATE JOB ADDRESS M,4 Dkj '5T- A07--!5 t 15�1 SEC 44 RUARR IS(P APPLICANT ADDRESS (�9Z :� F& 3'ZZ-�-7 PHONE: 5 CELL 014 LEGAL DESCRIPTION: BLOCKNUMBER LOT NUMBER ZONING DISTRICT CONTRACTOR Y-f�LM-VQ STATE LICENSE NUMBER C F-<-n38 730� ADDRESS PHONE '70V?�OW7 OZW�-3?3-45357 CITY TA- V- STATE Fl- ZJP 72-Z-2-7 FAX C16V -7 VY6?Y-7 DESCRIBE PROPOSED USE AND WORK TO BE DONE tM4,411 PRESENT USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION Is this an addition? — IL14D If yes,what are the dimensions of the added space: .-feet by_fe7et Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? VI-0*5 Is approval or Homeowner's Association or other private entity required? &0 If yes,please sul)j't with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? [2NO._,Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. 6f2xw�o-;- Prz-�e 1&42�e-�� /D C — PROCEDURE: (In order to expedite issuancePolf permits, please follow all steps and provide al information as al)propriate.) 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 n�t 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 6/18/02 STEP 3. Please submit Energy Code Forrns,Notice of Commencement,Owner/Contactor 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 Seniinole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 ln addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent, including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant efivironmental 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. /_5—Cr? 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 COMPLIE D WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION. BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR��L. DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME MAILING ADDRESS PHONE FAX E-MAIL SWORN ANI)SUBSCRIBED BEFORE ME THIS DAY OF 4 STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNAT=L J NNIFER SCHWErER -A. MY COMMISSION#DD 121301 AS EXPIRES:May27,2006 C��Crsonally known BMW Thru Notary Pubk Undarwrftws Produced identification Type of identification produced AS TO CONTRACTOR: Personally known Xk- Produced identification JENNIFER==SCHWETER Type of identification produced R 121301 "LU7 MY COMMISSION#DD 121301 'IR S May 00 EXPIRES:May 27,2006 tarj'u"6w.'aara EE-' SwOod Thm Notary PW9k Um%f**em 6/18/02 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address .Date— Heated Square Footage y @$ p ersqft= tO& V'LIY Garage/Shed j-() @ $ q6 per sq.ft 0 Carport Porch -7 @ S per sqft= $ ( 3 2-6 Deck @ $ per sq ft Patio q @S_ persqft= TOTAL VALUATION: Total Valuation is, S Remaining Value per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE ZONING: + V2 Filing Fee . --)-, FLOOD ZONE: (I ) Fireplaces @ S4-�-- a) e, IMPERVIOUS SURFACE- > 8 VA;, BUILDING PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEE $ 12-,S-() WATER METER/TAP $ CAPITAL IMPROVEMENT S SEWER TAP $ —6 — C 0"RADON 14P50050 S SECTION H PAVING (,�-b) $ ?S-o HYDRAULIC SHARES $ CROSS CONNECTION $ 113T(63�) SURCHARGE S OTHER GRAND TOTAL DUE: A 4, CITY OF ATLANTIC BEACH 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 # C5 ,3 C6-3 Applicant: V Address: Project: =on 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_ /�' 4� Signed- "44� Date ContracdNotifieodDate WATER IMPACT FEE WORKSHEET ADDRESS: Aj -- IE-W 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, 2— Bidet, and bathtub or shower 6 Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory I Dishwashing machine,domestic 2 Drinking fountain/Icemaker Y2 Floor drains 2 Hose bib I Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray(I or 2 compartments) 2 Lavatory I Shower compartment,domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink(circular or multiple)each set of faucets 2 Water closet,flushometer tank,public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= I MULTIPUED X 20 JTOTAL$ 6-1 A Ill. Energy Code Information: I Is the current energy code form completed properly and signed; RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS correct climate zone and correct jurisdiction7 (FBC 13-600) Yes -"'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 Yes Z�,Nti NIA AND DETAIL-(FBC 104.2.1) 3. Is the"It"value between common walls shown? es No N/A (FBC 13-602.I.ABC.1.1) I e . :th :'R'value for added insulation on exterior walls shown? es :�Po N/A PLANS EXAMINER: to DATE: .1 -t 3 --03 4. Y %,/, 5. the'R"value for ceilings shown? (FBC 13-604.LABC.1) Yes o N/A Y 6. Is th "R"value for raised floors shown? (FBC 13-605) es No NIA OWNER: H V5-0 1-.1 0,3 11; JOB ADDRESS:19S 7. Are eEncrgy Credits Claimed? Yes No N/A A. Attic Radiant Barrier Credit (FBC 13-607.1.A,4) Yes No N/A--' CONTRACTOR:- PHONE NUMBER: 71(((-6-7 B. WhiteRoofCredit (FBC 13-607.].A.5) Yes No N/A " C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes No N/A 4,-' (CIRCLE) 1. Survey: IV Foundation Plan: I- Is a specific purpose survey submitted? Yes --1`N. NIA 1. Are all footings shown,including interior bearing walls, 2. Is correct Flood Zone shown? Yes '-No N/A Column pads and concentrated loads? Yes -/No N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes L,"No N/A in an"A"or"V"zone? Yes ---No N/A 3. Are all elevation changes in stab shown? YcsLe' No NIA 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A 4. Is minimum concrete PSI shown? Yes P-,'No N/A 5. Is prop"in a flood way? Yes No N/A 6," 5. Is slab reinforcement shown? Yes-No N/A 6. Is flood way line shown? Yes No NIA A. Wire mesh size and gauge? Yes 1-lNo N/A B. Fibermesb reinforcement? YcsdWNo N/A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes N/A H. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes No N/A 1. Are plans sealed by architect or engineer? Yes - Nc, N/A . Is type of soil treatment for termites shown?(FBC 18 16) Yes -�No N/A A. Are structural calculations submitted? Yes-No NIA 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes -- No NIA Strength ofnot less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes -`No NIA 3. Is exposure category shown? (FBC 1606.1.8) Yes -`No N/A 10. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 1606? Yes -*No NIA (FBC 1905.1) Yes--'-No N/A 5. Are pressures for wind loading on components and cladding Shown per FBC 16061,5? Yes L'No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.57 , Yes t-"No NIA I. Is finished grade shown? Yes -'No N/A 7, Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yes-- No N/A stories and allowable area7 Yes --go NIA A. Minimum 8"above adjacent grade? Yes * No N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation7 Yes 1�� N/A for structural elements? Yes L-1'No NIA C. Base flood elevation? Yes 0-N,o N/A 9. Arc plans designed per SSTD 10-99? Yes No N/A 3. Is minimum footing depth beneath finished grade shown? Yes No N/A A. Are all appropriate charts and tables shown? Yes No NIA (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A 4. Are all footing sizes shown? Yes NIA 10. Are plans designed per"Guide to Concrete Masomy Residential 5. Are all horizontal reinforcements shown? Yes N/A Construction in High Wind Areas"? Yes No N/A Yes�/to 0 6. is vertical reinforcement shown? No N/A A. Are all appropriate charts and tables shown? Yes No N/A 7. Masonry coristruction. B. Art all appropriate requirements circled or highlighted? Yes No NIA A. Is exterior wall finish shown? Yes No N/A 11/, 11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior finring shown? Yes No NIA High Wind Areas? Yes No NIA C. Is exterior wall insulation shown? Yes No N/A A. Are all appropriate charts and tables shown? Yes No N/A D. Is exterior wall finish shown? Yes No NIA B. Art,all appropriate requirements circled or highlighted? Yes No N/A 8. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Yes No NiA Manual for One-and Two-Family Dwellings,High Wind Edition7? Yes--�No N/A B. Is exterior sheathing(type and thickness)shown? Yes No N/A A. Are all appropriate charts and tables shown? Yes:51 ,No NIA *C. Are nailing requirements(size and spacing)shown? Yes No N/A W B. Are all appropriate requirements circled or highlighted? Yes No N/A (FBC Table 2306.1) D. Is exterior wall finish shown? Yes V"No NIA 15. Does bedroom open directly into garage? Yes No%e"NIA E. Is interior wall finish shown? Yes w"No NIA 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bodrooms shown on the application? Yes ,"No N/A grade shown? (FBC 2304.2,S) Yes x./y. N/A G. Are shear wall segments shown? Yes ��o N/A 17. Is Designer's name and address shown on plans? Yes-,/No N/A A. Type of hold-downs shown? Yes N/A 19. Do egress doers and landings comply with FBC 10 12.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes No N/A and FBC 10 12.1.5? Yes /No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes NIA 19. Are habitable rooms shown with the minimum light and ventilation it, Is ceiling type shown,drywall thickness? Yes '�'Noo N/A requirements of FBC 1203.1? Yes An NIA 12. RoofFraming 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes I-N. N/A wind load requirements for components and cladding per FBC 1606? Yes "No N/A B. Are conventional fi-amc rafters used? Yes No N/A 21. Does floor plan show fireplace? Yes No NIA I. Rafter size shown? Yes No NIA 22. Are stair details shown? Yes No N/A 2. Species of lumber shown? Yes No N/A A. Is minimum stair width shown? (FBC Table 1004) Yes No N/A 3. Grade of lumber shown? Yes No N/A B. Are tread and riser sizes shown? (FBC 1007.3) Yes No N/A C. Type of roof sheeting shown? Yes �;NN,o N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes No N/A,�,- I Thickness of roof sheeting shown? Yes 0 NiA D. Are required landing shown? (FRC 1007-4)? Yes No NIA 2. Grade of roof sheeting shown? Yes NIA E. Is required headroom clearance shown? (FBC 1007.4) Yes No N/A 3. Nailing pattern of roof sheeting shown? Yes No N/A 23. If floor plan shows mixed construction,ake mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes No N/A D. Weight of Dry-in felt shown? Yes*�,/No N/A 24. If required,are tenant separations shown? Yes No NIA E. Type of roof cover shown? Yes L,"No NIA A. Duplex (FBCTable-704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes w""No N/A 25. Are all columns and beams shown for porches and lanais? Yes No N/A 2. Attachment of tile roof shown? Yes No N/A I.-' A. Are column type,size and anchorage shown? Yes No N/A (FBC 1507.3.7) B. Are beam type,site,span and anchorage shown? Yes No NtA 3. Other roofcovering and attachments shown? Yes N/A 26. Are all lintel and beam details shown? Yes No N/A. F. Length of roof overhang shown? Yes I No N/A 27. Are engineering details provided for bun glass? Yes No N/A G� Type of soffit and fascia shown? Yes ��ij4o N/A H. Attic ventilation shown? Yes ,"No N/A 1. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes V"No N/A 1. Are engineered truss plans provided showing loads,uplifts and 1. Type and pauge of cave metal shown? Yes No NIA required connections? Ye N/A 2. Are all headers,bearns,girders and interior bearing walls shown? Ye:s�.�PNO. N/A 3. Framed roof. V1. Floor Plan. A. Is rafter plan shown,including size,spacing species, I Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No NIA L/ application? Yes-"No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yesi,/No NIA species,grade of lumber,span and connections? Yes No NIA 3. Are all door and window sizes shown? Yes--No N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency ogress openings shown? Yes -"No N/A grade of lumber and connections? Yes No N/A S. 15 required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes No N/A--' of lumber? Yes No N/A L/ 6. Are all vertical reinforcements shown? Yes No NIA 4, Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes .,,No N/A pattern? Yes /No N/A 8. Are all hold-downs and hurricane anchorages shown? Yes Velio NIA 9. Is required attic access shown? Yes ��o N/A 10. Arc all plumbing fixtures shown? Yes u-,No N/A VIII. Floor Framing. It. Are all electrical fixtures shown? Yes ._,,No NIA 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes V'�Po N/A uplifts and connections? Yes No N/A A. Is air handier and condensor location shown? Yes vew N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes V�No N/A grade of lumber and connections? Yes No N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes,..,'No NIA 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes No N/A Have a 29"net clear door opening and handicap accessible route? (FBC I I-11) Yes%/No N/A ------------ Lo 201 n MAIN //VV 77 Ttwvmn Af -------------- - --------- am 1 rw -Ij tl 'API LbT S L ff 'D l-_X( &_lT THE NORTII�-"'! Y I () TOGETHE_k� A THE 1-Y i L _y TO 1W -AT OF 11 T OF _0T 6, BLOCK" 190, A D I N G I�IQTI CIO.) ;�" c _Q x 34 IT 0 F T�i� T BOOK A S .A'& P-F(6 Cl P LA "UBLIC RECORDS 01' OUVAL _*UNTY, FLO',"'�. C)r 6 11 s Lo� a Hav s 3 'PLn-T- PL. A CX'26 _3zo WAI.4S 3xss A14L, 7—' Z S6 sr I:J7 U'-7-6 u-s L LO 04 4" OAK �i :�Nl 5" Y SWEE OAK 09 5" OAK M RTLE cum V) 0 0 M YR OAK 00 DAY OA K D L 0 OAK 'cl a) OAK OAK' Ln < M z 0 Im co C) c/lK z (n cl) �3 L 0 TE N/A MAP SHOWING BOUNDARY SURVEY OF LOT� 5, LESS AND EXCEPT THE NORTHERLY 10 FEET, TOGETHER WITH THE NORTHERLY 10 FEET OF LOT 6, BLOCK 199, ACCORDING TO THE PLAT OF SECTCON ....K" ATLANTEC IREACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: KEVIN BENNETT. wE,s r m a r s rREE r 0 (50' (RIGHT—Of WA Y) 112" L.B.1704 b tn 4:14 LOT 4 611 BLOCK 199 OU 0 102' (R) W-4 101.96 .(m) 112 IREBA R b 112'REBAR L4 I I ASSOC. ASSOC.SUR. L.B.5488 L.H.5488 Ln LOT 5 00 BLOCK 199 0 ch IIAR in 112'REBAR LZ 112REBAR ASSOC.SUR. I Al-.�uu.aurr. 00 L.B.5488 L.B.5488 10 102.00' (M) 102.00' (R) 0 u 0 LOT 6 /,---BLOCK 199 ,q E Y 0 41ENERAL N0TE9l 1. ANGLES ARE SHOWN FOR THIS SURVEY. 2.THE PROPERTY THUS SHOWN HEREON LIES "THIN FLOOD ZONE X AS BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO--!— DATED04-17-1989. A330CIATED SURVEYORS INC. 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. 4.JJRISDICTIONAL AND R ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT SURO 3846 BLANDING BOULEVARD LOCATED BY THIS Y. JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE s 904-771-6468 PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, 0 COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL. 0 CERTIFICATE OF AUTHORIZATION NO. LB 0005488 6.UNLESS OTHERWISE STATED ALL [RON PIPES FOUND HAVE NO IDENTIFICATION. s s v 7.NOT VALID WTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLOP40A LICENSED SURVEYOR AND MAPPER. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LEGENDIAMNIEVIATIONG DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL 10 SET IRON PIPE OR REBAR P.C. - POINT OF CURVE COlV'D = COVERED STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER "ASSOC.SURVEY' OR L.B.5488 , P.T. = POINT OF TANGENCY CH = CHORD 61G17-6 FL IDA A MINI w"Inl �ODE-- CHAPTEIR 472, F.S. 0 FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE 2 FOUND CONCRErE MONUMENT (C.M.) P.C.C. - POINT OF COMPOUND CURVE X CROSS CUT OR DRILL HOLE C/L = CENTER LINE RVW RIGHT OF WAY BY: (R) =RECORD (M) = MEASURED CONC. - CONCRETE BUILDING TIE CHARLES B. HATCHER FLORIDA CErIFICATE NO. 37 R -RADIUS L = ARC LENGTH A\C =AIR CONDITIONER (E.T.) = EAVE TIE CHARLES L. STARLING FLORIDA CEPTIFICATE NO. 4579 O.R.B.=OFFICIAL RECORD BOOK W -WATER METER %49,= UTILITY POLE RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 O.R.V. -OFFICIAL RECORD VOLUME P.EQ. -POOL EOUIPMENT --*= GUY ANCHOR P.R.M.=PERMANENT REFERENCE MONUMENT -O.U.--OVER HEAD UTILITIES JOB NO. 28963B DATE ;0-02-2001 B.R.L. -BUILDING RESTRICTION LINE X—X CHAIN LINK FENCE E.T. =ELECTRIC TRANSFORMER ilk PAD IN VARE FENCE E.B.= ELECTRIC BOX SCALE: 1 20' DRAFrER .7itM J.E.A. =JADWIVILLE ELECTRIC AUnOrry I D---0 WOOD FENCE BTN. -BETWEEN X-REFERENCE NO. 288209 FORNI 60! W 41 F-LORIDA ENERGY EFFICIENCY CODE I t FOR BUILDING CONSTRUCTION 4-, Florida Department of Commiunity Affairs -mance Method A ResidentianAlhole Building Perfoi Project Name: 1488 Builder: QUALITY REMODELIN AN Address: A Permialing Office: City, State:, Perrnit Number: Owner:. KEVINSENNETT Jurisdiction Number: Climate Zone: North 1. Now constructim existin- New 12. Cooling systems A44 2. Sinalpi5ailli!yori olti-family Single 11amily a. CC1111-:11 Unit Cap:29.2 kBiu/hr' — 3.- Nurnber.9f Units, if Multi-faillily SEER: 10.00�` — 4.- Number of Bedrooms 4 1). N/A 5.- Is this a worst case-! yes 6 Conditioned floor area OF) 1.19-41,12 c. N/A Class area&typc a. Clear-single pane 0.0 ft, 13, licaling systenis b.Clear-double panc 157.0 fj2 a. Elea ic I leal Pump Cap:29.0 k13tu/Itr-1' TintQler S,C/Sl 10C-sin-,4:palle 0.0 1112 11 SPF:7.20 -7 7 d.Tint/other SC/Sl IGC-double pane 0.0 C12 b.N/A 8." Hoortypes -Cn-G ation a Slab rade Edge Insul. 0.0, 197.0(p)il c. N/A b.1� c. 1, 9. "Vall lypes 13--clit': PCsislance Cal):50.0 anflons a. Fmille,Woo�,Exterior ! IA, 1023.0 112 LI::0.86' b. I-ranw,Wood,Adjacent 1.0,358.0 ft' b. N/A c. 14/A d.NIA c. Consei ation credits (I IR-I leia recovery,Solar 10, C��iling types Dill'-Dedicated heat pump) a. UnderAttic I 30.0, 1505.OfC 15. 1 IVAC credits b.Under Attic 19.0, 122.0 W (CF-Ceiling fan,CV-Cross ventilation, c. HF-WhOIC IIOLI'W l'U11, a. S,Ap:Unc. Ret:Unc. All:Garage �ip. R-6.0, 1.0 11 Rb-Aulc radiant barricr, b.INI/A W-C-Mullizolle Cooling, Mz-1 I-Militizone heating) U, Total as-built points: 22569.00 iT.Glass/Floor Area: 041 PASS Total base points: 23804.00 Ji4 I.hereby certify that the plans and specifications covered Review of the plans and .1 0i ,I,-, , �, , I I I T4 by this calculation,are in compliance With Ille Florida Specifications covered by this �vIVIE S 0 EnergV"Code. Calculation indicates compliance with the Florida Energy Code. E- PR PARED,BY Before construction is completed 0 DATE: /7 —51_04�) this building will be inspected for t, I here6y c6rtiiy�tha't thi's building, as designed, is in compliance with Section 553.908 complian66'with th� Florida Energy Code. Florida Statutes. I A OWNERIAGENT: BUILDING OFFIC L .........0 DATE:: DATE: E -gyGaugeo (Version: FLRCNA-200) nei F0�1) 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details PERMIT#: BASE AS-BUILT GLUASS TYPES .18 F18 X Conditioned X 6SPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points .19 1484.0 33.06 $829.6 Double,Clear NE 1.0 7.0 20.0 26.72 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 0.96 655.5 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 WAI rYPES 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 E)derior 1023.0 1.70 1739.1 Frame,Wood,Adjacent 11.0 358.0 ).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 z3PM Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 E)derior 20,0 6.10 122.0 Adjacent Wood 18.0 2.40 43.2 Bass Total: 38.0 165.2 As-Built Total: 38.0 125.2 EILING 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 Slab 197.0(p) -37.0 -71,89.0 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: INFILTRATION Area X BSPM Points Area X SPiA Points 1484.0 10.21 15151.6 1484.0 10 15151.6 EnergyGaugeS DCA Form 60OA-97 EnergyGaugeG,/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM Points Overhang 4 Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Points .18 A 1484.0 9.76 2608.4 Double,Clear NE 1.0 7.0 20.0 13.40 1.00 267.8 4 .0 X Double,Clear E 1.0 7.0 5.0 9.09 1.01 6 Double,Clear S 1.0 7.0 5.0 4.03 1.01 2 20.3 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 1109.8 Double,Clear SW 1.0 6.0 15.0 109.8 7.17 1.02 Double,Clear sw 1.0 6.0 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 14.03 1�01 70.6 Double,Clear NW 1.0 6.0 20.0 14.03 100 280.6 Double,Clear NW 6.0 7.0 36.0 14.03 .02 516 4 As-Built Total: 157.0 WALL TYPES Area X BWPM Points Type R-Value Area X ::'M Points Adajoe.nt 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 �.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 M Points Adjaqent 18.0 11.50 207.0 Exterior Insulated 20.0 40 168.0 Exterior 20.0 12.30 246.0 Adjacent Wood 18.0 �.50 207.0 Base Total:",��, 38.0 - 463.0 As-Built Total: 38.0 375.0 CEILING TYPESArea X BWPM Points Type R-Value Area X PM 'Points Under Attic 1488.0 1.20 1785.6 Under Attic 30.0 1505.0 1.20 100 244.0 Under Attic 19.0 122.0 - Base Total: 1488.0 1785.6 As-Built Total: 1627.0 2050.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X PM Polots Slab 197,0(p) 8.9 1753.3 Slab-On-Grade Edge Insulation 0.0 197.0(p) i.80 6 Raise d 0.0 0.00 0.0 Base Total: 1753.3 As-Built Total: 3703.6 INFILTRATlOf' ea X BWPM Points Area X ?M PoInts 1484.0 -0.59 -875.6 1484.0 ).59 75.6 'A Form 60OA-97 EnergyGauge(D/FlaRES'97 FLRCNA-200 EnergyGaugeS 0 4 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�O 50.0 0.86 4 1.00 2809.86 1.00 _11239.4 As-Built Total: 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 23803.51 5294.9 6034.5 11239.4 22568.9 PASS #1 J, 0 ', IV vq% 4, 00 z 4t, �A EnerqyGaugey"DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: Base.bld 12/l/00Z For: QUALITY REMODELING AND FRAMING (KEVIN BENNETT) By: AIR FLOW DESIGNS 5615 ST.AUGUSTINE RD. JACKSONVILLE FL 3220'? (904) 398-0831 Job# Wthr Jacksonville AP FL gg- Zone Entire House WIN'TER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 DLgF Outside db: 97 Deg F "P, Inside db: 72 DegF Inside db: 78 Deg F Design TD-. 40 DegF Design TD: 19 Deg F Daily Range M Rel.Hum, 55 % Grains Water 37 gr 4`�11 BEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg.Heat Loss 31482 Btuh Structure 17667 Btuh Ventilation Air 262 CFM Ventilation 2278 Btuh VentAirLoss 11528 Btuh Design Temp. Swing 3.0 Deg F i Design Heat Load 43010 Btuh Use Mf`g.Data n Rate/Swing Mult. 1.00 INFILTRATION Total Sens Equip Load 19946 Btuh -ENT COOLING EQUIP LOAD SIZING Method Simplif ied LAI Construction Quality Average Fireplaces I Internal Gains 1265 Btuh Ventilation 2742 Btuh HEATING COOLING Infiltration 2744 Btuh Area(sq.ft.) 1484 1484 Tot Latent Equip Load 6751 Btuh Volume(cuft) 13059 13059 -lour Air Changes/I 1.2 0.5 Total Equip Load 26697 Btuh Equivalent CFM 262 109 '44 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/EERISEER 10.00 'Heating Input 0 Btuh Sensible Cooling 0 Btuh I Heating Output 29000 Btuh Latent Cooling 0 Btuh A jeating Temp Rise 26 DcgF Total Cooling 28200 Btuh Actual Heating Fan 1000 CFM Actual Cooling Fan 1000 CFM Ht Air Flow Factor 0.032 CFM/Btuh t IAPP Clg Air Flow Factor 0.057 CFM/Btuh SThermostat Load Sens Heat Ratio 82 pace MANUAL J:7th Ed. RIGHT-J:VI 3.0.11 S/N 117 8 6 ,0-01 Printout certified by ACCA to meet all requirements of Manual Form J Base Job4 Zoiie: Entire House 12/1/00 MANUAL 1:7th Ed. RIGHT-J: 3.0.11- SIN 11786 WIC', 1 NameofRoorn Entire House MBR MBTH ��,; 2 RunningFt.Exposed Wall 178.0 Ft. 4 3.0 Ft. 8.0 Ft. 5.0 Vt. 0.0 x 0�0 FL 3 Room Dimemsions,Ft. 0.0 t. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. heat/cool 4 Ceilngs,Ft Condit.Option 8.8 heat/cool d 10.0 heat/cool 8.0 heat/cool 8.0 TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg CIg Length I Itg Clg Length Htg Cig Length Ht$ cis 128() a 12C 3.6 2,( 260 64 40 5 Gross 0 Exposed b 14B 5.8 2.2 0 U 0 Walls and c 12H 2.4 1.4 0 0 0 0 Partitions d 13C 1.4 1.3 350 170 0 0 0 0*0* e 13H 1.1 0.8 0 0 0 f 0.0 0.0 0 0 01 0 6 Windows and a 11 38.2 121 4627 20 765 6 229 0 0 0 00* Glass Doors b BF 38.2 36 1377 0 0 0 0 0 liesting c 9H 22.0 0 0 0 0 0 0 0*0* d 7L 26.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 f 0.C) 0 0 01 0 01 0 0 7 Windows and North 16.0 5 80 0 0 0 0 0 0 Glass Dom NEINW 33.0 41 1353 20 660 6 198 0 0 Cooling DW 46.0 5 230 0 0 0 0 0 0 SE/Sw 40.0 106 4240 0 0 0 0 0 0 0 0 0 0 0 0 0 0 South 0.0 0 0 0 0 0 Horz 0.01 0 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 9 Net a 12C 3.6 2.0 1103 3971 2244 240 864 488 58 209 119 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 01 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 01 0 01 0 0 0 e 13 1.1 0.8 0 0 0 0 0 0 0 0 0 0 f, 0.0 0.0 0 0 0 G 0 0 01 0 0 0 0 0 10 Ceilings a 16G 1.3 1.4 13 1843 1981 168 222 238 64 84 91 40 53 57 96 f b 16D 2.1 2.3 122 259 278 22 47 50 0 0 0 0 0 - 01 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 I I Floor$ a 22A 32.4 0.0 178 5767 0 43 1393 0 8 259 0 5 162 0 0 0 0 0 0 0 0 0 0 0 0 0 b120G 2.8 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltnition a 65.1 12.9 177 11515 2279 20 1301 258 6 390 77 0 0 0 13 Subtat Btuh Loss-6+8..+11+12 29983 4821 1172 359 14 Duct Btuh Loss 5% 1499 5*N 241 51/1 59 58/4 18 00*0 5062 1231 377 15 Total Btuh Loss 13+14 31482 16 Int.Gains: People @ 300 6 1650 2 600 0 0 0 0 Appl. 1200 1 1200 0 0 0 0 17 Subtot RSH Gain=7+8..+12+l6 16061 2508 484 138 18 Duct Btuh Gain 1606 101/, 251 1 48 10%, 14 1 9 Total RSH Gain=(]7+1 8)*PLF 1.00 1 7667 1.00 2759 1.00 532 1 00 152 100() 156 39 30 20 CFM Air Required 1000 161 12 Printout certified by ACCA to meet all requircirients of Manual J Forai Base Job# Zone. Entire House 12/1/00 MANUAL J:7th Fd. RIGHT-J: 3.0.11- S/N 11786 I Name of Roorn BT112 NOOK KI'r DIN 2 RunningFt-Exposed Wall c'.0 Vt. 10.0 Ft' 2E.0 vt. Ft. 3 Room Dimensions,Ft. 0.0 x 0.0 Ft. O.c X 0.0 Ft. 0.0 X 0.0 Ft. x Ft. 4 Ceilings,Ft Condit.Option 8.0 ,heat/cool 10.0 !'e'lt/cool 10.0 1 heat/cuoi TYPEOF CST 1ITM Area Btuh Area thuh Area Btuh Area Btuh E'POSURE NO. lltg Clg. Length litg Ctg Length I 1tg Clg Lcngth [ftg C(g l.ength Ht9 CIS 5 Gross a 12C 3.6 2.0 48 10(� EVosed b 14B 5.8 2.2 0 0 0 Walls and c 12H 2.4 1.4 0 () () Partitions d 13C 1.4 1.3 0 0 180 e 1311 1.1 0.8 0 0 f 0.0 0.0 0 0 6 Windows and a 11 38.2 5 191 20 765 0 0 Jr. Glass Doors b 8 F 36.2 0 0 0 36 1377 Hewing c 911 22.0 0 0 C) 0 0 d 7L 26.0 0 0 0 0 0 0 ().0 e 0 0 0.() 0 0 f 0 0 0 0 7 Windows and North 16.0 0 0 0 0 Glass Doors NFIMV 33.0 0 0 0 0 Cooling EAV 46.0 C) 0 0 0 SE/SW 40.0 200 800 36 0 0 South O.D 0 0 0 florz 0.0 0 0 0 8 Other doors a 11E 7.6 4. 0 0 0 0 0 0 0 b 10A 22.4 12.7 0 0 0 0 0 0 0 9 Net a 12C 3.6 2.0 43 15�, 8'1 163 64 230 130 E.Vosed b 14B 5.8 2.2 0 0 0 0 0 0 Walls and c 1211 2.4 1.1 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.3 0 0 0 0 0 1 a 243 227 e 1311 1.1 C).8 0 0 0 0 0 0 0 Z V f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilin&% a 16G 1.3 1.4 46 63 68 1GO 211 227 144 190 204 b 16D 2.1 2.3 0 0 0 21 47 50 28 59 64 c 0.0 0.0 0 0 0 0 0 0 0 I I Floors a 22A 32.4 0.0 6 19 1 0 1 324 a 28 907 0 h 20G 2.8 1.1 0 0 1 0 o 0; 0 0 0.0 0.0 0 0 0 0 0 0 0 0 c 12 Infiltration a 65.1 12.9 5 325 6.4 20 1301 258 36 2342 464 13 Subtot Btuh 929 2936 5349 14 Duct Dub Loss 46 147 5*N 267 15 Total Btuh Loss=13+14 5616 9-7 S 3083 16 Int.Gains: People @ 300 0 0 0 0 0 Appl. @ 1200 0 11100 0 17 SubtotRSHGain=7+8-+I2+]6 420 - 269, 2529 18 Duct Blub Gain 41) iou 270 1 0111� 253 19 Total RSII Gain�(l 7+18)*IILF 1.00 4 G'-' 1.ou 1.00 2782 2 CFM Air Required 31 26 178 157 n' Primout certified by ACCA to 111CCt all requirements of Mainital.J Forin M Q0 Ln 'go/ At MAIN vao - - --------- WA" Lo Project NAME: 4-199 MAIN STREET Lot: 4-199 Subdivision: MAIN STREET County: Duval Building Code:FBC2001 Computer Program Used MiTek 5.0 s General Truss Design Loads Gravity-Roof: 42 psf Total Load WInd:1 20 mph from ASCE 7-98 Individual Truss Drawings Show Special Loading Conditions This package includes 24 truss design drawings with individual date of design. With my seat affixed to this sheet, I hereby certify that this serves as an index sheet in conformance with Rule 61 G1 5-23,002(2)and 61 G1 5-31.003 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 4746 SUTTON PARK COURT,SUITE 402,Jacksonville,Fl.32224 904-821-5200 TRUSS PLACEMENT PLAN 0202642 ROOF PLACEMENT PLAN NO TRUSS ID# DATE I 0202642-CJ1 11/23/02 2 0202642-Jl 11/23/02 3 0202642-J2 11/23/02 4 0202642-J3 11/23/02 5 0202642-J4 11/23/02 6 0202642-TI 11/23/02 7 0202642-TlO 11/23/02 8 0202642-Tll 11/23/02 9 0202642-T12 11/23/02 10 0202642-Tl 3 11/23/02 11 0202642-T14 11/23/02 12 0202642-T2 11/23/02 13 0202642-T3 11/23/02 14 0202642-T4 11/23/02 15 0202642-T5 11/23/02 16 0202642-T6 11123/02 17 0202642-T7 11/23/02 18 0202642-T8 11/23/02 19 0202642-T9 11/23/02 20 0202642-VCJ2 11/23102 21 0202642-VJ4 11/23/02 22 0202642-VJ5 11123/02 23 0202642-VJ6 11/23/02 24 10202642-VJ7 11/23/02 ROOF TRUSSES 0202642 PROFILE QTYJ PITCH TYPE BASE PLY TOP I BOT ID O/A REACTIONS GIRDER 09-10 Joint 2 Joint 4 Joint 6 0�10�13 09_ _13 _10:1 1 4.24 0.00� Cil 13 41 3.6 tbs. 142.4 tbs. 354.9 tbs. -642.2 tbs. -295.5 tbs. -359.9 tbs. JACK 05-00-00 Joint 2 Joint 3 Joint 4 00� 11 05-00-00 298.1 2 6.00� 0. tbs. 115.9 tbs. 71.9 tbs. JACK 03-00-00 Joint 2 Joint 3 Joint 4 2 6.00� 0.00� J2 03-00-00 223.7�bs. 52.3 tbs. 41.9 tbs. -281.2 1 -168.3 tbs. 0.0 tbs. 0.00� JACK 01-000:000 Joint 2 Joint 3 Joint 4 J. 2 6.00 3 0 11- 0 0 1174.8 tbs. 100.1 tbs. 14A tbs. -315.0 tbs. -31.6 tbs. 0.0 tbs. 0.00� JACK 0;:00:000 Joint I Joint 2 Joint 3 Joint 4 7 6,00 J4 0 00 0 390.6 tbs. 556.5 tbs. 144.7 tbs. 101.9 tbs. -143.2 tbs. -810.0 tbs. -343.7 tbs. 0.0 tbs. GIRDER 32 2:0000:0000 Joj8n9t32.6 Joint 10 2 PI .00 3.001 T1 3 2 tbs, 2893.6 tbs. 1 -2250.7 Ibs� -2250.7 tbs. SPECIAL 32 0 0-00 Joint 2 Joint 10 :0 il 6�003.0(G� TIO 32 10-00 1 tbs. tbs. 1415. 1415.2 0000 Joint 9 SPECIAL 32:00:00 Joint 2 6.00� 3.001 T11 32 1415.1 tbs. _1415 2 tbs. 1 -1519.2 tbs. 1519'.2 tbs. SPECIAL 32-00-00 1 Joint 2 Joint 10 1 6.00� 3.00� T12 32-00-001 _1415.1�bs. 1415.2 tbs. 1477.5 1 -1477.5 tbs. SPECIAL Joint 2 Joint 9 1415.1 tbs. 1415.2 tbs. -1433.8 tbs. -1433.7 tbs. DER 32-00-00 Joint 2 Joint 10 14 32-00-00 2893.6 tbs. 2893.6 tbs. 1 -22503 tbs, -2250.8 tbs. SCISSOR HI 322:00-00 Jo nt 2 Joint 1 6.001 3.00 T2 3 00_00 IiIII15.1 tbs. 141592 tbs. -1433.8 tbs. -1433.8 tbs. 1!�� 3SOR HI 32-00- -int 2 Joint 10 T3 1 6.00 3.001 32-00-0000 J1415,11 tbs 1'415 2 tbs -1477*.S tbs' -1477'5 tbs'. 6.00� 3.00� SCISSOR HI 32:00:00001 Joinit.2. Joint 9 T4 32 00 1 4 1 tbs. 1415.2 -1515.6 tbs. _-1515.6 I PIGGYBACK 32-00-00 Joint 2 Joint 11 1 TS 32-00-00 1415.1 tbs. 1415.2 tbs. -1548.0 tbs. -1543.0 tbs. SCITS6SOR 32-00-00 Joint 2 Joint 10 0"'t 300 5 7 1 6.00 O�1415.1 Ibs. 1415.1 t. 15 1 .1 -1562.2 1 bs. ----1562.2 bs._ SPECIAL 32 2:0000:00001 16;1.2. Joint 1.1 2 � 6.00� 3.00� T7 3 1 5 tbs. 1745 2 tbs. -1284.1 tbs. -2229.7 tbs. SPECIAL 3 nt 1 1 Joint 16 2:0000:0000 J`=tbs 1294.7 tbs. 3 � 6.00�� 3.00� T8 32 -2076.6 tbs'. -1724.1 tbs. ROOF TRUSSES 0202642 PROFILE CITY PITCH TYPE BASE y TOP 130T ID O/A REACTIONS E SPECIAL 32-00-070 Joint 2 Joint 9 4 r..00 3.00� TS 1415.1 lbs. 1415.2 lbs. -7n -.1562.2 lbs� -1562.1 tbs. GIR!�)11::1::l! 09-10-13�Joint 2 Joint 4 Joint 6 24� 2.12� VCJ2 09-10-131 514.2�bs. 65.9 lbs. 322.5 lbs. -746.6 lbs. -152.7 lbs. -465.3 lbs. INVERTED 07-00-00 Joint 2 Joint 4 Joint 5 13 6.00 3.001� VJ4 07-00-00 377.9 lbs. 44. lbs. 230.5 lbs. -430.1 lbs. -10409 lbs. -277.4 lbs. INVERTED 05-00 -int 2 Joint 3 Joint 4 5 � 6 6.001 3.00 VJ5 05-00:0000IJ 3 7 3 lbs. 118.9 lbs. 9.7 1 bs. -429.4 lbs. -213.2 lbs. 0.0 lbs. JACK 03-00-00 Joint 2 Joint 3 Joint 4 6.00� 3.00� VJ6 03-00-00 223.7 lbs. 52.3 lbs. 41.9 lbs. -279.2 lbs� -170.3 tbs. 0.0 lbs. JACK Cll-00-00 Joint 2 Joint 3 Joint 5 6 6.00 3.00� VP 01-00-00 173.5�bs. 93.1 lbs. 18,8 lbs. _308.0 bs. -32.2 lbs. 0.0 lbs. Qty I Job russ Truss Type Ply 4-199 MAIN STREET 0202642 Cil ROOFTRUSS 1 TRUE TRUSS I I NC.,i SV (opt �\�LLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 12:59:-41 20-02 -1-10-10 5-2-5 9-9-10 9-1P r13 1-10-10 5-2-5 4-7-5 0-1-3 Sule 19.2 4 10 2x4 4 24 71-2 3 d 9 0 2 11 12 13 7 6 3.4 4.5 3-5-4 0-0-0 0-0-0 5-2-5 9-10-13 5-2-5 4-8-8 Plate 0 [2:0-3-0,0-0-1] LOADING(pso SPACING 2-0-0 CS1 DEFL in (loc) I/defi PLATES GRIP TCLL 20,0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.27 2-7 >428 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.52 2-7 >221 BCLL %0 Rep Stress I ncr NO WB 0.25 Horz(TL) -0.01 6 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:40 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.213 TOPCHORD Sheathed or 6-0-0 oc purlins. BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 6-8-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=414/0-4-15,6=355/Mechanical,4=142/Mechanical Max Horz2=413(load case 2) Max Uplift2=-642(foacl case 2),6=-360(load case 3),4=-295(load case 3) FORCES (lb)-First Load Case Only TOPCHORD 1-2=34,2-8=-463,8-9=-485,3-9=-439,3-1 0=-74,4-1 0=37,4-5=-3 BOTCHORD 2-11=455,11-12=455,12-13=455,7-13=455,6-7=0 WEBS 3-7=-502 NOTES (5-7) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 642 lb uplift at joint 2,360 lb uplift at joint 6 and 295 lb uplift at joint 4. 4)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 27.11b 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. 5)Use SIMPSON LS30 to attach CJI to HIP GIRDER. 6) 7)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 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION,ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Except: 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plo Vert:1-5=-54.0,2-6=-30.0 Concentrated Loads(lb) Vert:8=1 74.0 9=9.3 1 0=-1 18.9 11=21.2 12=-1 4.2 13=-54.2 2)MWFRS Wind Left:Lumber Increase=1,60,Plate lncrease=1.60 Uniform Loads(plf) Vert:1-2=108.0,2-3=99,3,3-4=73.7,4-5=37.1 Continued�RrQL,22-116.4,2-3=-1 07.7,3-4=-82.1,4-5=-45.5 -7 Job Truss Truss Type Qty 4-199�MAIN STREET �0202642 CJ1 ROOFTRUSS (optional) TRUE TRUSS INC.,JACKSONVILLE FL, 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 12:59:42 2002 Page 2 LOAD CASE(S)Standard Except: Concentrated Loads(lb) Vert:8--102.8 9=92.5 1 0=231.2 11=-9.4 12=-27.1 13=-47.1 3)MWFRS Wind Right:Lumber Increase=1.60,Plate lncrease=1.60 Uniform Loads(plf) Vert:1-2=37.1,2-3=73.7,3-4=99.3,4-5=108.0 Horz:1-2=-45.5,2-3=-82.1,3-4=-107.7,4-5=-1 16.4 Concentrated Loads(lb) Vert:8=-102.8 9=92.5 10=2311.2 11=-9.4 12=-27.1 13=-47.1 4)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate lncrease=1.60 Uniform Loads(plf) Vert:1-2=1 08.0,2-3=99.3,3-4=63.4,4-5=26.8 Horz:1-2=-1 16.4,2-3=-1 07.7,3-4=-71.8,4-5=-35.2 Concentrated Loads(lb) Vert:8=-1 02.8 9=92.5 1 0=231.2 11=-9.4 12=-27.1 13=-47.1 Job Truss Truss ype Qty Ply 14-199 MAIN STREET �0202642 J1 ROOFTRUSS 12 1 I I �(ootional) 9-,r,-R J TRUE TRUSS INC.,JACKSONVILLE FL. 3223rb-�iTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 118-.&%42 2002 Page 1 -1-4-0 i 5-0-0 1-4-0 5-0-0 Swie 1 112 6.Do FIT 2 4 2-5-8 0- 0-0-0 2.4 5-0-0 5-0-0 LOADING(pso SPACING 2-0-0 CS1 DEFL in (loc) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0,44 Vert(LL) -0.03 2-4 >999 Mf120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0,14 Vert(TQ -0.17 1 >109 BCLL 10.0 Rep Stress Incr YES WB O�00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) I st LC LL Min I/defi=240 Weight:18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 5-0-0 oc;purlins. BOT CHORD 2 X 4 SYP No.21D BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=116/Mechanical,2=298/0-3-8,4=72/MechanicaI Max Horz2=293(foad case 5) Max Uplift3=-300(load case 5),2=-304(load case 4) FORCES (lb)-First Load Case Only TOPCHORD 1-2=33,2-3=42 BOT CHORD 2-4=0 NOTES (4) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=11.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capabie of withstanding 300 lb uplift at joint 3 and 304 lb uplift at joint 2. 4)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 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 4-199 MAIN STREET 10202642 J2 ROOFTRUSS 2 1 I(optional) 1-5-8 TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek lndbs�jbs,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 2�16.:'&9:42 2002 Page 1 -1-4-0 3-0-0 1-4-0 3-0-0 6,00 F1—2 2 4 1-5-8 0-0-0 0-0-0 2M 3-0-0 3-0-0 LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) I/defi PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.00 2-4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TQ 0.04 1 >450 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TQ -0.00 3 n/a BCOL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Ildefl=240 Weight:12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOPCHORD Sheathed or 3-0-0 oc;purlins. BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 1 G-0-0 oc;bracing. REACTIONS (Iblsize) 3=52/Mechanical,2=224/0-3-8,4=42/Mechanical Max Horz 2=1 86(load case 5) Max Uplift3=-1 68(load case 5),2=-281(load case 4) FORCES (lb)-First Load Case Only TOPCHORD 1-2=33,2-3=-47 BOT CHORD 2-4=0 NOTES (4) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O,Opsf,,occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 168 lb uplift at joint 3 and 281 lb uplift at joint 2. 4)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 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job Truss Truss ype Qty Ply T4-i 0 1 0-5-8 0:202642 IJ3 ROOFTRUSS 2 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. %Offis Sep 4 2002 MiTek Industries,Inc. Fri N8yA 112:59:42-2002Page I 3 -1-4-0 1-0-0 1-4-0 1-0-0 Scale 15 6 2 S.00-f2- 4 0-5-8 0-0-0 0-0-0 1-0-0 1-0-0 LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) I/defi PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) -0.00 2 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.03 1 >638 BCLL 10.0 Rep Stress Iner YES WB 0.00 Horz(TL) 0.00 3 n1a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defi=240 Weight:6 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 1-0-0 oc purlins. BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) 3=-32/Mechanical,2=175/0-3-8,4=14/Mechanical Max Horz 2=1 15(load case 4) Max Uplift3=-32(load case 1),2=-315(load case 4) Max Grav3=100(load case 4),2=175(load case 1),4=14(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=32,2-3=-41 BOT CHORD 2-4=0 NOTES (4) 1)Wind:ASCE 7-96 per FBC2001;120mph;h=20ft;TCDL=4.2pst,BCDL=O.Opsf,occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=11.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 lb uplift at joint 3 and 315 lb uplift at joint 2. 4)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 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job Truss Truss Type aty �F31Y 14-199 MAIN STREET 0202642 J4 ROOFTRUSS 7 1 TRUETRUSS]NC.,JkeK-I%NVILLE FL,)_a �(optional) ov 22 1 3 2002 Pagel _V26,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri N .1-P-0 -1-3-12 7-0-0 0-0-4 1-3-12 7-0-0 3 Sol. 1:17.3 B.DO�12 4 -7 3-5-8 0-0-14 0-0-0 7-0-0 7-0-0 Plate Offsets(X,Y): (2:0-1-4,0-1-81 LOADING(pso SPACING 2-0-0 CS1 DEFIL in (toe) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LQ -0.11 2-4 >776 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TQ -0.16 2-4 >517 BCLL 10.0 �RepStresslncr YES WB 0.00 Horz(TQ -0.00 3 n/a C � BCDL �5*.0 Code FBC2001 (Matrix) 1 st LC LL Min Ildeft=240 Weight:24 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 6-0-0 oc purlins. BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=-143/Mechanical,3=145/Mechanioal,2=556/0-3-8,4=102/MechanicaI Max Horz 2=420(load case 5) Max Upliftl=-143(load easel),3=-344(load case 5),2=-810(load case 5) Max Gravi=39i(load case 5),3=145(load case 1),2=556(load case 1),4=1 02(load case 1) FORCES (lb)-First Load Case Only TOPCHORD 1-2=90,2-3=50 BOT CHORD 24=0 NOTES (4) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=C.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 lb uplift at joint 1,344 lb uplift at joint 3 and 810 lb uplift at joint 2. 4)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 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job russ Truss Type Qty �Ply 4-199 MAIN STREET 0202642 T1 ROOFTRUSS 1 2 TRUE W �(optional) &S INC.,JACKSONVILLIff FL. 32226,MiTek-Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 12:59:48-�982 Page I 4-4-01 4-5-4 1 7-0-0 1 11-6-14 16-0-0 20-5-2 25-0-0 27-6-12 1 32-0-0 �3-4-9 1-4-0 4-5-4 2-6-12 4-6-14 4-5-2 4-5-2 4-6-14 2-6-12 4-5-4 1-4-0' Scale=1:577 4A 2A 11 U8 2x4 11 W 4 5 US 6 00 FI-2 45 3 T-f- 2 18 17 16 is 14 13 12 S 4�12 7�8 3x4 3A 7x8 US U4 7x8 402 3.00FI2 0-0-0 0-0-0 1 4-3-8 7-0-0 1 11-6-14 1 16-0-0 20-5-2 25-0-0 27-8-8 32-0-0 4-3-8 2-8-8 4-6-14 4-5-2 4-5-2 4-6-14 2-8-8 4-3-8 ��2-41,[15:0-4-0,0-4-81 LOADING(psf)l SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 20,0 Plates Increase 1.25 TC 0.74 Vert(LL) 0.72 15 >527 M1120 249/190 TCDL 7,0 Lumber Increase 1.25 BC 0.37 Vert(TQ -0.73 15 >524 BCLL 10.0 Rep Stress Incr NO WS 0.43 Horz(TL) 0.33 10 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:368 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 4-0-15 oc;purlins. BOTCHORD 2 X 6 SYP DSS *Except* BOTCHORD Rigid ceiling directly applied or 6-6-5 oc bracing. B2 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=2894/0-3-8,10=2894/0-3-8 Max Horz 2=1 83(load case 5) Max Uplift2=-2251(load case 4),1 0=-2251(load case 5) FORCES (lb)-First Load Case Only TOPCHORD 1-2=17,2-3=-1 0872,3-4=-7390,4-5=-8922,5-6=-8922,6-7=-8922,7-8=-8922,8-9=7390,9-1 0=-10872,10-11=1 7 BOTCHORD 2-18=9966,17-18=9341,16-17=6685,15-16=9648,14-15=9645,13-14=6685,12-13=9341,10-12=9966 WEBS 3-18=2670,3-17=-2986,4-17=1418,4-16=2542,5-16=-512,6-16=-832,6-15=289,6-14=-828,7-14=-512,8-14=2542 ,8-13=1418,9-13=-2987,9-12=2670 NOTES (8) 1)2-ply truss to be connected together with 1 Od Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 4-I 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. 2)Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 4)Provide adequate drainage to prevent water ponding. 5)Bearing at joint(s)2,10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2251 lb uplift at joint 2 and 2251 lb uplift at joint 10. 7)Special hanger(s)or connection(s)required to support concentrated load(s)346.51b down and 397.1 lb up at 25-M,and 346.51b down and 397.1 lb up at 7-0-0 on top chord. Design for unspecified connection(s)is delegated to the building designer. 8)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 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIS-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241,5200 LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Continued\8R%�g=Z54.0,4-8=-1 17.6,8-1 1=-54.0,2-18=-65.3,12-18=-65.3,10-12=-65.3 job- Truss Truss Type Qty Ply :4-199 MAIN STREET i02O2642 ROOFTRUSS 2 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 12:59:43 2002 Page 2 LOAD CASE(S)Standard Concentrated Loads(1b) Vert:4=-346.5 8=-346.5 0 Truss Truss Type aty Ply '4-199 MAIN STREET 020,2642 T10 ROOFTRUSS 1 o tional TRUE W _b982 Page I &S INC.,JACKSONVILLIz l-L. 32226,MileK Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 12:59:46 1-4-0 4-5-4 8-2-14 12-2-4 15-0-0 17-0-0 21-9-13 26-7-11 32-0-0 1-4-0 4-5-4 3-9-10 3-11-6 2-9-12 2-0-0 4-9-13 4-9-13 5-4-5 1-4-0 Scale 1:57 7 US 5x5 6 7 2x4 11 5 T 8 6.00F12 5.5 4 2�4 3 x 2 7x12 io 6x12 4x8 15 U 13 12 3.0072 20 11 30 US U4 0-0-0 0-0-0 4-3-8 12-2-4 15-0-0 17-0-0 24-2-12 32-0-0 4-3-8 7-10-12 2-9-12 2-0-0 7-2-12 7-9-4 —Plate Offsets—(XYh L6 0-6--0,0-2-81,(7:0--2-8,0-2-41 LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) -0.49 16-17 >783 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TQ -0.70 16-17 >543 BCLL 10.0 Rep Stress Incr YES WB 0.93 Horz(TL) -0.24 10 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:200 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.21) TOPCHORD Sheathed or 2-10-2 oc purlins. BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 3-1-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-17,6-16 REACTIONS (lb/size) 2=1415/0-3-8,10=1415/0-3-8 Max Horz2=325(load case 4) Max Uplift2=-1 548(load case 4),1 0=-1 548(load case 5) FORCES (lb)-First Load Case Only TOPCHORD 1-2=1 6,2-3=-4606,3-4=-4556,4-5=-2146,5-6=-2152,6-7=-1 394,7-8=-1 548,8-9=-2151,9-10=-2334,10-1 1=16 BOTCHORD 2-17=4189,16-17=2463,15-16=42,5-16=-194,14-15=0,13-14=1392,12-13=1746,10-12=2069 WEBS 3-17=-89,4-17=2062,4-16=-688,14-16=1486,6-16=1378,6-14=-430,6-13=6,7-13=504,8-13=-521,8-12=418, 9-12=-211 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC20011;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2 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 1548 lb uplift at joint 2 and 1548 lb uplift at joint 10. 6)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 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard 1 Job Truss T uss Type Qty Fly 4-199 MAIN STREET 10202642 T11 ROOFTRUSS L (optional) TRUE +OS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 Mi7ek Industries,Inc. Fri Nov 22 12:59:46-�282 Page 1 �1-4-� 4-3-8 4-�� 8-2-14 12-2-4 1 1-0�O 16-0-0 1 19-0-0 1 25-2-12 32-0-0 ��-44 1-4-0 4-3-8 0-1-12 3-9-10 3-11-6 0-9-12 3-0-0 3-0-0 6-2-12 6-9-4 1-4-0 Scale 1573 5.5 US US 5 6 7 4.5 G.00Fi2 4 45 '2 4 4 W 11 3- 2 is UAI 11 M2 6 4 1011 5X8 3xS 15 14 13 12 11 4x� 3.DO r1_2 2x4 11 4x5 US 2x4 11 2X4 11 0-0-0 0-0-0 4-3-8 12-2-4 16-0-0 19-0-0 25-2-12 32-0-0 4-3-8 7-10-12 3-9-12 3-0-0 6-2-12 6-9-4 Plate Offsets(X,Y): [2:0-3-8,0-1-81,[5:0-2-8,0-2-4],[770-3-0,0-2-81,[16:0-2-8,0-2-81 LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) t/defl PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.86 Vert(LL) 0.50 17-18 >759 M1120 249/190 TCOL 7.0 Lumber Increase 1.25 BC 0.82 Vert(TQ -0.55 17-18 >688 BCLL 10.0 Rep Stress Incr YES WB 0.88 Horz(TL) -0.22 9 n/a BCOL 5.0 Code FBC2001 (Matrix) I st LC LL Min I/defi=240 Weight:190 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.20 TOPCHORD Sheathed or 2-9-4 oc purlins. BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 3-1-7 oc;bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1415/0-3-8,9=141510-3-8 Max Horz2=288(load case 4) Max Uplift2=-1 51 9(load case 4),9=-1 519(load case 5) FORCES (lb)-First Load Case Only TOPCHORD 1-2=31,2-3=-4545,3-4=-4422,4-5=-2173,5-6=-1 882,6-7=-1 578,7-8=-1 833,8-9=-2454,9-10=33 BOTCHORD 2-1 8=4080,17-1 8=251 1,16-1 7=2719,15-17=-204,14-15=-208,13-14=-1 31,12-13=1 599,11-12=2114,9-11=2114 WEBS 3-18=9,4-18=1 835,4-16=-748,6-13=-552,6-12=-53,7-12--497,8-12=-621,8-11=225,14-16=316,5-16=712, 6-16=595,13-16=1824 NOTES (6) 1)Unbalanced roof live toads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf,,occupancy category 11;exposure C; partially;MWIFRS gable end zone;Lumber DOL=1.60 plate grip DOL=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 1519 lb uplift at joint 2 and 1519 lb uplift at joint 9. 6)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 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job I Truss Truss Type Qty Ply 4-199 MAIN STREET LISS E0202634:2�Tl�2 ��ROOF�TRUSS TRUE W �(optional) �S INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 12:59AH982 Page 1 0-4-0i 4-3-8 4-q-4 7-7-12 11.0-0 12-2-1 16-7-2 21-0-0 26-9-11 32-0-0 -4- i __P� 1-4-0 4-3-8 0-1-12 3-2-8 3-4-4 1-2-4 4-4-14 4-4-14 5-9-11 5-2-5 1-4-0 Scafe 1571 5X5 2X4 11 3�4 5�5 5 6 7 5x5 o� 6 DOF12 4 20 2M 9 3 2 10 6X12 7.12 US 3x4= 14 13 12 46 3 Do P-2 2�4[I U8 U4 0-0-0 0-0-0 4-3-8 7-7-12 11-0-0 12-2-1 16-7-2 i 21-0-0 i 26-9-11 32-0-0 4-3-8 3-4-4 3-4-4 1-2-4 4-4-14 4-4-14 5-9-11 5-2-5 :late Offse-ts (X,Y): [2:0-3 4,0-1-81,[5:0-2-8,0-2-4],18:0-2-8,0-2-4] LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) 0.41 16 >937 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.56 10-12 >681 BCLL 10.0 Rep Stress Incr YES WB 0.70 Horz(TL) -0.21 10 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:188 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 2-10-8 oc purlins. BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 3-3-2 oc bracing, WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1415/0-3-8,10=1415/0-3-8 Max Horz2=253(load case 4) Max Uplift2=-1478(load case 4),10=-1477(load case 5) FORCES (lb)-First Load Case Only TOPCHORD 1-2=16,2-3=-4606,3-4=-4554,4-5=-2360,5-6=-2194,6-7=-2194,7-8=-1 898,8-9=-1 926,9-1 0=-2238,10-11=1 6 BOTCHORD 2-17=4189,16-17=2605,15-16=2090,14-15=64,6-15=-137,13-14=0,12-13=1712,10-12=1984 WEBS 3-17=-72,4-17=1926,4-16=-669,5-16=568,5-15=367,13-15=1949,7-15=433,7-13=-547,8-13=298,8-12=350, 9-12=-289 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=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 1478 lb uplift at joint 2 and 1477 lb uplift at joint 10. 6)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 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Fjob-Truss Truss Type Qty 4-199 MAIN STREET �0202642 113 ROOFTRUSS Fly (optional) TRUE WOS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 12:59:4 8_ff2 Pagel 1-4-01 4-3-8 4-R-4 9-0-0 12-2-4 17-7-2 23-0-0 1 26-6-5 32-0-0 1-4-0 4-3-8 0-1-12 4-6-12 3-2-4 5-4-14 5-4-14 3-6-5 5-6-11 1-4-0 Scale=1577 2X4 3x4 5X5 4 5 6 7 6.00 F1-2 3.4,1 21 3x,4-- U4 1, 8 3 2 7.12'= 17 316 M-- 1'01i fte x4= -3X8 14 13 12 11 4.5 3.00�1-2 20 11 6XS 3A 214[1 0-0-0 0-0-0 4-3-8 9-0-0 12-2-4 17-7-2 23-0-0 26-6-5 32-0-0 4-3-8 4-8-8 3-2-4 5-4-14 5-4-14 3-6-5 5-5-11 Plate Offsets(X,Y): [2:0 [4:0-2-8,0-2-4],[7:0-2-8,0-2-41 LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) Ildefi PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LQ 0.46 15 >833 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.63 Vert(TQ -0.43 13-14 >895 BCLL 10.0 Rep Stress Incr YES WB 0.75 Horz(TL) -0.23 9 n/a BCDL 5.0 Code FBC2001 1 st LC LL Min I/defl=240 Weight:178 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 2-9-15 oc purfins. BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 3-3-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS I Row at midpt 13-15 REACTIONS (lb/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz2=217(load case 4) Max Uplift2=-1 434(load case 4),9=-1 434(load case 5) FORCES (lb)-First Load Case Only TOPCHORD 1-2=1 6,2-3=-4606,3-4=-2704,4-5=-2811,5-6=-2811,6-7=-2294,7-8=-2101,B-9=-2399,9-10=1 6 BOTCHORD 2-17=4189,16-17=3931,15-16=2394,14-15=79,5-15=-225,13-14=0,12-13=1 867,11-12=2127,9-11=2127 WEBS 3-17=1 154,3-16=-1575,4-16=550,4-1 5=608,13-15=2335,6-15=623,6-13=-633,7-13=558,7-12=339,8-12=-323, 8-11=1 31 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category It;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1434 lb uplift at joint 2 and 1434 lb uplift at joint 9. 6)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 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard russ Truss Type Job russ Truss Type Zn)�i 11:1 ly 4-199 MAIN STREET LISS �0202642 I�T14 �ROOF�TRUSS 1 1 2 (optional) TRUE &&S INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 12:59:48_�982 Page 1 �1-4-Oi 4-3-8 4-�-4 7-0-0 12-2-4 16-6-1 20-8-3 25-0-0 28-0-12 1 32-0-0 1-4-0 4-3-8 0-1-12 5-2-4 4-3-13 4-2-1 4-3-13 3-0-12 3-11-4 1-4-0 2-6-12 S�le 1 571 5X5 5X8 4x6 U4 5.5 4 5 6 7 8 6.00T2 k5 3 0. 12 17 16 7x 10 13 U12 7x8 M 14 13 12 4x5 3,DO[1-2 W i I 6X8 US 0-0-0 0-0-0 2-10-13 14-3-8, 7-0-0 12-2-4 16-6-1 20-8-3 25-0-0 1 28-0-12 32-0-0 2-10-13 1-4-11 2-8-8 5-2-4 4-3-13 4-2-1 4-3-13 3-0-12 3-11-4 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defi PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.65 15 --584 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.98 Vert(TQ -0.68 12-13 >556 BCLL 10.0 Rep Stress Incr NO WIB 0.67 Horz(TL) 0.26 10 n1a BCDL 5.0 Code FBC2001 Ist LC LL Min I/defi=240 Weight:359 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 3-8-0 oc;purlins. BOTCHORD 2 X 6 SYP DSS *Except* BOTCHORD Rigid ceiling directly applied or 5-11-13 oc bracing. B4 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 *Except* W6 2 X 4 SYP No.2D REACTIONS (Iblsize) 2=2894/0-3-8,10=2894/0-3-8 Max Horz 2=-1 83(load case 5) Max Uplift2=-2251(load case 4),1 0=-2251(load case 5) FORCES Ob)-First Load Case Only TOPCHORD 1-2=17,2-3=-10872,3-4=-7390,4-5=-6754,5-6=-10398,6-7=-6702,7-8=-4581,8-9=-5204,9-10=-5316,10-11=16 BOTCHORD 2-17=9966,16-17=9341,15-16=10414,14-15=134,5-15=1163,13-14=0,12-13=6010,10-12=4700 WEBS 3-17=2670,3-16=-2986,4-16=2582,5-16=-4026,13-15=7071,6-15=4189,6-13=-2449,7-13=924,8-12=1643, 9-12=-64,7-12=-1804 NOTES (8) 1)2-ply truss to be connected together with I Od 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 4-I row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-98 per FBC20011;120mph;h=20ft;TCDL=4.2psf,BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 4)Provide adequate drainage to prevent water ponding. 5)Bearing at joint(s)2 considers parallel to grain value using ANSIITPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2251 lb uplift at joint 2 and 2251 lb uplift at joint 10. 7)Special hanger(s)or connection(s)required to support concentrated load(s)346.51b down and 397.1 lb up at 25-0-0,and 346.51b down and 397.11b up at 7-0-0 on top chord. Design for unspecified connection(s)is delegated to the building designer. 8)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 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Continued on page 2 Truss Type Qty Ply 4-199 MAIN STREET 0202642 ROOFTRUSS 1 �2 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Frii Nov 22 12:59:46 2002 Page 2 LOAD CASE(S) Uniform Loads(plf) Vert:1-4=-54.0,4-8=-117.6,8-11=-54.0,2-17=-65.3,15-17=-65.3,10-14=-65.3 Concentrated Loads(lb) Vert:4=-346.5 8=-346.5 2)MWFRS Wind Left:Lumber Increase=11.60,Plate Increase=1.60 Uniform Loads(plf]I Vert:1-2=49.5,2-4=40.9,4-8=172.2,8-10=67.1,10-11=30.5,2-17=-11.8,15-17=11.8,10-14=-11.8 Horz:1-2�57.9,2-4=-49.3,B-1 0=75.5,10-11=38.9 Drag:4-5=-0.3,7-8=0.4 Concentrated Loads(lb) Vert:4=397.1 8=397.1 3)MWFRS Wind Right:Lumber Increase=1.60,Plate lncrease=1.60 Uniform Loads(plf) Vert:1-2=30.5,2-4=67.1,4-8=172.2,8-1 0=40.9,10-1 1=49.5,2-17=-1 11.8,15-17=1 1.8,10-14=-1 1.8 Horz:1-2=-38.9,2-4=-75.5,8-1 0=49.3,10-11=57.9 Drag:4-5=-0.3,7-8=0.4 Concentrated Loads(lb) Vert:4=397.1 8=397.1 4)MWFRS ist Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=108.0,2-4=99.3,4-8=1 36.3,8-10=63.4,10-1 1=26.8,2-17=-1 1.8,15-17=-1 1.8,10-14=-1 1.8 How 1-2=-1 16.4,24=-1 07.7,8-1 0=71,8,10-11=35.2 Drag:4-5=-0.2,7-8=0.3 Concentrated Loads(lb) Vert:4=397.1 8=397.1 5)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plo Vert:1-2=26.8,2-4=63.4,4-8=1 36.3,8-10=99.3,10-1 1=108.0,2-17=-1 11.8,15-17=1 1.8,10-14=-1 1.8 Horz:1-2=-35.2,2-4=-71.8,8-1 0=1 07.7,10-11=116.4 Drag:4-5=-0.2,7-8=0.3 Concentrated Loads(lb) Vert:4=397.1 8=397.1 6)1 st unbalanced Regular:Lumber lnerease=1.25,Plate lncrease=1.25 Uniform Loads(pIQ Vert:1-4=-54.0,4-8=-1 17.6,8-11=-1 4.0,2-17=-65.3,15-17=-65.3,10-14=-65.3 Concentrated Loads(lb) Vert:4=-346.5 8=-346.5 7)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14=-14.0,4-8=-117.6,8-11=-54.0,2-17=-65.3,11�-17=-65.3,10-14=-65.3 Concentrated Loads(lb) Vert:4=-346.5 8=-346.5 Job— i Truss Truss Type Qty ply 4-199 MAIN STREET USS i,0202642 �T2 RO�OFTRUSS TRUE W .I CKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 21002 MiTek"Industries,Inc. Fri Nov 22 12:59:46_ff2 Page I &S INC.,JA ;1-4-0 -8 32-0-0 3qA-9 4-3-8 4-�-4 9-0-0 13-8-0 18-4-0 1 23-0-0 1 27-6-12 27;,1 1-4-0' 4-3-8 0-1-12 4-6-12 4-8-0 4-8-0 4-8-0 4-6-12 0-1-12 4-3-8 1-4-0 Scale 1:57.7 54 3A 3x4 5X5 4 5 7 E 6 6 00 F12 12 3X4 1 3A 16 3 8 31 2 15 14 13 12 11 'X. 6X8 SX5 6x8 3x8 M US 6X8- 3A US 3.00 FI-2 0-0-0 0-0-0 4-3-8 1 9-0-0 1 16-0-0 23-0-0 27-8-8 32-0-0 4-3-8 4-8-8 7-0-0 7-0-0 4-8-8 4-3-8 �Plat.OffisetsX Y.�2-03-4—0�-1-84:0��-8 ,o-2-4,_�TO-2-8�0-24,[9:0-3-4,0-1-8],[1370-2-8,0-3-0] LOADING(PsQ SPACING 2-0-0 CS1 DEFL in (loc) I/defi PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.58 13 >655 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.91 Vert(TQ -0.61 12-13 >626 BCLL 10.0 Rep Stress Incr YES WB 0.69 Horz(TL) -0.37 9 n/a BCDL 5.0 Code FBC2001 1 st LC LL Min I/defl=240 Weight:158 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 2-9-15 oc purlins. BOTCHORD 2 X 4 SYP No.21D BOTCHORD Rigid ceiling directly applied or 3-3-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz2=-215(load case 5) Max Uplift2=-1 434(load case 4),9=-1 434(load case 5) FORCES (lb)-First Load Case Only TOPCHORD 1-2=16,2-3=-4606,3-4=-2659,4-5=-2415,5-6=-2928,6-7=-2415,7-8=-2659,8-9=-4606,9-10=16 BOTCHORD 2-15=4189,14-15=3931,13-14=2861,12-13=2861,11-12=3931,9-11=4189 WEBS 3-15=1159,3-14=-1609,4-14=940,5-14=-567,5-13=123,6-13=123,6-12=-567,7-12=940,8-12=-1609,8-11=1159 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf,occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(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 ofwithstanding 1434 lb uplift at joint 2 and 1434 lb uplift at joint 9. 6)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 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard �Job Truss Truss Type Qty Ply 4-199 MAIN STREET �0202642 T3 ROOFTRUSS I I .(optionad) TRUE WOS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 a Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 12:59:43V82 Page 1 -1-4-� 4-3-8 4-�-4 7-7-12 1 11-0-0 1 16-0-0 1 21-0-0 24-4-4 27-6-1227 32-0-0 33-41 i i T1-8 r 1-4-0 4-3-8 0-1-12 3-2-8 3-4-4 5-0-0 5-0-0 3-4-4 3-2-8 0-1-12 4-3-8 1-4-0 Scale 1:57.7 4.8— 20 1[ A.8 5 6 7 4x5 4.5 12 4x5 41 W 11 -4 l I W 1 3 2 16 15 14 13 12 6x12 U4 5x18 U4 12 Sx 3x8 3,00 ITI 2- 0-0-0 0-0-0 4-3-8 11-0-0 16-0-0 21-0-0 27-8-8 32-0-0 4-3-8 6-8-8 5-0-0 5-0-0 6-8-8 4-3-8 Plate-Oftets MY): [2:0-3-4,0-1-81,[5:0-5-8,0-2-41,[7:0-5-8,0-2-4),[10:0-3-4,0-1-8],[14:0-4-0,0-3-0] LOADING(psf) SPACING 2-0-0 CS1 DEFL in Qoc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) 0.49 14 >771 M1120 249/190 TCDL 7.0 Lumber Increase 115 BC O�83 Vert(TQ -0.53 12-13 >721 BCLL 10.0 Rep Stress Incr YES WI3 0.69 Horz(TL) 0.33 10 n/a BCDL 5.0 Code FBC2001 I st LC LL Min I)deft=240 Weight:169 Ib LUMBER BRACING TOPCHORD 2 X 4 SYP N0.2D TOPCHORD Sheathed or 2-10-8 oc purtins. BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 3-3-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1415/0-3-8,10=141510-3-8 Max Horz 2=-251(load case 5) Max Uplift2=-1478(load case 4),10=-1478(load case 5) FORCES (lb)-First Load Case Only TOPCHORD 1-2=16,2-3=-4606,3-4=-4554,4-5=-2321,5-6=-2320.6-7=-2315,7-8=-2321,8-9=-4554,9-10=-4606,10-11=16 BOTCHORD 2-16=4189,15-16=2605,14-15=2093,13-14=2093,12-13=2605,10-12=4189 WEBS 3-16=-72,4-16=1929,4-15=-686,5-15=611,5-14=304,6-14=-262,7-14=302,7-13=608,8-13=-686,8-12=1929, 9-12=-72 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC20011;120mph;h=20ft;TCDL=4.2psf,BCDL=O.Opsf;occupancy category 11;exposure C; pafftally;MWFRS gable end zone;Lumber DOL=11.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1478 lb uplift at joint 2 and 1478 lb uplift at joint 10. 6)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 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard ob 1 Truss Truss Type Qty 1 PI 4-199 MAIN STREET 0202642 �T4 ROOFTRUSS 1 �foptional) TRUE WOS INC.,JACKSONVILL 32226,MiTek Ind6is-trieslnc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 12:59AB-ff2 Page 1 *4-0i 4-5-4 8-7-12 13-0-0 19-0-0 1 23-4-4 27-6-12 32-0-0 33-4-0 1-4-0 4-5-4 4-2-8 4-4-4 6-0-0 -4-4 4-2-8 4-5-4 1-4-0' Scale 1.577 46- 5x5 5 6 5 5 5x5 a 00 FI-2 4 2.4 11 2�4 11 1� 3 8 2 14 13 12 11 6x12 3x4 54- 5x12 1011 4x8 U6 3.00 fT2- 0-0-0 0-0-0 4-3-8 13-0-0 19-0-0 27-8-8 1 32-0-0 4-3-8 8-8-8 6-0-0 8-8-8 4-3-8 LOADING(ps� SPACING 2-0-0 CS11 DEFIL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.52 13 >730 M1120 249/190 TCDL TO Lumber Increase 1.25 BC 0.83 Vert(TL) -0.70 13-14 >547 BCLL 10.0 Rep Stress Incr YES WB 0.95 Horz(TL) -0.35 9 n/a BCDL &0 Code FBC2001 I st LC LL Min I/defl=240 Weight:168 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 2-9-7 oc purlins. BOTCHORD 2 X 4 SYP No.21) BOTCHORD Rigid ceiling directly applied or 3-2-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14,7-11 REACTIONS (lb/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz2=-287(load case 5) Max Uplift2=-1516(load case 4),9=-1516(load case 5) FORCES (lb)-First Load Case Only TOPCHORD 1-2=16,2-3=-4606,3-4=-4557,4-5=-2037,5-6=-1837,6-7=-2039,7-8=-4557,8-9=-4606,9-10=16 BOTCHORD 2-14=4189,13-14=2376,12-13=1837,11-12=2376,9-11=4189 WEBS 3-14=-101,4-14=2146,4-13=-694,5-13=635,5-12=-0,6-12=636,7-12=-694,7-11=2146,8-ll=-101 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4,2psf,,BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(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 1516 lb uplift at joint 2 and 1516 lb uplift at joint 9. 6)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 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIS-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job I fr-u—ss Truss—Type 4-199 MAIN STREET i02O2642 T5 ROOFTRUSS I I 1(optional) L TRUE W�S INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 12:59:48 80 %page 1 1-1-4-01 4-4-7 7-10-15 11-5-8 15-0-0 1 17-0-0 1 20-6-8 24-1-1 27-7-9 32-0-0 ��4-0 1-4-0 4-4-7 3-6-8 3-6-8 3-6-8 2-0-0 3-6-8 3-6-8 3-6-8 4-4-7 1-4-0 Smle 1 57.0 5x5— 5x5 6 7 3x4 2x4 11 5 3 41— 3.4 1 2�4 1 5 W 3 10 i 16 14 3x8 3x4 I �A 2 17 13 11 W 3X4 3.00 FI-2 I 48 34 1 0-0-0 0-0-0 5-10-10 11-5-8 16-0-0 20-6-8 26-1-6 32-0-0 5-10-10 5-6-14 4-6-8 4-6-8 5-6-14 5-10-10 Plate Offsets(X,Y): [6:0-2-8,0-2-4],[7:0-2-8,0-2-4],[11:0-3-8,0-1-8] LOADING(ps� SPACING 2-0-0 CS1 DEFIL in ((oc) I/defi PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LQ 0.74 15 >515 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TQ -0.71 14-15 >534 BCLL 10.0 Rep Stress Incr YES WS 0.84 Horz(TL) -0.54 11 n/a BCDL 5.0 Code FBC2001 I st LC LL Min I/defi=240 Weight:165 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 2-10-12 oc purlins. BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 3-1-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1415/0-3-8,11=141510-3-8 Max Horz 2=-323(load case 5) Max Uplift2=-1 548(load case 4),11=-1 548(load case 5) FORCES (lb)-First Load Case Only TOPCHORD 1-2=16,2-3=-4517,3-4=-4370,4-5=-3647,5-6=-2903,6-7=-2913,7-8=-3650,8-9�3647,9-`10=4370,10-11=-4517, 11-12=16 BOTCHORD 2-17-4105,16-17=3808,15-16=3362,14-15=2790,13-14=3808,11-13=4105 WEBS 3-17=-81,4-17=347,4-16=-457,5-16=406,5-15=-721,6-15=1 197,7-15=773,7-14=929,8-14=-1 99,9-14=-457, 9-13=347,10-13=-81 NOTES (6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,11 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)oftruss to bearing plate capable ofwithstanding 1548 lb uplift atjoint 2 and 1548 lb uplift at joint 11. 6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7647-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIS-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job Truss Truss Type Qty PI— T4-199 MAIN STREET 0202642 �T6 ROOFTRUSS 7 y �(optional) TRUE W&S INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 12:59:49 808-�Page I �1-4-0, 4-7-7 8-4-15 12-2-8 1 16-0-0 1 19-9-8 23-7-1 1 27-4-9 32-0-0 i i 1 '33-4-0 1-4-0 4-7-7 3-9-8 3-9-8 3-9-8 3-9-8 3-9-8 3-9-8 4-7-7 1-4-0' S�le 1 5TO 05 3x4 U4 5 7 5.00 FIT U4 3A 4 8 2x4 14 3 9 15 13 U4 3A 2 16 12 10 3A� W 3 00 F1-2 08 08 0-0-0 0-0-0 5-10-10 10-11-5 16-0-0 21-0-11 26-1-6 32-0-0 5-10-10 5-0-11 5-0-11 5-0-11 5-0-11 5-10-10 LOADING(psf) SPACING 2-0-0 CS1 DEFIL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) 0.77 14 >492 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.73 14-15 >520 BCLL 10.0 Rep Stress Incr YES WB 0.76 Horz(TL) -0.56 10 n/a BCOL 5.0 Code FBC2001 1 st LC LL Min I/defl=240 Weight:159 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 2-10-5 oc purlins, BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 3-0-15 oc;bracing, WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1415/0-3-8,10=1415/0-3-8 Max Horz 2=341(load case 4) Max Uplift2=-1 562(load case 4),1 0=-I 562(load case 5) FORCES (lb)-First Load Case Only TOPCHORD 1-2=16,2-3=-4520,3-4=-4367,4-5=-3696,5-6=-2874,6-7=-2874,7-8=-3696,8-9=-4367,9-10=-4520,10-11=16 BOTCHORD 2-16=4111,15-16=3752,14-15=3225,13-14=3225,12-13=3752,10-12=4111 WEBS 3-16=-96,4-16=400,4-15=-393,5-15=519,5-14=-646,6-14=2366,7-14=-646,7-13=519,B-13=-393,8-12=400, 9-12=-96 NOTES (5) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Bearing at joint(s)2,10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1562 lb uplift at joint 2 and 1562 lb uplift at joint 10. 5)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 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job Truss Truss Type Qty ply 4-199 MAIN STREET 0202642 IT7 ROOFTRUSS 2 1 (optional) TRUE WOS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek IndustrieM-w. Fri Nov 22 12:59:50 2002 Page 1 1-1-4-Oi 5-10-10 10-11-5 16-0-0 20-10-4 25-8-8 28-7-0 32-0-0 3,34-0 1-4-0 5-10-10 5-0-11 5-0-11 4-10-4 4-10-4 2-10-8 3-5-0 1-4-0 SmIs 1:57.0 4.5 5 3x4 4A 4 6.00 F1 2- 3x4 20 11 13 5X8 214 8 14 U4 15 4x12 12 2�4 11 3.00 F1—2 107 3A 4.5 11 3x8 0-0-0 0-0-0 5-10-10 10-11-5 16-0-0 25-8-8 26 F�-o 32-0-0 5-10-10 5-0-11 5-0-11 9-8-8 0-3-8 6-0-0 LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) lidefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LQ 0.40 14-15 >773 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TQ 0.42 10 >40 BCLL 10.0 Rep Stress Incr YES WB 0.78 Horz(TL) -0.20 11 n/a BCOL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:161 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 3-4-15 oc purlins. BOTCHORD 2 X 4 SYP No.2D *Except* BOTCHORD Rigid ceiling directly applied or 3-5-4 oc bracing. B3 2 X 6 SYP DSS WEBS 1 Row at midpt 6-12 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1089/0-3-8,11=1745/0-3-8 Max Horz2=342(load case 4) Max Uplift2=-1284(load case 4),1 1=-2230(load case 5) FORCES (lb)-First Load Case Only TOPCHORD 1-2=31,2-3=-3253,3-4=-2434,4-5=-1582,5-6=-1 576,6-7=1088,7-8=731,8-9=578,9-10=32 BOTCHORD 2-15=2928,14-15=2924,13-14=2212,12-13=991,11-12=-1578,7-12=-I17,9-11=-470 WEBS 3-15=167,3-14=-696,4-14=348,4-13=-798,5-13=1077,6-13=456,6-12=-2404,8-11=-162 NOTES (5) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3)Bearing at joint(s)2 considers parallel to grain value using ANS(ITPI 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 1284 lb uplift at joint 2 and 2230 lb uplift at joint 11. 5)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 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply �14-199 MAIN STREET �0202642 �TS ROOFTRUSS 3 1 L I (optional) TRUE TRUSS INC.,JACK�R%VILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek IndustriEULC*. Fri Nov 22 12:59:50 2002 Page 1 1.1-4-0 4-3-8 10-1-12 16-0-0 20-104 25-8-8 28-7-0 32-0-0 R3-4-9� i r- i 1-4-0 4-3-8 5-10-4 5-10-4 4-10-4 4-10-4 2-10-8 3-5-0 1-4-0 Scafe t57 0 U5 5 44 30 6 00 F1-2 4 - 2�4 11 7 54 13 3 sxg- 2�4 14 45 2 1, 3.00 FI-2 N4 U4 16 11 U4 1[ 3x8 0-0-0 0-0-0 4-0-0 4 3F8 10-1-12 16-0-0 25-8-8 26 F?-O 32-0-0 4-0-0 0-3-8 5-10-4 5-10-4 9-8-8 0-3-8 6-0-0 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.47 9 >156 M1120 249/190 TCDL 7,0 Lumber Increase 1.25 BC 0.90 Vert(TQ 0.52 10 >32 BCLL 10.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.23 11 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:164 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 4-2-5 oc purlins. BOTCHORD 2 X 4 SYP No.213 *Except* BOTCHORD Rigid ceiling directly applied or 4-9-6 oc bracing. B5 2 X 6 SYP DSS WEBS 1 Row at midpt 3-14,6-12 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 16=1295/0-3-8,11=1544/0-3-8 Max Horz 16=-342(load case 5) Max Upliftl 6=-1 724(load case 4),11=-2077(load case 5) FORCES (lb)-First Load Case Only TOPCHORD 1-2=32,2-3=573,3-4=-1254,4-5=-1060,5-6=-1041,6-7=1140,7-8=731,8-9=579,9-10=32 BOTCHORD 2-16=-444,15-16=-1260,3-15=-991,14-15=-643,13-14=1111,12-13=633,11-12=-1380,7-12=-94,9-11=-471 WEBS 3-14=1650,4-14=-189,4-13=-170,5-13=577,6-13=318,6-12=-2005,8-11=-158 NOTES (4) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1724 lb uplift at joint 16 and 2077 lb uplift at joint 11. 4)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 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job Truss Truss Type ly :4-199 MAIN STREET 10202642 T9 ROOFTRUSS 4 1 i �(optional) TRUE WOS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 12:59:50 80%Page 1 -1-4-01 4-3-8 4-P-4 8-2-14 12-2-4 16-0-0 21-1-13 26-3-11 32-0-0 i i i I —P:4� 1-4-0 4-3-8 0-1-12 3-9-10 3-11-6 3-9-12 5-1-13 5-1-13 5-8-5 1-4-0 S�la 1 STO US 2� 11 5 3�4-- 7 6.00 fT2- 5X5 i� 4 3�4 Z,4 I 3 2 16 6x12 101 602= T 48 14 13 12 11 US 3,00FI2 2.4 US U4 214 11 0-0-0 0-0-0 4-3-8 12-2-4 16-0-0 21-1-13 26-3-11 32-0-0 4-3-8 7-10-12 3-9-12 5-1-13 5-1-13 5-8-5 LOADING(pso SPACING 2-0-0 CS1 DEFL in (I,) I/dfi P1111 GRIP I TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) -0.49 ::�J 6 _784 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.70 .16 >543 BCLL 10.0 Rep Stress Incr YES WB 0.71 Horz(TL) -0.24 9 n/a BCDL 5.0 Code FBC2001 1 st LC LL Min I/defl=240 Weight:189 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 2-10-1 oc;purlins. BOTCHORD 2 X 4 SYP No.213 BOTCHORD Rigid ceiling directly applied or 3-0-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-16,6-15 REACTIONS (lb/size) 2=1415/0-3-8,9=141510-3-8 Max Horz2=342(load case 4) Max Uplift2=-1 562(load case 4),9=-1 562(load case 5) FORCES (lb)-First Load Case Only TOPCHORD 1-2=16,2-3=-4606,3-4=-4556,4-5=-2146,5-6=-2146,6-7�1468,7-8=-1933,8-9=-2382,9-10=16 BOTCHORD 2-16=4189,15-16=2463,14-15=55,5-15=-209,13-14=0,12-13=1729,11-12=2113,9-11=2113 WEBS 3-16=-89,4-16=2062,4-15=-688,13-15=136i,6-15=1313,6-13=214,7-13=-605,7-12=370,8-12=-440,8-11=161 NOTES (5) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf,BCDL=O.Opsf,,occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=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 1562 lb uplift at joint 2 and 1562 lb uplift at joint 9. 5)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 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION,ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Truss Typa� Ply 4-199 MAIN STREET USS -Job Truss Truss Type --TT 1 1 ��0202642 �VCJ2 ROOFTRUSS 3 (optional) ov 22 12:59:51 200;-?blp.1 TRUE TRUSS INC.,JACK,5(�6_VWLt t-L. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek industries,Inc. Fri N -1-10-10 3-5-4 5-10-9 9-9-5 9-10-13 1-10-10 3-5-4 2-5-6 3-10-11 0-1-8 Smie 1:19,9 4 30 3 4.24 FI-2 El 7 6 5 854 12 U4 2 11 U8 10 2.12-12- 1-0-0 0-0-0 3-5-15 3-5-4 6-0-1 9-10-0 9-1 1 0,13 3-5-4 2-6-1 3 3-9-15 0-0-13 Plate Offsets(X,Y): (270-2-12,0-1-8] LOADING(W SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP (LL) 1 >999 M1120 249/190 TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.11 2-8 >999 7�� TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TQ -0.13 1 >189 BCLL 10.0 Rep Stress Incr NO WB 0.37 Horz(TL) -0.03 6 n/a BCDL 5.0 Code FBC2001 (Matrix) Ist LC LL Min I/defi=240 Weight:40 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 6-0-0 oc purlins. BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 5-2-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=66/Mechanical,2=514/0-1-8,6=322/Mechanical Max Horz2=420(load case 2) Max Uplift4=-1 53(load case 5),2=-747(load case 2),6=-465(load case 2) FORCES (lb)-First Load Case Only TOPCHORD 1-2=30,2-9=-1006,3-9=-927,3-4=-44 BOTCHORD 2-10=899,10-11=904,8-11=923,8-12=851,7-12=851,6-7=0,5-6=0 WEBS 3-8=336,3-7=-902 NOTES (7-9) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANSIITPI 1-1995 angle to grain formula. Building designer should verity 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 153 lb uplift at joint 4,747 lb uplift at joint 2 and 465 lb uplift at joint 6. 6)Special hanger(s)or connection(s)required to support concentrated load(s)182.31b up at 4-4-0 on top chord,and 115.01b up at 1-6-1,and 15.81b down at 4-4-0,and 27.1 lb up at 7-1-15 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. 7)Use SIMPSON LS30 to attach VCJ2 to HIP GIRDER @ JOINT#6. 8) 9)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 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate lncrease=1.25 Uniform Loads(plo Vert:1-4=-54.0,2-8=-30.0,5-8=-30.0 Concentrated Loads(lb) Vert:9=3.4 1 0=1 5.0 11=-1 5.8 12=27.1 Job russ Truss Type Qty Ply :4-199 MAIN STREET 10202642 VJ4 ROOFTRUSS 13 1 (optional) TRUE TRUSS INC.,JACKSONVILLE 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 M!Tek Industries,Inc. Fri Nov 2i 4'1 R:51 2002 Page 1 OT&O -1-4-0 4-5-4 6-11-11 7- -0 1-4-0 4-5-4 2-6-7 S�.I. 1 17.0 30 3 6.00 F1-2 7 5.5 &64 5 3x4 3.00 fT2- 3-5-5 0- 1-0-0 4-3-8 7-0-0 4-3-8 2-8-8 LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.02 2-7 >999 M1120 249/190 TCOL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.05 1 >394 BCLL 10.0 Rep Stress I ncr YES WS 0.16 Horz(TQ -0.01 5 n/a BCDL 5.0 Code FBC2001 (Matrix) ist LC LL Min I/defl=240 Weight:30 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 6-0-0 oc purlins. BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 8-7-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=44/Mechanical,2=378/0-3-8,5=230/Mechanical Max Horz2=409(load case 4) Max Uplift4=-1 05(load case 5),2=-430(load case 4),5=-277(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-513,3-4=-40 BOTCHORD 2-7=428,6-7=378,5-6=0 WEBS 3-7=223,3-6=-432 NOTES (5) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=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 105 lb uplift at joint 4,430 lb uplift at joint 2 and 277 lb uplift at joint 5. 5)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 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard J0 Truss Truss Type Qty 1 Ply 4-199 MAIN STREET USS ------JROSOFTTRUSS 6 10202642 �VJ5 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 3F86,MiTek industries,Inc. D.UUU Zi ot:p 4VVZ IVII I WN MUUbLJIU�,11— F1 1 1- -1-4-0 5-0-0 3 1-4-0 5-0-0 SmIez 1 132 &00 T2 3x4 2 3.00[1-2 3.4 2-5-8 0- 1-0-0 4-3-8 5-0-0 4-3-8 0-8-8 LOADING(ps� SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.02 2-5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TQ -0.11 1 >176 BCLL 10.0 Rep Stress Incr YES WI3 0.00 Horz(TQ 0.00 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl=240 Weight:18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 3=119/Mechanical,2=357/0-3-8,4=10/MechanicaI Max Horz 3=1 24(load case 4),2=283(load case 1),4=-289(foad case 1) Max Uplift3=-213(load case 4),2=-429(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=48 BOT CHORD 2-5=-310,4-5=-289 NOTES (6) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=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 213 lb uplift at joint 3 and 429 lb uplift at joint 2. 5)Non Standard bearing condition. Review required. 6)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 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 4-199 MAIN STREET 0202642 VJ6 ROOFTRUSS 6 1 (optional) 1-5-8 TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek 1rV-bSVs'Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri NovC?�-�J59:52 2002 Page 1 -1-4-0 3-0-0 1-4-0 3-0-0 S�le 1 9 4 6,0 0 FI-2 4 3.00 r1_2 3x4 1-5-8 0-0-0 0-7-12 3-0-0 3-0-0 LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) lidefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.00 2-4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TQ 0.04 1 >465 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TQ -0.00 3 n/a BCOL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defi=240 Weight:12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=52/Mechanical,2=224/0-3-8,4=42/Mechanir-al Max Hom 2=1 88(load case 5) Max Uplift3=-170(load case 5),2=-279(load case 4) FORCES (lb)-First Load Case Only TOPCHORD 1-2=31,2-3=48 BOT CHORD 2-4=8 NOTES (5) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf,BCDL=O.Opsf,occupancy category 11;exposure C; parbally;MWIFIRS gable end zone;Lumber DOL=1.60 plate grip DOL=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 ofwithstanding 170 lb uplift at joint 3 and 279 lb uplift at joint 2. 5)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 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job russ Truss Type Qty Ply 1[4-199 MAIN STREET 10202642 !VJ7 ROOFTRUSS 0-1-12 (optiona 0 TRUE TRUSS INC.,JACKSONVILLE F7L. 32226,MiTek Industries,Inc. A080 s Sep 4 2002 MiTek Industries,Inc. Frift.22 12:59:52 2 Page 1 3 -1-4-0 1-0-0 14-0 1-0-0 S�Ie=156 6 2 6 30 3,00[1-2 4 5 0-1-12 0-0-0 0-5-8 0-11-2 0-11-2 0-0-14 LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.00 2 >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.03 1 >658 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl=240 Weight:6 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 1-0-0 oc;purlins. BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing, REACTIONS (Iblaize) 3=-32/Mechanical,2=173/0-3-8,5=19/MechanicaI Max Horz 2=1 12(load case 4) Max Uplift3=-32(load case 5),2=-308(load case 4) Max Grav3=93(load case 4),2=173(load case 1),5=19(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=30,2-3=-44 BOT CHORD 2-5=3,4-5=-1 NOTES (5) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf,,BCDL=O.Dpsf,occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI1TPI 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 lb uplift at joint 3 and 308 lb uplift at joint 2. 5)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.32250-904141.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard MAP SHOWING BOUNDARY SURVEY OF LOT 5, LESS AND EXCEPT THE NORTHERLY 10 FEET, TOGETHER WITH THE NORTHERLY 10 FEET OF LOT 6, BLOCK 199, ACCORDING TO THE PLAT OF SECTCON ....H"" 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 w,F.s r m my s rREE r (50' (RIGHT-Of WA Y) 112" L.RIM4 00 c%q LOT 4 BLOCK 199 ql 0 u L 0 .102, (R) 101.96 .(Al) 112 IREVA R 42 RERAR A SS� SURJ� 112'REBAR L85 8 ASSOC.SUR. B.5 L.S.5488 z 00 LOT 5 00 BLOCK 199 0 0! t4% h- Nq CPO. 112"REBAR lqo A SSOC,SURR, S; 91A R L.B.5488 S IR co L.8.5488 102.00' (M) to 1 .102.00' (R) 0 u LOT 6 0 BLOCK 199 ,q E Y 0 GENERAL NOTESI 1. ANGLES ARE SHOWN FOR THIS SURVEY. 2.THE PROPERTY THUS SHOWN HEREON LIES WITHIN FLOOD ZONE X AS BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO---L— DATED04-17-1992 Q 330CIATED SURVEYORS INC. 1 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, w LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETMINED. 4.JURISDICTIONAL AND SURO 3846 BLANDING BOULEVARD LOCATED 8Y THIS Y� ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT JACKSONVILLE. F'LORIDA 32210 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE 904-771-5468 PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE. COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL. 0 CERTIFMTE OF AUTHORIZATION NO. LB 0005488 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. s v 7.NOT VAUD WITHOUT THE SIGNATURE AND THE ORrGrNAL ITA(SED SEAL OF A I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY FLOF40A LICENSED SURVEYOR AND MAPPER. DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL LECIIENDIAUREVIATIONS 0 SET IRON PIPE OR REBAR P.C.- POINT OF CURVE COV'D = COVERED STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER "AASSOC-SURVEY" OR L.B.5488 -, P.T. = POINT OF TANGENCY CH = CHORD 61G17-6 FL IDA AAr*'IJVlllNISTRATInw CODIE .CH WT4 2, F.S 10 FOUND IRON PIN OR PIPE (IP) P.R.C. - POINT OF REVERSE CURVE 0 FOUND CONCRETE MONUMENT (C.M.) P.C.C. - POINT OF COMPOUND CURVE C/L - CENTER UNE R/W. RIGHT OF WAY 13y.. do X CROSS CUT OR DRILL HOLE (R) =RECORD (M) = MEASURED CONC. - CONCRETE B.T.m BUILDING TlEl fARLES B. HATCHER FLORIbA NO'Ml R 7-Rg-t�q. k- ARC LENGTH �\C -,�!L�RT2�ER (E.T.) - EAVE TIE RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 9132 O.R.V. -OFFICIAL RECORD VULUMt P.R.M.=P9WW REFERENCE MOMENT HEAD UTILMES JOB NO. 28963B B.R.L. -BUILDING RESTRICTION UNE X-X C%0JMN LINK FENCE [ DATE 10-02-2001 W-W "RE FENCE E.13.= ELECTRIC BOX SCALE: 1' = 20' DRAFTER .7it E.T. =ELECTRIC TRANSFORMER 8 D-13 WOOD FENCE BTN. 13ETWEEN X-RE-FERENCE NO. 28820B -I J.EA =AZMLLE ELECTRIC ALM Book 10762 Page 1114 'T WN, joc# 20QR22442 auk. .10 2 PHONE:k-3 Pa e: 1114 Filed & Recorded FLA.1977 LAWS 11/131,200eo WAW-11 Ph FS 713.13 JIN FULLER CLERK CIRCUIT COURT 11YAL COUNTY RECORDING s 5.00 N10 I. C 01111olff eill I L, Of TRUST FUND $ 1.00 (Prop2rc in Duplicate) To Wholn It ))try CN:1,"n!: 17he undcrsi,,ned 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 followin,; infot-mation is stated in this NOTICE OF COMMEINIM,,IRNT. Description of ...... /............ ........... ...................... ..................... ZZ 3'��D................. ................................................... ................................................................... ................I....... ............ ........ . ...........I.................................... ..........I.......... General description of improvements....... ................................................................... -.........I.............................................................................—...................................................................................... ............I&........... F-)...... ...... ....... Owner, .......... ........I.........................-..................................... Address R . .........3:;��?-D...................--........... Owner's interest in s;,,(--'of the improvemcilt ........Bu-x-,Lnti:4--......................................................................... Fee Simple Title hr)ldcr (if other than c�-vncr) Name......................................................... ..................................................................................--...................... Address ...... ....... .......*----***........ Contractor. . Ad&ss .................I............... Surety(if ally) ....................................... ..................................................................................................................... Address ....................................................................................................... ........ Amount of bond S ....................... Any person makin,- a loan for the construction improvements: Name ............................ .....................................................................................---................................................... Address ....................................................—................................................................................................................ Person Within the State o[Floridi by owner upon. %vhoni noticc3 or ctlhcr docunicnts may be served: *�Ia-me ...............................-,......... ............................................................. ...................................................... Address................................................. ......................;.............................................................................................. In addition to himself, owner des;unates the following person to rec.e.ive a copy of the Lienor's Notice as provided in Section 713.13 (1) (h),Florida St-awes. (Fill ill'at Owner's option), Name .................................................... ...... ........................................I...........I.........................11.........I................... Address ............................................................................ ......................................................................................... 71iis space for reccrd,.,r's use ot,,ly � /......... .......... ....................................... TRAVIS M.IRIONS Owner my COMMISSION#Do 054907 B EXPIRES.September 4,2005 BoMWTrruNo%aryPLA*UTXWWr1terS SW rn to and subscribed before me this day of Ve kt4�IN-.6 ........../1. M" TRAVIS M.IRIONS My COMMISSION#DD 05490 Notary P�—blic EXPIRES:Wtember4.2OO5 N" 7 ..............�... icunderwrfters B=W Thru Notary Publ it.I "0 o4� A7ALA�au N -066t4L DcUftts PL It Off M7n9lR it WS INCLUDED CLASS WNDOWS IR njE TEST PpESSt,PES -RE+46.4 PSF Al�D-$47 psr Y -S WAY VE.NST. 11COT(b).11* X It-1/2-CLASS MNDO G-0 �ILVAXZATIOH 1 60 CA.4W" UXTLPOR trm 11P S[.�i�l CP PiE 16 X r AND 16'X 8'MCOEL 600 AND MCICEL 9 DOORS. 7'1 ,if wNoo�rRE UN,3/3r IMCK SM CLASS 12 GA.MV.COV.TO-'P,�Li r �K'T `li;U-1 FROTICTION o!4 -Y .1 1 T_ ArIAC)ICD%(2�S/15,.I- 7�1 LAG I)XTS TR RACKET (1)1/4' 1/2' OMT A TI'l 3 20 CA.STRUT ATTACHED W1(2)�/15' 1- ZVOUXI)INSIDE rRAVE LAC POL-S PER E9.)SlU 3/A Asc'nR[��2 AWEACH !lT*lf'lL'[7't" 7*0* 2-5/0*w 2D-1,17* sc'n'ER"YELLO"P'I't P)1/4", n�c�� 11"!_1 PoLTS a PVT% OD4140 ALL C140 ETUS A I J-3 WLT-�2� DIA� -5/3 IA Sk rll��.STTEL L POt LLR'Hl�'GC 3ATT.!,�4CO 7' HEX HEQ�C'Lls ik'n "tT LAG HINGE KOS'— P, A (4)SItP/,JFI HANLUS ATI, CHED W/(2)1/,-23 x 2 1/2' 2' I'L%ITUa TRACK DOLTS AND 1/4 X 20 NV7S 111AIX T'ICXIEI�: 3/4' z., 3cRrn KA"NOE LV.SM' -. .:::'.�,J': CS ATTACHED C BOMA4 BRACXLT V.PLY.,$1 m ATtA(>4ED*/(2)1/4*9�5/4' LE HEX RE AND MMUTE STI (HEADISCREWS AN� W/ 1)s/5 LAG DMT T'� 'I�_Ajr' T�r�� r', UM 70 TALL DOORS sl CDNT.ALL)U.I,ryTpU"CN W/CONT.11 YL ASMAGAL '4 ... ...... SEQ!QN A-A (SIDE VE2 _2� v7.j 7: t'i V -39.5 PSr IL L RATED fOR 100 MPH FASTEST-PALE AND WOOD PJAMR ATTACHMFNT TO STRUMPT 124 UPP"PEAX GUST YAND SPEED ...........) S'FROA�Dlf D-11 PIP IML _ANfXAMOAC%L_V-1 MMOM= 0-1 vk%—Pow 3/1.x e r ic, M-S*JTPW MS�24'O.t MIN W.Ml-c -C.C.,VIP*1 2-3/0 SIARIM 0*M�M,�20 at I 4/23/0210LJ tTVIWA�10 14�31V r'.T.0 V r—D"� W mt ol mil Ix"A—R 3/8'1 I-VI,sTmirfa V P_ r 7 i7 s7ARY"*I*�LIM U�, Inn rATTOOM r..T)�T ff I I MODEL #000 SITRATFORD TO A --.m MODEL �DSO HERITAGE 1. 51,&JO�A"DY A E I CA-., 07/23/961 DRA-.0 WWOEX <CKED BY AAE FLA-57�� A,V, 'C' 7 .0 C& c 77- "I _7� 5TV �Ij —14 CA, S11C 14 C&C�,LV STU� �.LL- INTR.Cc�'A1711�11.. AX W/(1)1/4' 1 3/4' W/(,)1/4 3 o�' i�' N57 // HEX KID f ;��Cc HLI K'A�" ;�L v 2D Ck GAL�. LER HINGF' T I M,�GE CONNECTION �F_�JIQN 20 CA G&LY.SILL. S)bLE woon IIAYR I W, '��l RATrD FOR IOC IL's 124 1APH pCAA IN3 I AL_ 10 scw�S-" WIT 3/4, s" a 31e CIL, 1"' IRXCK TUt,41$S ilA2, zrxc_�o'3/e t—T I!�� _�l':�,/'.� Cr,' 14 CA, V. "M_/ 2 x a sov'mt:xR'fL,Low pa4c Q40.2 CA WiLR) K W/(4)1/' V,L,L PLR N,C LP� V D11'_i"', i w: N0 7vo 3Y vIxm VINWV%ftITTH 1/4-FAX SF41M SPACE C K FETWECH f n v IN c HCATH�NG bT I VD Fy"OOD i4TM'AS IZCC'IL (SEE NOTES) 114-MAX 4- :;HIM SIP"I'm X AS REC'". (SEE tQTC-S) GH, SPA- IT v!--,k7 L ANCHOPS (TYP.) jk. 13 ...... VIN TWE VINDDV rRAff-' WADER C. (Typ.) 'ING PI A 'w MAX T P -Vjr,,,,7D FOR aAzv�i—J 6-MAX,-�IP.) VCR' R NOTE 7) 7!� CA K ATWw. Co:,,jj---,IA Ncr hY GTHERS n[P,T's r-A 01 JOB FY rIH S1, FIR TYPC VIN:OW� ST FIRAKE jlv4s sj�71 I�y 6. S APR 5 20OZ -cvjrz.6 SCRcv Nfpnl�m ja-y-TL SECTION 9- -w: -LE SN Ar. 1)�H[44 AS RZID'D.ADJACENT TO CACH INSITALLATiON ANCHOR, C AEI - ;M'IT TO FIE 1/.4 2)VflNDL)W FRAME MA--FAL--ALL1WNVV A!j-C-tfC�. ANCHOR MUST V-OF ZL'FFiC)1S-, LTH�IC KHIB-1 i`-- Z)INSTALLATICN OTHERS INTO Woco FRA�E MEMBER. USE SIUCONIZED ACMUC CAULK eEHIND V.NDOW FIN AT HEAD, 5tLL&JAMSS- USE SILICON(ZE0 ACRYLIC CNAX FOR etRI ETER SEAL AROUND C)CTMOR Of'0�00W rRAJXF- GLASS TKCKNESS MAY VARY PER THE RECM'EVENTS OF ASTV CIZOD CLASS 0"17S. VTr FSFACF f�AX 7)INSTALL WSTALL4TIOU FASTENCRS AT 6-MAX,FROM CORNERS AND MAX.24*O.C.Of'-JON PRESSURE CAPAOny OF INSTALLATIC84S.WITH ANCHOR SPACING AS STATED.6 700 PSF FOR ALL AVAILABLE SIZES UP To 7:5'X 71^MAX COMPLIES VITH FEC C14APTER 17 SECTIONS 1707.-4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.2 FOR MASONRY, (SEM AS REO'D. CONCRETE OR OTHER STRUCTURAL SZJB�MATES. MARCH 1,Z002 c NOTES) "y V-D I r1101- REVIDESCRIPTION DATE INI INTERNATIONAL INC MCI., Ty OT D"DMENT FLORIDA EXTRUDERS SANFORD. FLORIDA TITLF-INSTALLATION DETAIL W/#8 SCREWS SECTION- A- HDR2. SLDING FIN WINDOW SERIES 1000 DRAWN Ur.B B Ap lk�FL 3.26 m�,ic--..n: T)�TE:12/17/01 JSCALE::N. I. S.IDWC.: FLIEX0028 Z iM I SHEATHING VINDDV VIDTH 1/4*UAX By OTHERS 11 MIK SHIM SPACE VEEN EMBEDMENT WOOD fiv4m FIN L VC1317 FRAMING BY OTHERS BY OTIIIERS MING 4THIW SHEAll" sy SHIM'AS R-1011). 1/1'MAY GLAZING INSTALIATM AMC HOR (SEE NOTE 6) AX BUILDING PLANS"Amit" #8 SCREV _RS REVIEWEI)FOR CAUL11 FIN TYPE CODE COMPLIA-N-CE D[rEFZ;CR V�S:QV FRAME KEEP THIS PLAN ON JOB ECTION. B-B EXTE"1,4 APR 2 5 20o2 F14 TYPE_/ PZRIMrTER BY nuium V,N:�GV FRA,�_' CAULK/.";Sl . . I -0.AT FL. BY U."iEps 1)SHIM AS REO C�INSTALLAIMM AW_ WITH LOAD BEARING SHIM.MAX.AU.OWBL-'SM STACK TO BE: 1/4-. --nAL-ALUVWJR ALLOY GLAZING 2)WINDOW FRAm.E GOES. N CSEZ NOTE 6) 3)INSTALLA-11014 ANCHORS Mv:;f BE OF SUFFFICIENT D(TUIOR SLICK LENGTH TO ACHIEVE kilN.EMBEDMENT OF I- HEIGHT VINDOW VIDTH INTO WOOO FPAME. 4).USE StUCCNIZED ACqr-JC t4L"FOR PUSEMR SEAL A.RQ�,�ND CC-:Ok CF WXDOV FRALF- A-, USE SiUCCI�=- A��--(LJC CAULK BEHINE) Fitt PER FIEQURT)k-i-S 6)CLASS rNICVNESS V�Y VA��y 3 OF ASTIJ!�I� S 0i�"S.SvV'Mz CIA-'IC Is sho�'4' , _K`�G CISS ALSO CUALF-_). 2ERS "CC 5FFdES VDI'So Pcil_t_'_ V"Nuw WINDOW IS SH'C.N.T'1;3 F TNrr ALSO APP`.f-_TO 73 FLORIDA W R HEIGHT THE FLCRJDA R FIN rypc EM-3c:RS 1000 AND 17S3 SS*3 VINDGV FRAME PICTURE WINDOW. 8)SPACE INSTALLATION ANCHORS AT 61 MAX. -TER nEl B FR M CORNERS AND MAX. 24'O.0 DE5'-S .ULK 0 �Egs PRESSURE CAPAC�. OF nLL— �Lj ANCHOR SPACING AS STATE:).IS 70-0 PSr FOR ALL AVAJLAR-1 Siz-,Up To 73*X 71"OR X 95-OR I IS'%57-4/a'MAX -Rev 9)WINDOW UNIT CAN EE MULLED TO OTHER mis USING ALUMINUM TUC;�L(ULUOK SEE MULLOt MEWED FROM EXTERIOR INSTALLATION SHEEM FOR REQUIREMENr- SHIM AS REal". 4441, 1/4' MAk COmPLIES WITH FBC CHAPTER 17 SECTIOPIS 1� ISIEC HOILS) ANCHORING RECUIREMENTS AND 1707.4.2 FOR OR CONCRETE OTHER STRUCTURAL SUBSTRATES, VOOD FRAMING LK BETWEEN SUCK BY UT$�_Rs VINDGV FIN FLORIDA EXTRUDERS 16 SHEAIM14G EMBEDMENT -TAIL W/ ge wimm* SHEATHING T=:INSTALLATION Dr- BY OTHERS FIXCD FIN WINDOW - SERIES 1000* aEQ!L0 A-A P�ARM A--M If DRAIrN BY:BI) AFPRGVFto BY, — + LF:,,:. T. -p .4. u .1 . . ...... ED NT 4T�', 51-15�1_ TWEEN SHEATHING` km�j Tvrl p 4 SHIm:sp FIN 13Y OTHERS �RS.. wo 13D,- INCI= �:STUD rMTHERS-7- , i�, 1. (SEE No E:S) Pq YTiTi NMI T'14 4CHORy T S)i r9EV X.— !s I-Him. "HEDWNT 1114" MAX. J RIMETER GLAZING CTYP.) Zli., FHIH SPACE (SEE NOTES) CAULK OTHERS SHEATHING FIN TYPE BY OTHERS VINDOV FRAME CAULK METVEEN HEADER GLAZING (TYPj FIN TYPE WINDOW FIN (SEE NOTES) VINDOW FRAME & SHEATHING- WINDOV JAMB P RIMETER INSTALLATION ANCHOR V DTH CAULK 99 WOOD SCREW A BY OTHERS STUCCO -By OTHERS. gUILDIRd pLANS EXAMIN E\C FOR- SLCTION' B-B �EVJEWED I CODF, COMPLIAINCE -KEEP THIS PLA"i 0-'l JOB 24' O.C.' MAX. (TYP.3 ECUALLY SPACE VINDOV ANCHORS (TYP.) APR 2 5�2 ooz I : HE: C HT GLAZLNG Y I— ing Zon' lns�cctiGn iv ax.,FLt, -D. tdfilding (SEE NOTES). , 1) SHIM AS REQ �AT EACH INSTALLATION ANCHOR. -SHIM STACK TO.BE�1/4'. MAX. ALLOWAeLE, 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 606:5. �T P Exa iner Sig�tu- Lic 3) INSTALLATION ANCHOR MUST BE OF SUMCIENT.LTH. TO ACHIEVE MtN.'EMBEOMENT OF I' INTO WOOD BUCK- -A YP.) 4) ME SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN I LCIT AT HEAD. SILL & JAMBS. FIN'TYPEJ 6' MAX. CTYPJ7 USE SILICONIZED Il� CiALIM MR PERIMEiER SEAC'. WINDOW FRAME SILL AROUND EXTERIOR OF WINDOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT USTED IN ANCHOR CHART, ELEVATION �IMETER MARBLE SILL USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. CAULK ST013L VIEWED FROM EXTERIOR 7) GLASS THICKNESS MAY VARY PER THE REOUREMENTS OF OTHERS BY OTHERS ASTM E1300 CLASS CHARTS. 6) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN.. THIS PRINT ALSO APPLIES TO THE: FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNG �WWDOWS. .4CHOR TWO 13Y VOOD CREW COMPLIES WITH FBC CHAPTER 17 SECTIONS 1707.4.4.1 FOR BY OTHERS ANCHORING REQUIREMENTS AND 1707.4.2 FOR MASONRY .e CONCRETE OR OTHER STRUCTURAL SUBSTRATES. MARCH 1. 2002 -'EEN INTERNATIONAL, INC FIN ATH ING FLORIDA EXTRUDERS SANFORD, FLORIDA -fING OT I S TITI.E:INSTALLATION DETAIL V/NO SCREWS EMBEDMENT SECTION _A-A PRWARM BY.008EK4 RJOM.W.Pr_ SINGLE HUNG FIN WINDOW SERIES 1000, 1500.- L 2000 1431 SUNNNGDAU W" 4 � OVED 13y: z DR&WX EY: 4.. . . .. OfMMM IFL 32a=. 49M ------777 3/01,41fL- SCALF_R T..S. IUWG.:fLEX0026 SHT,�f,13F-_� i T 13 AF ,'2 ZIA �w 350 4, tr,.7 4.V INSTALLATION -ANCHOR CHART 41 -QUANTITY QUAN-,'. N k I IN D':'4&-.SILL EACH JAMS H -.,ALL `n-k�'t�`�',,'� -! WINDCA ob, t"" . EA! I STI 70 PSF MCI SIZE SIA :UP TO UP TO pl. 3 1 1 2'-' 2 '4&' /2;k 27.�l 2. 2024 "2 23 1/2 X 2030 2' 2, 1/2 23 1/2'X_43:1/2 3 2038 W 2040 "23 1/2 X 471/2 2 2044 ...'23 1/2 X 51 A/2 3 23 1/2 X 59 1/2 2 2050 2060 ,,,23. 1/2� X 1-7 1/2 4 2070 �--'23 -1/2 X 83 1/2.'� 2424 .:,27 1/2 X 27,1/2 4. 2 2430 27 1/2 X -35 1/2 2 2 46, 3;,i L,F�sjh 2438 ,�',,.'27 1/2 X,.',43 1/2 2 244b 27 1/2 X :47 1/2 2 1..-1 2. 2444 27 1/2 X 5 -'2: 3:� 2450 27 1/2 X 5d*'l/2 2 L 741�_ -71"l/2!, 2460 27 1/2 X 2470 27 1/2 X.83 1/2 2 2 2824 31 1/2 X 27 0/2,q 2 2" 2830 31 1/2 X 35. 1/2 2 2838 3,1 1/2 X 43"11/2 3 2 .3 31 1/2 X 47-1/2. -2 2840 ' 3 2844 31 1/2 X 511�,1/2 2 31 1/2 X 59 1 2 2 2850 3 2860 31 1/2 X 71 1/2:,,,- 31 1/2 X B3, 1/2',� 2870 4 3024 35 1/2 X -27* 1/2 1..2 1/2 3030 35 1/2 X 35 61" 35 1/2 X 43 13- 3038 1/2 2 3040 35 1/2 X 47 '1/2 2 3 3044 35 1/2 X 51 /2 :2 3050 35 1/2 X 59;.1/2 3 3060 �`35 1/2 X 71-o'1/2 2 4 3070 35 142 X 83 1/2 2 4 3424 39 1/2 X 27�.:1/2 3�- 5 1/2 -1 3430 39 1/2 X 3 3 2 3438 1- :.: .39 1/2 X 41-1/2 3 ' ' ? 3440 39 1/2. X .471"." 3 344-4 -41/2 ;.39 1/2 X 51, 3 .3 39 1/2 X 59:.1/2 3450 3' -1/2 39 1/2 X 71 3460 39 1/2 X 83!1/2 3470 3824 43 1/2 X 27j/2:,_ -3 - -3 3830 43 1/2 X 3 5'1/2� ',. : ' , i I 'Z." . . .1. :�3 3 3838 flit -1/2 43 1/2 X 41, 3840 '43 1/2 X 4?��1/2 3 NST 3 3844 43 1/2 X 51,-1/2' 3850 9 1/2 3 43 1/2 3860 43 1/2 X 71 1/2 3 t; '43 1/2 X 83�;� 4 3870 :.1/2 3. 4024 1/2 X-2 3, 2 15'L"l/2 2 4030 .47 1/2 X�3 3 4038 47 1/2 X 43 1 2 3 .3* 40Q 47 1/2 X 47 1/2 3 3 404-4 47 1/2 X 51 1/2 3 3 4050 47 1/2 X 59 :1/2 3 3 4060 47 1/2 X 71 1/2 4 -layw'Ll A 4o7o 47 1/2 X 83 1/2' PREPMLL) BY-ROBERT J. 0. P.E. 145.1 SUNNINGOALE WAY ORLANDO,-FL 32826 FLA. PE UCENSE NO. 49752 "o;w "WX Si` 7R TALLATIONiANCHOR_ 413 SCREW Twfj� Ls -By;�vo CREW- �8 MTN-�l�IC7-t-1:1Y OTHERz' TVEE:!l 17/f f_x Vocil 13Y OTHERS 1, C I HERS D00i, F V CAULK BETWEEN HOOK STRIP t SHEATHING 1/4' v�AX A GLASS DOOR SHIM "FACE SLIDING HOOK STP,71' SHIM AS REQ'13. (SEE NOTES) M-t 6 EMBEDNE;�T INSTALLATION' ANCHOR V8 SCREV SLII]ING CLASS TEMF-ERED GLASS D05R FPAME (T Y,-,) CAULK _T-_7T w'EEN DOOR FLANGE L SHEA H:N 3 SHEATh-NG I y 0 1 HR�; -D j ��Tf-�VPC R� (TYF.l SPEATH`1�1: S i'ID'i (7 L L—STUI-f-r-, �Z S 7:N5 G L AS f (TYP., :Y OTH_`�� By u r0QRi T -HT,,---. LY MATERIAL, etNKLJH 62, Z, 443' 'NSTALLAT;� loz�JC.VS U� !�'_K'FICIENT LEN tT GTH TO A L N:h� r0wPErMEI —1/8' INI� V=n. 11--,TILLATION AICHSRS AT Slu —,C V-r Dt' 'E 11 IN I C�ASS 5R F PA:, :U-rjGjENT LF�4GTH TO UF DNTO INITALLATION "��HDQ CHART i;k' �-CX U�_ -,H:S SWLLT. USC SILICON=� 6CFYLIC CA`- '14� rOOR FLANGE AT LK ICHI W-AD L I�E SILIC13NIZLD ACRYLIC ClUll 1, i-UR PE:P.I<TrR SEAL -RDL14D EXT L U_ Ep, OF cap� 6) IF' EXACT LOOP 'E22C IS NOT I-TfT.FD IN OR CHART,USC ANCHOR 1&�ANTITY LISTED VITH flZXT LARGER SIZE, FC-R THE APPFI]PRIATE DESIGN PRESSURE REC-a 7) FUR FOCKCT DOOR,SIZES US,- CLC-''::ST EYPASS DOOR SIZE L CONFIGURATION TO FINISHED OPENING. PLACE INSIALLATION ANCHORS, FRONT OF HOOK STRIP AS SHOVN. F) CLASS THICi(NFSS KAY VARY PER PEOVIREMrNTS OF ASTMI C1300 CLASS CfaLARTS. 9) DOOR UNIT IS APPROVED US:NG 7EmPCRED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 10) JAMB / SILL CORNERS ARE TO �C SEALED VITH A SMALL JOIKY SEAM SEALER. STALLATION ANCHORS. MAX. ALLOVABI-C SHIM STACK TO BE 1/4'. 11) SH:M AS REC'D. AT EA. SET C.r 1N. r ALL INSTALLATION ANCHORS MUST.EE MADE M CORROSION RESISTANT f(ATERIALS. A VHCRE 'X' REPRESCNTS MOVING PANEL AND '0' RCPRCSFNTS FIXED PAWL APPROVIED -4 CONFIGURATIONS ARE AS LISIED-ON ANCHOR CHART ON 13ACK OF THIS SHEET. I' NOT ALL CONFIGURATIONS LISIED AROVE ARE SHOVN ON THIS DRAVING, HOVEVER INSTALLATION --- EXTERIOR ELEVATION SECTIONS 'A-A', 1. HOOK STRIP DETAIL APPLY TO INSTALLATION [IF ALL APPROVED CONFIGURATIONS. A Him OUILOING P�Lfk?,ASA r R'��bOR SH0VN IS) FLORIDA EXTRUDERS 10010�SCRIES SLIDING CLASS DOOR IS SHOVN. THIS PRINT ALSO APPLIES TO REl\Tlr_�vt_b' F 2000 SERIES AND 500 SERIES. CODE C0NlPLTAT'TCF_ PLY KEEP THIS PLAN 014 JOB :-:'R SILL IN BED INSTALLATION ANCHOR APR 2 5 20OZ 3/16' DIA. TAPCON CXTRUDERS B il ing ing!11�1_`� - L [IRIDA I NT. INC. I �,tiO 'Nf-laX..FL - SANFORD SrLCTION A,-A. !Idint oni :SLIDING GLASS DOOR- 500,1000 & 2000 Egaminer Sirna vr�jr�, INST ALLATI Flj dlTi P F r7yA.c-rp;17 VIA-i,: 1pn7/m N;T lnwr. so-, AJ6 To 46 PSF To 61 P.'�r- Tij U" TO r I SIZE 45 PSF 60 PSF- 70 PSF AS PlSr- 6G PSF' j -j 0 PS�7 45 PSF� 6 PSF- 6 1,6 G i-41' x 80 8 4 4 60 X 80 6 - 6 a 0 4 4 4 6 11 4 72 X 80, 8 4 10, 96 X 80'v 10 10, a. 4 4 4 2 -I X 0 1 60 X, 96 6 6 �10 lo: 5 72'X:'-96'�i U.- 5 -60 X-120 6- 6 6 V,12- 7 6 - 13 7 12 72 -X 2 96 IX:120 12 7 12 109 1/8 X 80 12 :'-- p. 9 4 4. 145 1/8 X 80 14 -- - ---- A 14 8 -4 4 4 4 I/e x 80 1 lr a iT5 I/S x-9 .10 10 x 5::- 14 -\-Iz�14 10- 114 9 2C IV A/3 -7 T 2:.5'd 9" '3 4 -79'5/S 6 I i 5/8 X 96;- 5- 5 it 5/9-�X Q6 14 14 I't in 5 5 3 5/8:X -16 7 '3 5/9 8 14. -F-7T9--57U-x-�i �i-, J 6 -3 5/9,X-96�1 4'- 5 �5/9;X 9�,:- 18 :Is to 1 10 5 14 b- 9 -5/0'�X-120 -14 T 12- 12--F -,j 5/9-X 120 12 "A 5/8 X�'120 le 19 1 12 9 7 ASTI/41X" '16 . 4 -1 .4 b 14 1, /4. a 14 1 x 0 1!s i 7-- 1L 11 1/4 5 I., I IQ 4 i "I — z -, I ,"- 1-C-,9 1/4 X J i " - S,I-� -,11 10 lo 5 5 5 1/4 X 12 12 7- .7 16 19 12 5 1-41-1/4 X IFO 1, 12 12 4 14-.. 16 9 1/4 X 120 6 1 12 E X D 6 6, a lo_ 6 it _12 _I 4 le -0 2tO '.40732 nA PE�LXUAE T�I N , A Dc� CV �X r cc Ro-of—LoadinR (Cd- 1.25) Top Chord Live Load 20 psf Top Chord Dead Load 7 psf of 1 Bottom Chord Live Load 10 Dsf Bottom Chord Dead Load 5 psf Floor Loading (Cd- 1,00) TRUETRUSS" 'Pop Chord Live Load 40 psf Top Chord Dead Load 10 psf Bottom Chord Live Load 0 psf Bottom Chord Dead Load 5 psf (C(I Wind Loading E- I ASCE 7-98, 3s Gust 120 MMA Exposure Category Importance Pactor 1.0 PARTIALLY ENCLOSED T 3 Sp Hoom) Loading (Cd� 1.00) -ecial Floor (Game P t J2 'Fop Chord kive Load 60 psf Top Chord Dead Load 10 psf It Bottom Chord Live Load 0 PSI Bottom Chord Dead Load 5 psf J1 Maximum Noor Truss Spacinq 16" 0.C. J4 C\2 < Design loads were provided by the building designer �o J4 C'3 This drawing is not sufficient alone for installation. Additional instructions accompanying this drawing, 114 1 includina H.1B- 91, should be used in conjunction < j Z.1 with the architectural arid structural plans during ins ta I ta tion. If HIB--91 has not been shipped to 2 J 4 the site with the components shown on this page, please contact Apex Technology for a free copy. C J4 The Design Loads above were provided by the < VIA Engineer of Record. n k Hi VJ4 The Engineer of Record is instructed to sign the 0 0 singat.ure block to the right indicating his CD VJ4 favorable review of the truss dOCUrrienits in cn: accordance with Board Rule 6IG15--30.006(3). fie �4----VJ5 snall also indicate his license number and address a] on this page. '�-V J 6 Permanent bracing of the roof sytem, including gable tr�;ss bracing, is '.!�c rcspo�-,s;bi�:ty of the Engineer of Record for the structure or the building designer. LfD �c 7 All trusses (including trusses tinder valley framing) > must be completely decked. All valleys are to be convenLiomilly franied by builder. All trusses are designed for 2' o.c. maximurn spacin1g, unless otherwise noted. Alt walls shown on placement plan are considered to be load bearing, unless noted otherwise. DO NOT SCALE THIS 1'1'/RMV!M'-' 11/25/02 C4 WARREN V. CARRIGAN III P.E. No. 48803 SS 3�WEB MEMBER PLANE.X'11,119,as shown,is critical in DO NOT USE SHORT BLOCKS TO BRACE BEGINNING THE ERECTION PROCE p evening trusses from leaning or domiroing. Repeat as INDIVIDUAL TRUSSES WITHOUT A i:important for the builder or erection contractor to provide substantial bracing for the first truss erected.The two or more shown to create a succession of rigid units. SPECIFIC BRACING PLAN ,sea mal up the rest of the first set are tied to and rely upon the first truss for stability.Likewise,after this first set of trus.- as is adequa sly cross-braced,the remaining trusses installed rely upon this first set for stability.Thus,the performance of the Conlin X b DETAILING THEIR USE truss bracingtsystem depends to a great extent on how well the first group of trusses is braced. late,.[��aclng Another satisfactory method where height of building or max. max. GROUND B ACE-EXTERIOR GROUND BRACE-INTERIOR Web members- 1�4-1564�154 One satisfactory method til the first unit of trusses off to a series of braces that ens attached to a stake driven into the ground condilions prohibit bracing from the exterior is to tie ground and securely anchored.The ground brace itself should the first truss rigidly in place from the interior at the floor X-bracmg should be installed on vertical web members b suppor a led as shown below or it is apt to buckle.Additional level,provided the floor is substantially completed and wherever possible,at or near lateral bracing.Plywood sheathing ,round braces in the opposite direction,inside the building,are capable of supporting the ground bracing forces.Securely may be substituted for X-bracing. also recommended. fasten the first truss to the middle of the building.Brace the Note. Locate giound,braces fo� bracing similar to exterior ground bracing shown at left.Set cpq Web members See WTCA's True Technology in Building first truss directy in ine with al trusses from the middle toward the end of the building. Brace the Always Diagonally Brace for Safety document 'rs rows of top chord continuous'a'- eral bracing(either temporary or Properly cross-brace the first set of trusses before remov- e e4e bracing p I, ermanent), Ing floor braces and setting remaining trusses. for short block use options 2nd,3rd&4th trusses BRACING REQUIREMENTS USING THE SAME PRINCIPLES APPLY TO First truss PARALLEL CHORD TRUSSES 2 x:4�minmnunrf Temporary support wall or temporary *45' scaffolding(helps Bottom chords First truss to be well when ins Ifing long braced before erection clear so trusses) Note:Top chords and some web members are not shown, Ground brac, of additional units. Brace the bracing in order to make drawings more readable. Bearing for trusses Ground bracing 0 Lateral Ground stakes Minimum Two 16d I STACKING MATERIALS 4, cube as ad ails DO NOT PROCEED WITH BUILDING COMPLETION UNTIL 2xA minimum ize ALL BRACING IS SECURELY AND PROPERLY IN PLACE stakes a Irl diagore,s to g,ound h vI Tmislis .ronra��Ipr`ta Platform in at gle a a 2" enetration story applications 11.rigidly braced P Al _`*_71hord VF N BRACING MATERIAL OR INADEQUATE FASTENING IS A MAJOR CAUSE OF ER IN OLERANCE NEVER STACK MATERIALS ON UNBRACED Proper distribution of construction materials is a must during N, 'I'l, construction. See WTCA's Truss Technology in Building 0 vp OR INADEQUATELY BRACED TRUSSES Construction Loading for additional information ::LLenglh Length "A' 11 + Acceptable Z7 77 agains out- side d ,5�,iR". bearilnogwall v"i M, _--1 ik Leri 16'to 32' =V Ri 'I Long h 32'&over=2" I or floor line,AND TO ACCOMPLISHING EFFEC- r7� Acceptable over load eed for the hazardous practice of respacing or bearing wall or bowing can cause Is to miss the top NEVER STACK MATERIALS NEAR A PEAK a is a frequent cause I dominoing. 'OR -ORD OF THE TRUSSES. Rp011�g �1'1 o 20 Always stack materials over two or more trusses. NEVER STACK MATERIALS ON THE Not to exceed 4o"maximum from bearing CANTILEVER OF A TRUSS UP 4-0" 4'0" TRUSSES NOT WALK ON TRUSSES Al G_ UPPORTS �,gjli w GABLE ENDS LYING FLAT direction All anch of nailing nails single ledgers, brace uss Roolng and mechanical contractors are cautioned to stack shall be materials only along outside supporting members or directly nently at over inside supporting members.Trusses are not designed for NEVER OVERLOAD SMALL GP(OUPS dynamic loads(i.e.,moving vehicles).Extreme care should be direction OR SINGLE TRUSSES.POSITION LOAD taken when loading and stacking construction materials "it ��:i of force OVER AS MANY TRUSSES AS POSSIBLE. (rolled roofing,mechanical equipment,etc.)on the roof or END OF Til" floor system. SS S, WELL NAILED Sleepers,, acing sho 1 4 (PERPENDICULAR TO FORCE) ndicular to 11 Ut�\I J BRACING REQUIREMENTS FOR 3 PLANES OF ROOF Panel point )mporary erection bracing must be applied to three planes of the roof system to ensure stability:Plane 1)Top Chord(sheathing),Plane 2) Sleepers for mechanical equipment should be located at offorn Chord(ceiling plane),and Plane 3)Web Member plane or vertical plane perpendicular to trusses. NEVER CUT ANY STRUCTURAL panel points(joints)or over main supporting members,and �TOP CHORD PLANE.Most important to the builder or erection con- 2)BOTTOM CHORD PLANE.In order to hold proper spacing on the MEMBER OF A TRUSS. only on trusses that have been designed for such loads. otor is bracing in the plane of the top chord.Truss top chords are bottom chord,temporary bracing is recommended on the top of the bot- .ceptible to lateral buckling before they are braced or sheathed. tom chord. Top Chord Diagonal Bracing Continuous CAUTION NOTES ontimuous members lateral bracing Effort; in building lines and/or dimensions, or errors by others shall be corrected by the _"g Not to scale. C ontractor or responsible construction trade subcontractor or supplier BEFORE erection of t Bottom Chord 2"x 4"x 10'Length 't russes begins. *6'-Spans 46-6o:Use spacing no greater than 6'. lapped over two Bottom Chord Cutting of nonstructural overhangs is considered a part of normal erection and shall be done by 11 betw n 30'�45':Use�Vspai trusses.. the builder or erection contractor. pli San:e up to 0r:Use 10 spacing. ConfinuousTemporary Any field modification that involves the cutting,drilling,or relocation of any structural truss Lateral Bacing member or connector plate shall not be done without the approval of the truss manufacturer or Temporary Diagonal (where possible place at Bracing every 20' each top chord joint) a licensed design professional. The methods and procedures outlined are intended to ensure that the overall construction techniques employed will put floor and roof trusses SAFELY in place In a completed structure. b. These recommendations for bracing wood trusses originate from the collective experience 20l Connect end of of leading technical personnel in the wood truss industry, but must,due to the nature of 45- bracing to rigid support or add diagonalmacing at responsibilities involved,be presented only as a GUIDE for use by a qualified building designer, approximately 20'intervals(repeat at both ends). builder, or erection contractor. Thus, the Wood Truss Council of America expressly .20 disclaims any responsibility for damages arising from the use, application, or reliance Temporary Diagona 2"x 4''x 10'Length Long spans,heavy loads or other spacing configurations on the recommendations and information contained herein. Bracing every% lapped over two trusses. may require closer spacing between lateral bracing and closer intervals between diagonals,Consult the building �XACT SPACING BETWEEN TRUSSES SHOULD BE MAINTAINED designer,HIS,DSB(Recommended Design Specification Selected text and figures referenced or reproduced from His and DSB by lS BRACING IS INSTALLED to avoid the hazardous practice of removing for Temporary Bracing of Metal-Plate Connected Wood permission of the Truss Plate Institute,Madison,WI. ,racing to adjust spacing.This act of"adjusting spacing"can cause trusses to Truss,es)or WTCAs Truss Technology in Building Always opple if connections are removed at the wrong time. Diagonally Brace for Safety document. WOOD TRUSS COUNCIL OF AMERICA IN IMTM One WTCA Center DIAGONAL OR CROSS-BRACING IS VERY IMPORTANT! 6300 Enterprise Lane Madison,W1 53719 SEE WTCA'S TRUSS TECHNOLOGY IN BUILDING ALWAYS DIAGONALLY 608/274-4849-608/274-3329 fax BRACE FOR SAFETY DOCUMENT FOR ADDITIONAL BRACING OPTIONS. Copyright 0 1986-2002 Wood Truss Council of America wtca@woodtruss.com.WWW woodtruss.com All W,,,,w 02r- 29 6- 1-0 - 0- 0- -23-_6 ----0 T T F-J---1 V115 Vj V 4 j 4 �7 J4 t -n v') VIJ4 V" V j -- ------- V.J 5 VIj 6 -f t iL L -.11- Q0 LO L- 1V C"D - 0 30 1) 28 0 , 5"1 8-1 '2 C-11 'It I WARNIN Spreader bar for JOB SITE HANDLING larger trusses GENERAL Familiarity with the CONSTRUCTION DESIGN DOCUMENTS,the TRUSS DESIGN DRAWINGS,and TRUSS PLACEMENT PLANS(if required by the CONSTRUCTION DESIGN DOCUMENTS)is required to properly erect,brace,and connect the trusses to the building system. All of the care and quality involved in the design and manufacture of wood trusses can be jeopardized it the ALL TRUSSES SHOULD BE PICKED UP AT THE TOP CHORDS IN A VERTICAL POSITION ONLY trusses are not properly handled,erected,and braced.THE CONSEQUENCES OF IMPROPER HANDLING, Proper banding and smooth ground allow for unloading of trusses without damage,This should be ERECTING,AND BRACING MAY BE A COLLAPSE OF THE STRUCTURE,WHICH AT BEST IS A SUB- done as close to the building site as possible to minimize handling.DO NOT break banding until instal- STANTIAL LOSS OF TIME AND MATERIALS,AND AT WORST IS A LOSS OF LIFE.THE MAJORITY OF lation begins.Hand erection of trusses is allowed,provided excessive lateral bending is prevented. TRUSS ACCIDENTS OCCUR DURING TRUSS INSTALLATION AND NOT AS A RESULT OF IMPROPER DESIGN OR MANUFACTURE. Prior to truss erection,the builder/erector shall meet with the erection crew for a safety and planning meeting, making sure each crew member understands his or her roles and responsibilities during the erection process. TEMPORARY ERECTION BRACING TRUSSES ARE NOT MARKED IN ANY WAY TO IDENTIFY THE FREQUENCY OR LOCATION OF TEMPORARY ERECTION BRACING. All temporary bracing shall comply with the latest edition, recommendations and options as described in the Wood Truss Council of America's Warning Poster DO NOT STORE UNBRACED BUNDLES UPRIGHT DO NOT STORE ON UNEVEN GROUND described herein.Additional important safety information can be found in the Truss Technology in Building series of publications including Always Diagonally Brace for Safety,Web Member Permanent Bracing:Brace it for Stability,and Construction Loading, and/or as specified in the CONSTRUCTION DESIGN DOCUMENTS prepared by the building designer. g 21 PERMANENT TRUSS BRACING Permanent bracing for the roof or floor trusses is the responsibility of the building designer and should be shown on the CONSTRUCTION DESIGN DOCUMENTS.Permanent bracing locations for individual compres- If trusses are stored vertically,they shall be braced in a If trusses are stored horizontally,bl sion members of a wood truss are shown on the TRUSS DESIGN DRAWINGS,and shall be installed by the manner that will prevent tipping or toppling.Generally, on eight to ten foot centers,or, building or erection contractor.This bracing is needed for the proper performance of individual trusses within cutting of the banding is done just prior to installation. lateral bending and moisture the root or floor system.The design and connection of the bracing to the truss and then to the overall building system is the responsibility of the building designer,and is in addition to the permanent bracing plan,which is CARE SHOULD BE EXERCISED WHEN REMOVING BANDING SSES. also specified by the building designer. During long term storage,trusses shall be protected from the an at provides for adequate ventilation of the trusses.If tarpaulins or other rin be left open for ventilation.Plastic is not recommended,since it can tr H0, ALL.TRUSSES THAT ARE ERECTED BYTHE ERECTION EQUIPMENT III III INSTALLED ANDTHE ENDS OF1 III �N, IN SPECIAL DESIGN REQUIREMENTS ME WL Special design requirements,such as wind bracing,portal bracing,seismic bracing,diaphragms,shear walls, a i 01 ne "I"I or other load transfer elements and their connections to wood trusses must be considered separately by the g �n building designer,who shall determine size,location,and method of connections for all bracing as needed to fe .W1 Taglin resist these forces. I UNLOADING & LIFTING Truss sling is acceptable where these criteria are met. SPREADER BAR AVOID LATERAL BENDING SPREADER BAR I E IN TOE IN TOE IN TOE IN Approx.1/2 to 2/a_� �_Aipp ox.1/2 to 2/3 truss length ir-s length up to 60 feet up to 60 feet Tagline Tagline Use spreader bar in ALL other cases.It should be noted that the lines from the ends of the spreader bair"TOE IN";if these lines should"TOE OUT"the truss may told in half. STRONGBACK/ SPREADER BAR STRONGBACK/ SPREADER BA NEVER HANDLE TRUSSES FLAT B care must be taken to avoid LATERAL BENDING of trusses,which can 1� INV/11 eginning with the unloading process,and throughout all phases of construction, VA F,_1 0 Lil cause damage to the lumber and metal connector plates at the joints. Approx.2/3 to 3/4 Approx.2/3 to 3/4 USE SPECIAL CARE IN WINDY WEATHER. truss length 14 truss length over 60 feet over 60 feet IF USING A CRANE WITHIN 10 FEET OF AN ELECTRIC LINE, Tagline Tagline CONTACT THE LOCAL POWER COMPANY. For lifting trusses with spans in excess of 60 feet, it is recommended that a strongback/spreader bar be used as illustrated.The strongback/spreader bar should be attached to the top chord and IF USING A CRANE WITHIN 5 MILES OF AN AIRPORT, web members at intervals of approximately 10 feet. Further, the strongbackispreader bar should CONTACT THE AIRPORT 30 DAYS PRIOR TO ERECTION TO LEARN ABOUT be at or above the mid-height of the truss to prevent overturning.The strongback/spreader bar can be of any material with sufficient strength to safely carry the weight of the truss and sufficient ANY SAFETY REGULATIONS THAT MUST BE FOLLOWED. rigidity to adequately resist bending of the truss.