Loading...
128-9 Seminole Rd (vault) / f JOB ADDRESS /Z 0" q i2')cnKJit- TYPE WORK ` �-2 4-t) PROPERTY OWNER Ajl1c TELEPHONE ��3 l os s CONTRAaiOR UM& ALIAA TELEPHONE 46 3 " 5-5 PERMIT NUMBER �1 5 3o DATE INSPECTIONS: FOOTING 1/-5-0 I SLAB l 4 - O TIE BEAM L INTEL NAILINGSSEATRIG 6 -5-0 FRAMING/COYER UP INSULATTON 1 II - FiNAL BUILDING (0 '14-o( CERTIFICATE OF OCCUPANCY /o -u `a) FT.FCTRICAL PERMIT# D- --?°C INSPECTIONS ROUGH - d'-01, FINAL to -26-0 MMCBANICAL PERMIT# n?IG`6a - S Rs) ( 2 INSPECTIONS ROUGH 6 - -O / FINAL /o - u l PLUMBING PERMIT# INSPECTIONS ROUGH/UNDER SLAB q-) 6,.-0 / TOPOUT Ln K- WATER/SEWER FINAL /1.)--2.6-• NOTES: 615203 1 MAP SHOWING SURVEY OF LOT o BLOCK S Ati Ate SEcTiou Uo . t AS RECORDED IN PLAT BOOK 1° , PAGE 6 OF THE CURRENT PUBLIC RECORDS OF fl• v A - COUNTY, FLORIDA ( ASSUHED> L o t Ls o S - c o-t LP 0 4 L o C LP o 3 • °vc . flTLtvE ' ' Sr .aD _ . -• . _ -. 0 1 SE111 G004A0 IIZ a, °` IRou PIPS �QO\\ PIPE K 1..41'0 i4 4 4'1 3 -1,S 1,% 70, 1.S V 2.8 `- rM 0 0- 4,3 0 0 0 O CouG . QLocK O Lol t,Z • ? Cc)V�UATIO■.■ 4 0 Loz t9 Opout&ED) 0 r W Si I- n N3I l.S J ;S.O d 'o W h W 1=ouuD I�z' 7 1Qou PIPE d FOU lip 1k I. l 6' I1Zou PIPE 4o O.J �7' (uo •d ?00.0o 0 90' • • 0.3'// • . 50..0'0... ••• • • :' •• .� `j S' COUG. \\\ yv r lK SEMII.IOLE TZOAD SE1111JOLF 13EACt.1 ROAD 0'f PLAT) NOTES: 1. This is a boundary survey. 2. Flood zone x as best ascertained from Flood Insurance NOTE: Rate Map,community panel no.tzOOlg-ooto dated 4 t1•85 THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY 3. This survey is not a determination of ownership THAT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND 4. Business license #6470 IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY. I HEREBY CERTIFY TO: ANE,•A TCO� PROPErc-r%ES THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT Marvin . Banks TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 61G17-6 Surveyors, nC. FLORIDA ADMINISTRATION CODE./( 2866 MANGROVE AVE. FLORIDA REGISTERED SURVEYOR NO.4470 JACKSONVILLE, FLORIDA 32246 Marvin R. Banks (904) 641-2520 DATE 9 20 20 c 4 8L.25 SCALE: I`= z o THIS SURVEY NOT VAUD UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED Oct 25 01 10:47a Larry Hunt 904-242-7097 p. 1 MAP SHOWING BOUNDARY SURVEY OF- (7 LOT 620 ,BLOCK--,SALTAIR SECT/ON NO. 1 /\ AS RECORDED IN PLAT BOOK 10,PAGE 8 OF THE CURRENT PUBLIC RECORDS OF ,.• , 1 i DUVAL COUNTY,FLORIDA 1 M1---L07 605 -- _ •'LOT 604'x,'•`"''2.`� ` LOT 603 ENO I/2" :.;:.•,:..- --` IP(6470) 900.0". -DRIVE 90`2 V. 1N O 1/2- 2 (11.22 L°/,O;<?.; . 202 '.4" z (77+) 1.6' _: o GARAGE in a 4.2' 2-1 = CHAIN LINK FENCE 0--O = WOOD FENCE ONE STORY FRAMED IP IRON PIPE VINYL SONG/1289 L07 519 _ REM!? 621 a :n PC - POINT OF CURVATURE r F]MSNED FLOOR O PT = POIA?OF TANGENCY EL£VA T/ON 12.53' b RAT = RIGHT OF WAY POC = POINT OF CURVATURE PRC = POINT OF REVERSE CURVE 1 W Cit. - CENTERLINE kJ Q 2.5 X 2.5 END = FOUND CC aS D AC PAD BRA. = BUILDING RES7RICTIONLINE V) O NO-ID = NO IDENT7F7CATION A CENTRAL ANGLE iAt l= (71.42 75.0. R - RADIUS A ARC LENGTH V,.l V I C04£R£O (b (71.42 Al NOT TO SCALE 70.2 # — 74-A 1 74 FNO 1/2- '� J c /P(NO-/D) Q1 � 79.&00 ° 0 798' INN T' O-L ON LAN I ON LOVE y 90�OQ3. 0.3 11 + )( i IP Er F"'". f t 11 r.r.r% SEMINOLE ROAD (SEMINOLE BEACH ROAD BY PLA J) (70'RIGHT OF WA Y) OCT NO7F. VTROLY_E DATUM BASE0 ON 71/C N•G.VO. OF 1929 U 2 S iJiI _77 ^\ ty of A,tlandc Eeac, •wilding and Lo;,,,;` MARV R.BANKS YY ME Aro A+aArsrRORGnaa RT s SURYEPORS,INC .r • 2866 MANGROVE AVENUE JACKSONVILLE,FL 32246 THAT TINS SURVEY S mE TSS ONAL L ND SURVEYORS. AS Ser Apr7� FORTH BY TTF_fLCTBD.4 BOARD OF PROFESSIONAL LAND 51ARVEYORS. TEL(904)641-2520 FAX("'4)641-2060 PURSUANT TO SECTION 47207YFLORALN STATUTES AND CHART 07 670174 FLORIDA ADLNNNS 1R4 T7VE CODE NOTES f -"/� . % _ 7795 ISA BOUNDARY SLNVEY F/I�,'R.r UPVEVOR —_ R BANKS.ENO. 4/70 0000 TONE X ASBEST ASCERTAINED FRONFLOOD PANEL NO 0010 DARYL S 64955 I/O.6063 A 7E0 4.1745 BEARING DA RAIBAS®ONFIELED ANGLES AS MEASURED MERE NAY BADORICNAL RE5TRIC7XWS THAT APPLY BUT ARE NOT SHOWN ON INNS DATE 7677-2071 SLRVEV Bur AMY BE FOLNOAN 7N6~AR'RECORDS UNFACILI/IES OF DAS COMTY. THIS SLRVEYDOES NOT OFIER ABNEOnMERSN6P SCALE 7•'so, &Lowers 4355/655.WAABER cello .AOB NO 9124 THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 128-9 Seminole Road Owner: H & B DEVELOPERS Atlantic Beach, Fl 32233 126-11 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 21530 Date: 10/29/2001 DON C. FORD, C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 128-9 Seminole Road Owner: H & B DEVELOPERS Atlantic Beach, Fl 32233 126-11 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 21530 Date: 10/29/2001 DON C. FORD, C.B. ( Post in a conspicuous space ---... ..,..__- CITY OF No. 34619 ATLANTIC BEACH When Validated, This FLORIDA Becomes an Official Receipt. r6-a 5 20 of(#4.- 0 c -eU-066(7-0-CO NAME 6/3-d �i /Ur ' " Y ADDRESS L.3 .2.-3 3 AkialUtTC- Oa) -7 CITY 7 C C (-------iie _..-- (....___L-057ec. ) t--Q---C---, /01, 8 - 7 6v-it,(4 L. $15.98 74 Date:e 518/25/91 91 Receipt: 98867 1 98199883291889 BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: /0- .25.---0 ( Building Contractor: ,gyp,) Building Permit Number : 77/53- -, Address : /„— Legal Description: „29-/-62._ J Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as .IL1L ' Lowest Floor Elevation : a J� � /2.53 `' required as built * * * * * * * BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE OTIFIED DATE APPROVED BY Fir. if Public Works /o -2_37-0 1 /2 Zg-o ) .= A7) Planning /o -2g -o/ / e')4- D ) CX Building /O --L9 --6 ( /0- 30 ' Q S . / °` 4n /CITY OF Z B 1 • 1 Iia4ic /3�-"f/�, .'' 1 Office of Building •fficial /j1 21 �1 g Z 1 0:I REQUEST FOR INS•EC ONg E°,Z qo co Date /O 2_ — •ermit No.I 0 l a/ 5 3 v ',� Time A.M. Received /a 3— 6eyda c, Job Address - 4-R r 3F -4 6(9 Low}y Owner's iy t ' .� / i • Name �I`�S1"_ �')f/� .. r,ct. / /Lt ir��� BUILDIN C CR -A_ .tt L TRIC PLUMBING `T Framing Furl iI N Rou Wiring I -ough i •it on.. : ❑ Re Roofing f SI�YV/ 2 5 yip{' Tern Pole Top Out Heating Insulation G Lintel 'L`T' V, Fin. Sewer Fire Place ❑ Pre Fab CK# /'f7 •DY ;e R INSPECTION sp Mon. e . Thurs. Friday A.M. Inspection Made •� _ Inspector � IEN P.M. dt"1nsp�LRT+ F aim. Certificate of Occupancy Date MAP SHOWING BOUNDARY SURVEY OF: LOT 620 ,BLOCK --, SAL TAIR SECTION NO, 1 AS RECORDED IN PLAT BOOK 10 ,PAGE 8 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA t: .--;-...."..0:-..:,---.":%:-..-:...:-., - ..,: -.467-.6'05%7: ".; - ,\• .:LOT 604:,.. •-i, LOT 603 ti;CO/VCRETE"�'•. .'t, ?` 4' ° - .:CONNCRETE• • FND 1/2" FNO 1/2" /P(6470) 90 '0-0 :C0 I RETE99°'0 DRIVE "' /P(6470) 3.0� 7.4' (11.2) 0 0 20.2' —. 74 :.:•• (11. ) 1.6' 2.0 '; o GARAGE 0 4.2' X—X = CHAIN LINK FENCE •.-Li = WOOD FENCE ONE STORY FRAMED LOT 6191p = IRON PIPE VINYL SIDING# 1289 RB REBAR LOT 621 ;,) PC = POINT OF CURVATURE Cli Ni FINISHED FLOOR O PT = POINT OF TANGENCY Ni ELEVATION 1253' Le, R/W = RIGHT OF WAY POC = POINT OF CURVATURE PRC = POINT OF REVERSE CURVE {� -� C/L = CENTERLINE Ll CC S Li— FOUND AC PAD X 2.5 BRL = BUTLLiNGRESTRIC77ONLINE AC NO-ID = NOIDE117 FIC.4770N A = CENTRAL ANGLE W O R = RADIUS (114) 15.0' A = ARCLENG7H Wcp COVERED us 20.2' (11.4 N = NOT TO SCALE Q -- 742- r 74 FND 1/2" �,„ W O IP(NO-/D) 19.8'0 0'D" 19.8' FND 1/2" 20000' IP(NO-/D) ON LINE N I ON LINE —/909-0 a 3.I 0.3' II _ _ — N — o� 3❑ o �.5' CONCRETE WALK-�:'c ❑ C SEMINOLE ROAD (SEMINOLE BEACH ROAD BY PLAT) (70' RIGHT OF WAY) NOTE: VERTICLE DATUM BASED ON THE N.G.V.D. OF 1929 7\i /HEREBY CERTIFY TO:ARMSTRONG,PROPERTIES 111ARV R. BANKS BANK OF AMERICA SURVE RS,INC THAT THIS SURVEY WETS THE MINIMUM TECHNICAL STANDARDS AS SET 2866/1•IANGROVEAVENUE JACKSONVILLE, FL 32246 FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS. TEL (904) 641-2520 FAX(904) 641-2060 PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE NOTES THIS IS A BOUNDARY SURVEY FL O R S RE URVEYORS VIN R.BANKS. NO. 4470 FLOOD ZONE X AS BEST ASCERTAINED FROM FLOOD PANEL NO 0010 DARYL S. BANKS NO. 6063 DATED 4-17-85 BEARING DATUM BASED ON FIELED ANGLES AS MEASURED THERE MAY BE ADDITIONAL RESTRICTIONS THATAPPLY BUT ARE NOT SHOWN ON THIS DATE 10-12-2001 SURVEY BUT MAYBE FOUND IN 711E PUBL/C RECORDS OR FACILITIES OF THIS COUNTY. SCALE 1"=20' THIS SURVEY DOES NOT DETERMINE OWNERSHIP BUS/NESS LICENSE NUMBER 6470 JOB NO 9124 THIS SURVEY NOT VALID UNLESS THIS PR/NT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED FLOODPLAIN DEVELOPMENT INFORMATION Location:: /0/8-- 9 5„ ; L. k7rJ Type of Development: 5,'-‘5, moo,►� Flood Zone: X Required Lowest Floor Elevation: * If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date - O/ Applicant's Signature; � Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation / 2— 5-3 Survey Filed with Building Department Building Department Representative NOTICE TO: Water Department FROM: Building Department DATE: /0 0 _.-C Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address ERU Number fide- � � • ,' - ` f / ,55 v, z Sincerely, 7, a t. Pat Harris Building Department CITY OF teltlaatic B 4 Office of Building Official REQUEST FOR INSPECTION 2 /530 -- /� ' � -00/ Permit No. J Date '� Time Received 2 Sep' . .e Locality /� Job Address /r�5 t'n / O a• Owner's Contractor MECHANICAL Name PLUMBING MECHANICAL Cond. & CONCR ELECTRICAL ❑ BUILDING d Rough Wiring ❑ Rough ❑ Heating Footing Pole ❑ Top Out ❑ Fire Place ❑ Framing Slab ❑ Temp ❑ Sewer Pre Fab Re Roofing ❑ ❑ Final ❑ Lintel Insulation PM READY FOR INSPECTION Friday� Wed. CD Tu A„ Mon. / P.M. I� Final Inspection ❑ Inspection Made � �� u�nc r ��/� ..1.41111111�I Certificate`f�ccL i// Inspector (/ Date 1p m C) O m 'r 0 H {{ Ar C Z m C -4 m r' K _ ao n k D5 ..� Z G) Z C? m Z '-` f 1 m - m c�` cn m w © 3 up m v °;�f i:. ! ._. a, o -1 -I. ,, ,. _ �� n � i . , a, .. y p• I Q ' 0 p 0.--0 00.O0 0 00 00 C3-CVO _ o m m m c'' m m s , r •- -' 1 1 I , •,4..1 I , ..._ `,A, K S...3 •f ` o O Cr ; �` i �a 0 e, e f S': - N r C) O yy r a xrr pt $ tD G - o p La Q x.'.„? — c m m_ ..''.',116'.. a ri:;_r_ = .':7 '.'''''',:-•,;;,,...,” - o 0 0 o O m N C)' : *. l' a li 33 co cri6 : * . 0 c Qi o . i co ,, tS . I:; *: i 0.: Z , L ‘- --- Nolle4,11 c tk o 14 MY z . (.3t . 114 0 . . . .. '\411.14111: . j •� .,--- CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22906 Address: 128-9 Permit Type: ELECTRICAL SEE RL OAD ATLANTIC BEACHMINOL, F 32233 Class of Work: NEW Township: Range: Book: Y Lot(s): Block: Section: Proposed Use: SINGLE FAMIL Square Feet: Subdivision: Est. Value: Parcel Number: __ h Improv. Cost: OWNER INFORMATION Date Issued: 10/23/2001 Name: ARMSTRONG Total Fees: 50.00 Address: 128-9 SEMINOLE ROAD Amount Paid: 50.00 ATLANTIC BEACH, FL 3223 Date Paid: 10/23/2001 ��'' `Plf (000)000-0000 Work Desc: NEW 200AMP/1 PH/3 /2tE�v/3"RACE IAY - CONTRACTOR(S) 1,- ? UCATION FEES BROOKS& LIMBAUGH ELECT - PERMIT 50.00 � , ( - 'z k 5.: ' . " ~ g 'fi,, , A :°,^ 2: +Y� n. g s ... 4 £ ,. s. ws - `: - '- *_ �''''N- .. Y c04 �{'4. ▪ -t . yy F , ) y -. - ▪r i. 4 r i `" r.i 4:!:!•2:,-, A .I RP ' s` r . ac - .'� - 4 j' y .aK- - „,,,A1-4,, ax - "sue .: '4: -`. s ..:k , ,.. .. .v. Y F,, i ,, `i g N v ‘'t ” ,A- t.:,.,- &--'5':',1`,-''s.'lz-,i;',`; -,-:.}:j,'-=;-i,:,'.--:c----NTz.k.lice*,..-,f;;W*:14 i'tf---. `:-.-ttsvf7.1=1,•€,,- _ 0:- : _ "7-7. NOTICE- IN CTION ;. - . � D AT LEA ORS IOR TO SPECTiON BUILDING MATERIAL,RUBBISH A •w BRCS FROM TN[S WORK MUST NOT PLACED I UBLIC SPACE, AND MUST BE CLEARED UP HAULED , V BY +[ ACTOR R * W • R • LT IN THE "FAILURE TO COMPLY . x PROPERTY OWNER PAYING ,: IP101 •.• ISSUED ACCORDING TO APPROVED PLA ti AR> F.-; ° 'PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS • r- 7 ' r _ ,j A! r _ ... _,,7-t--77 4511.611 14 ATLA .CH BUILDING DEPT. D 1I/2411 Si Receipt: N66639 OEM 14824--- N1N16M1N6 l 011 61111° 1 CITY OF ATLANTIC BEACH, FLORIDA Approved by 1 APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_, 1°.4S.b / 19_ IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDA CE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. coo _ 6,1, 1 , E ECTRI L FIR : MASTER ELE• RICIAN SIGNATURE JOURNEYMAN NAME _ _ _ 4t)t . ADDRESS: ` SOL4 . . . ` RFD BOX BLDG.SIZE BETWEEN: RES. ( APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( I NEW ( I OLD ( I REW. ( ) ADDITION ( 1 TRAILER ( I TEMP. ( I SIGNS ( 1 SO. FT. SERVICE: NEW ('-'CREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE `' (o 'n AMPS v COPPER ( ) ALUM.,' SWITCH OR BREAKER 7D AMPS l P11 W 2—(aOLT �( 1 RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. I31_100 AMPS_I SWITCHES INCANDESCENT O FLUORESCENT & M. V. FIXED 0.100 AMPS. OVER APPLIANCES I BELL TRANSF. al Ile W AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0-1 OVER - MOTORS H.P. VOLTAGE PHS NO. 111.P. VOLTAGE PHS MISCELLANEOUS - - MA) �V TRANSFORMERS: UNDER 600 V. OVER 600 V. - - NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. I MOTOR SIZE SWITCH FLASHER EACH SIGN • FORWARDED $ -- TOTAL FEES CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21530 Address: 128-9 Seminole Road Permit Type: BUILDING Atlantic Beach, Fl 32233 Class of Work: NEW Township: Range: Book: : Block: Section: 1 Proposed Use: SINGLE FAMILY Lots Subdivision: Saltair Square Feet: Est. Value: 185,000.00 Parcel Number: Improv. Cost: 185,000.00 OWNER INFORMATION __.-----i Date Issued: 3/01/2001 Name: H & B DEVELOPERS Total Fees: 3,544.84 Address: 126-11 SEMINOLE ROAD Amount Paid: 3,544.84 ATLANTIC BEACH, FL 32233 Date Paid: 3/01/2001 _ Phone: (904)242-0503 Work Desc: New Home Construction APPLICATION FEES CONTRACTOR(S) SEWER IMPACT FEE 1,250.00 ARMSTRONG CONSTRUCTION WATER METER/TAP 85.00 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 PERMIT 1,402.50 RADON GAS-H.R.S. 7.29 RADON CAB 5% 0.38 WATER IMPACT FEE 430.00 CONST.SURCHARGE 9.19 SCHARGE/ATL.BCH. 0.48 Inspections Required INSULATION SLAB SEWER/WATER TREE BARRICADES COVER UP FINAL BUILDING TREE BOARD COMPLIANCE FOOTING FRAMING DRAINAGE/PUBLIC WORKS CERTIF/OCCUPANCY NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL,UP AND HAULED AWAY BY EITHER CONTRAGTOR OR OWNER CED IN PUBLIC SPACE,AND MUST BE CLEARED "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ci-� C---S Operator: CHERYLE ATLA IC BEACH ILD DEPT. Date: 3/82/si 81 Receipt: 8838581 Total Payment $3544.84 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 --, i PERMIT INFORMATION LOCATION INFORMATION i i Permit Number: 21982 Address: 128-9 SEMINOLE ROAD Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER'INFORMATION Date Issued: 5/16/2001 Name: ARMSTRONG Total Fees: 47.00 Address: 128-9 SEMINOLE ROAD Amount Paid: 47.00 ATLANTIC BEACH, FL 3223 Date Paid: 5/16/2001 4 — Phone: (000)000-0000 ,_-_--# - Work Desc: NEW HVAC CONTRACTOR(e.S) . „ .. ..A_ APf,,LIC,--A,- T.N. I ON FEES DONOVAN HEATING AND AIR PERMIT :: 47.00 •k.. • 'I' .:,T:'.... -- T 4e..- ' -..?" '-. --" ' ' '' A I I) ,„ '` --P 1.,,:.--„:"„Ir---:".--:_ _, , '•„, -, ' A. , 44' -'-7 selif':k4i..4;k7't‘r-,:tilj''*.ii,..k4**.:4,.?''712-'''''::' : ' • ' 1 ..-:.' ; '. %, : ' ' lt '-, ROUGHMECHANICA ,‘..--.,.::-.,.-- i:: t -1i. ,,,,„, .4.-_,,f.:-?t, .,-.,-s,-....7.. . .,.,i,t, ,.. 4•-,,,,,Z,,,,,,,,i,-,„_ A.,,,,,-,,, -.4.,-,- A, ,:. tA‘7-k,.-_•Ye;',',24.,, 1 k , n'Nt . , 4:- . *'-‘ i .:,,, ,•',,,,,,,-'7::', ',' — --, - - s- .. t. b .;-",;': --- .- -:- - r ... NOTICE-INSPECTIO ST BE REQUESTED AT LEAST 24 HOURS P-, •R TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT SkiDLACED INpUBLic SPACE,AND MUST BE CLEARED UP AND HAULED NIVAYBY EITHER CONTRACTOR OR OWNER 04er / "FAILURE TO COMPLY WITHttEir$TRU=KthlAsiEN 1_14- ‘Aft -AN REAULT IN THE PROPERTY OWNER PAYING, C 0!Wit.DIN 0 IMPRO ffthltSm - -- — ISSUED ACCORDING TO APPROVED ■1101314A110: 4..phiSt"Pie'fF• ' iR MIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONSDF-ixAW..---- ) I --/ \ 1 - 0058267$47.00 14 5/17/01 01 Receipt: Date: AT iNTIC BE,CH BUILDIN DEPT. CHECKS 21982 00130003221000 -- / CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING I 800 Seminole Road - Atlantic Beach, FL PERMIT 247-5826 - Fax: 247-5877 PLUMBING LOCATION INFORMATION____ PERMIT INFORMATION Address: 128-9 Seminole Road I Permit Number: 21778 Atlantic Beach, FI 32233 Permit Type: PLUMBING Township: Range: Book: Class of Work: ALTERATION Lot(s): Block: Section: 1 Proposed Use: SINGLE FAMILY Subdivision: Saltair Square Value: 185,000.00 Parcel Number: — Est. Value: O� INFORMATION—__ Improv. Cost: Name: H & B DEVELOPERS Date Issued: 4/13/2001 Address: 126-11 SEMINOLE ROAD Total Fees: 50.00 ATLANTIC BEACH, FL 32233 Amount Paid: 50.00 ;q, .,u. Phone: (904)242-0503 Date Paid: 4/13/2001 �.- ---- Work Desc: REPIPE :_ a ATION FEE, CONTRACTR{SL ' - 50.00 'JAMES JOLLY PLUMBING a a ` amEX d s t V�''-Mte : . 3. n` '6... " AYE ,-, 3+ ,-,,,x I ,‘ zbt :;‘4,,i:k'-f:-t-,.;.';:,-, :;‘,, ',,. s - . - - , , .q. to 'ass ,4t.-4-t:'„ s Inspections Re FINAL &, _ `s. V .= s, k s r n : .r" tA- ,- -4 ,ass ` ** ' . NOTICE - INSPECTIONS IAST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION RUBBISH ANlrBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC BUILDING MATERIAL, L LED AWAY � THER'CONTRACTOR OR OWNER SPACE, AND MUST BE CL�+RED �` �°`�" - F��. � "FAILURE TO COMPLY WITH THE NSTR AN UCTION LIEN`LAW C ESULT IN THE �,� PROPERTY OWNER PAYING TV e F,9RBth t ROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW_ ii /7—) ��-- Date: 4/13/01 01 Rereipt�J��4�21, AT ' NTIC B •CH BU LD DEFT. CHECKS ` s ss,,e21060 A CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: / J 5i1z /6 OWNER OF PROPERTY: g A , d j TELE HON NO. PLUMBING CONTRACTOR J hnG-s / „vie p,„, CONTRACTOR' S ADDRESS : Og 094 5---t Liqx. -- STATE LICENSE NUMBER: C-PC0144200 TELEPHONE: deli 6.03 HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW / SINKS SHOWERS Ca LAVATORY I WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS / WASHING MACHINE FLOOR DRAINS SHOWER PANS JSEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES : ( t) x $3 . 50 + $15 . 00 62) MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 1 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 —PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21982 Address: 128-9 SEMINOLE ROAD Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: ! Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 5/16/2001 Name: ARMSTRONG Total Fees: 47.00 Address: 128-9 SEMINOLE ROAD Amount Paid: 47.00 ATLANTIC BEACH, FL 3223 Date Paid: 5/16/2001 _- Phone: (000)000-0000 Work Desc NEW HVAC ,, CONTRACTOR(S) 4" ', T PLICATION FEES i DONOVAN HEATING AND AIR - - �', 47.00 � � � . 'e' .t" �' t '-p hie `'t''--:',:=,•M‘N _ ''',,,,„14 4' : iti.ril -. ROUGH MECH- N ICAL - ,".., . .;:::1-7,-,;,, , , - ; air r. �` r ,, , ,,z sou' �-. ,r� x;3'0 ., »:10 0.,3, ,,. p', .' : Y '�,;, it NOTICE- INSPECTIO y ST`BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND-DEBRIS FROM THIS WORK MUST NOT BE>`PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR O Q'WNER "FAILURE TO COMPLY*i:TH T IC ' R LT IN THE PROPERTY OWNER PAYING 1WIC OR UILDIP IISIPI OVE T'S ISSUED ACCORDING TO APPROVED PLANS.WI WARE PAR PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF - ) _ - i `- iI '' •L 7 / $47.D@ 14 ' Date: 5117/®1 81 I<eceipt: 61358267 AT NTIC B 'CH BUILDIN DEPT. CHECKS 1952 ,, 001699332215000 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BLACK.FLORIDA saws APPLICATION FOR MECHANICAL PERMIT CALL•IN NUMBER IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. I. LOCATION Strut Add"' Z� g���j 1/�d p• C OF intersecting Streets: Between - A2/4°4 +1 C And 3 e.t..A NO 1 BUILDING Sub4Mdae .54J S i H. IDENTIFICATION—To be completed by all applicants. with the In consideration of permit given for doing the work as described In the aboee sfatem.nt we hsraby aeroo to perform lard wort In accordance of goad.prectie listed stherein.�ciRuGom which are • part hereof and in accordance with the City of Jacksonville ordinances and stand.rdt Nano of Mechanical l., (.., Gnf f•.r cton (:—.14 CO 76 /(Print) GNU I re w jf S Ili ,` Name d Property Omer iZbt.t st c7� S Sigptect d owner et Authorised Agent `P �LV Architect of // ^ / Architect n Engineer �.. .,,(v, IIL GENERAL INFORMATION ` `' A. Type of Mating Ws �,t) 8. los B.drlo 13 OTHER CONSTRUCTION NANO DONE ON THIS NUILOING OR SITE' yf-= ❑ '—❑. V 0 N.Nnt ❑ Control Utility / \� Oil 7 IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT I 77 0 d Qlhp Specify •. iv.MRCI4■SIGL fiGUiM4INT TO se INSTALLED NATURE OF WORK (Provide cenplsh ttst of conspernson on bad of this foul 173. Residential or 0 Commercial Host ❑ Spec. Q *ac....d� f GnAel O poi New Building Al,G.IAladngt Q Roam nfctl 0 Existing Building O. Dad, Symhmt M.hriaL TMclu= ❑ Replacement of existing system Mailmen espieD1 CS n► Naw Installation(No system previously Installed) • CI Refrigeration Extmelon or add.on to existing system • O Other—Specify 0 Coeq town Gp.dfy q Va O fare sprintfsnl Number of heals • O B.v.tar q Msnli t Q E.ul.ter Inumb.ri O.Omens*pvnrt THIS sACebRRo ca use ONLY �..��(nYmbari q•Tact• (nvmh.r) I Itamer4 0 IPS e,nhin,n_ ,�....(nemb.rl • . • O • Unfired possum ruse O Milne Permit Approved by Dsf— a Otter--•Spicily Permit Fay Lwr ALL EQUIPMENT Al*CONDITIONING AND REFRIGERATION EQUIPMENT C �p+v�fa( . Number Volta DemolgU.n Modal Number 1Kaaufactaurar ('l6eR� wi�.Dr HATING•FURNACES,BOILERS,FIREPLACES Number nut. beamtptlm Mold Ntrnrber Manufacturer t7 i�7ittrg ll.�t .� f I TANRB Zyy. Now Many b Goat ui Kam/at Serial Approving > edam No. A Aice T 1 j CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address / 2Y- 9 -SAM[ /001- C o?. Date Q• - ( L(- 6 Heated Square Footage j C35 @ $ le)per sq ft = $ Garag /Shed q0 6 @ $ NA< per sq ft = $ Carpor orc y) 3 c @ $ per sq ft = $ Deck @ % Q per sq ft = $ Patio 4)$ ) per sq ft = $ 0 TOTAL VALUATION: $ I O ,mV 1 Total Valuation 1st $ $ Remaining Value $ . per thousand or portion thereof TOTAL BUILDING FEE $ QZJ; _ + 1/2 Filing Fee $ 'f ‘,..g. `50 () ) Fireplaces @ $15 . 00 $ /sr- BUILDING PERMIT FEE $ 1ltD2-"P WATER IMPACT FEE $ L/3 0 •'f'. SEWER IMPACT FEE $ 1,2-.S 0 WATER METER/TAP $ 7.S"- CAPITAL IMPROVEMENT $ 3 2-J— SEWER TAP $ -0 (733 3) RADON (HRS) . 0050 $__ '7.24,-9 ` SECTION H PAVING ( ) $ _ 0_r HYDRAULIC SHARES $ - 0- . CROSS CONNECTION $ 3 99.33) SURCHARGE . 0050 $ , yIV , ,Ar. ;OTHER GRAND TOTAL DUE $ 3,5-11,3, F ,354,11- $y ADDITIONAL PERMITS OR FEES : Mechanical ; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: , 1 f PROPERTY DESCRIPTION RECEIVE!) t #t4;7, Block # , Section # I FEB 6 2001 division: Sa,/ Street Name DESCRIPTION OF WOR�Fity of Atlantic Beach or Address: /0K0- `� .5-_4.,'A.*/- Gd Building and Zoning (If in a FLOOD HAZARD Flood Zone: area complete page 3) / Brief Description ,/3c.,/,/ o�_ /t4-k- .(Ajcb'41 i -,._ -i.- Ao✓ Class of Work: (New/ Remodel/Addition: /'tA LA/ ZONING INFORMATION Type of Construction: t✓ cq Grew.c Zoning Proposed f District: /� s 2 Use: .-.�5/- /=' Estimated Value $ /�D0�. Exceptions or Variances Materials: i'VOaci (/,'n'/ J,'ci,;,f. Granted: VIA Solid or Filled Ground: Roof: ,9spAct// g4,'A flit Method of Heating: ,, OWNER INFORMATION Property Owner: -/ £ DA,A_/o,, . -c Phone: g0q- 7d7- qt‘.-7 2-- Mailing Address /c,Z Se,r,,.„0-/� /2c,/ ,47 /0,,4.,,L. 4,,i. A---/ L. Zip: 12Z--3? . CONTRACTOR INFORMATION Contractor: a.`� .4h d j Phone: 9de/ ` W-3- /ASS Mailing Address: / yr Zip: 1 STATE LICENSE NO: e 0r v J-' Expiration Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature ''' ,_ - i rf i , DATE , ..-2=- 0,/ iMOOF , , ',Contractor Signat re • 4.� DATE '' .1.-b itiaw2N SUBSCRIBED BEFORE ME BY �ktJ" kfitc4py...,c_r, THIS DAY �,o RICK SWEET �� dIntadeeiry Public, State of Florida NOTARY P • t 01� Republic Ins. my commimm ssio# 745128 -25-02 Co // CITY OF 4I -42/ _ Office of Building Official REQUEST FOR INSPECTION Date (6 23 -O / Time Permit No. g 1 ..S-3 0 Received A.M. �/ P.M. ■ Y-- id d• ' ce-aS Job Address le Owner's .cality Name - Contractor • BUILDING CONCRETE BUILDING ❑ ELECTRICAL PLUMBING Footing ❑ Rough Wiring ❑ Rough MEC n NICAL Re Roofing ❑ Slab g ❑ Air Cond. & Insulation ❑ Temp Pole ❑ Top Out Cl ❑ Lintel Cl Final ❑ Heating ❑ Sewer ❑ Fire Place READY F INSPECTION Pre Fab F Mon. Tues. Wed. Thurs. Friday 6 Inspection Made _ Q / A.M. �i Inspector / / Final �//��— Certificate of Occupancy�a�v'4_ , Date •-- ___ / CITY OF 0 / 778 -- ..... 411cadic Beach-41oPticla 0 c Cq8 0 Office of Building Official REQUEST FOR INSPECTIO 0c9 c CO Date 1 b C / Permit o. Time l 0 :q3 M — Received r ° 5e/74--A-,42.- /—���/Q 0.22" Job Acid -ss AlpY I Name k Owne LeV r J • Contractor ...---- :UIL' ■ CONCRETE 40MIZIP 4112212F F MEs4 ANIICCAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ •IT SOTTO. ° `J Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ . I intn1 n c,.. ❑ Sewer ❑ Fire Place ❑ Pre Fab PA I Re F R INSPECTION Mon. Tues. We Thurs. Friday ' f� OCT 2 5 2001 A.M. , Inspection Made P.M. Final Inspection C Inspector CIO 7 D� Certificate of Occupancy ❑ Date (6S L ZZ CITY OF 41I B -4 Office of Building Official REQUEST FOR INSPECTION Permit No. Date A.M. 4 12X P.M. Time � Received f _ _ mL • Locality Job Address � � t,��f Contracto MECHANICAL Owner's PLUMBING Name ELECTRICAL ❑ Air Cond. I GONG- h Wiring C Rough C Air Con ❑ BUILDING Rough Top Out Fire Place 7T•r '• C Temp Pole Sewer Pre Fab Insulation Lintel C Final Re Rooting ❑ Lintel Insulation READY FOR INSPECTION Friday—�� Wed. • Tues. ��� Mon. / P.M. Final Inspection C Inspection Made � � Certificate of Occupancy C�„ Insp `/q i�/ � / ■Inspector Date CITY OF nn,-r,,�` �11'""""C Official ' Office °f FOR INSPECTION REQUEST 1 3 ' ri Permit No. Date C� t- 1, Time I Received � — c ' o•�lity � � Job �, fr. Contractor ECHANICp`L ❑ Owner's ' PLUMBING ELECT Air Cond. & Nam- ELECTRICAL Rough � Heating 0 CONCRETE ❑ Rough Wiring D Top Out Fire Place c Re RDIN� 0 Slab C Temp Pole Sewer Pre Fab Framing Slab C Final A.M. Re Roofing Lintel INSPECTION P.M. 6 Insulation READY FOR INSPE' Friday Thurs. Wed. / Tues. A.M. ,. Mon. D P.M. Final Inspection _- / �/ Occupancy Inspection Made / `/ s r ' Certificate of Occup ector ' Date — k[(jubinis 4- ...., n �j n jI- -�;,� CITY OF b l'" L l 4414 ' Be"444 icial 44 Office REQUEST FOR INSPECTION REQU a�5- C)permit No. -1 Z 61 A.M Date P.M. =� - �= Time L cl Locality Received ��■/� 1, l J� T L MECHANICAL Job Address .f ' MECHA Contras•r �/ Air Cond. & Owner's ELECTRICAL .oug C Heating Re CONCRETE Rough Wiring 0 Top Out ❑ Fire Place BUILDING ❑ Temp Pole Sewer Pre Fab Footing (?. • � � Slab n Final ram n' Re Rooting C Lintel INSPECTION Friday- Insulation READY FOR Thurs. Wed. AM. ® Tues. P.M .Final Inspection❑ Made �, Certificate of Occupancy C Inspection i'-! /f� Date Inspector N 'rp Wi ce..c • 4 ileadk Office of Building Official F 9-1,77,8 REQUEST FOR INSPECTIO I 63 6 • / Permit •. Ilk Date -aS-o 1 / ` Time ` l -1 Received 8.#' ( Locality Job Address ` 4404 - Owner's ••�MBIN ❑ Name _ ❑ Air on• • CONCRETE ❑ 'oug ❑ Heating❑ Roush Wirin! ❑ Top gut ❑ Fire Place ❑ ❑ Footing ❑ Temp Pole ❑ Sewer pre Fab ' Slab ❑ Final •e Roofing ❑ Lintel _: A.M. Insulation READY FOR INSPECTION Friday t'"� 'A.M. Thurs. Wed. Tues. A.M. Mon. P.M. �-' Final Inspection ❑ Inspection Made Certificate of Occupancy ❑ Inspector Date CITY OF 411a0 lic B"ac -OF-47 Office of Building Official REQUEST FOR INSPECTION q_ (3 -0 ( Permit No. Date /�4' A.M. ..., I -1 B (/�_ Time PM Received r Locali y ...A Job Addre s �, ''ll __—_� i .at)• Contractor ,�� Owner's �. _ __ �t,>/ MECHANICAL Name ELECTRICAL Air Cond. & ❑ CONCRETE Rough Wiring ❑ Rou. C, Heating BUILDING � � Top Out 0 Fire Place E Slab ❑ Temp Pole Framing Blab ❑ Sewer Pre Fab In Roofing Final � Lintel A.M. Insulation P M, READY FOR INSPECTION Friday� PilLsThurs. /Wed. I Tues. Mon. P.M. �— / Final Inspection 0 Inspection Made /0����. /,/ �/ ,�/`� — Certificate of Occupanc�' Inspector / / - D/ -- Date ---q---16 ita . CITY OF ti+�`- �3 O ?411anic £earA-410ftda • LLD lc/ Office of Building Official REQUEST FOR INSPE t Date 10*(O Pe Time I`S A.M.P.M. • Received �^ _ _ Z u • =I Locality Job Address Owner's :e1 Int 1 J J1 Contracto 141 • ll Nal ZL Name _ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Rough ❑ Air Cond. & ❑ ❑ Footing ❑ Rough Wiring ❑ ❑ Heating Cond. Re Roofing ❑ Temp Pole ❑ Top Out Insulation Footing ❑ Slab ❑ Fire Place ❑ Lintel ❑ Final ❑ Sewer Pre Fab Insulation 4L READY FOR INSPECTION P1vr Mon. Tues. Wed. Thurs. Friday �W� A.M. // e' P.M. Inspection Made Final Inspection ❑ •Inspector Certificate of Occupancy ❑ Date PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION:e X93' `( _Jr,-,,iN 0 C R o . -S Fri- OWNER:_ /3 E Li E12-0,11 EIt'1 F 6 f [✓r" 1. Determine Occupancy Classification of the structure. Select occupancy classification g , 3 which most accurately fits the use of the Building. (Chapter B3) N/1 2. Determine actual physical properties of building. [v( a. Determine building area each floor. (Area definition Chapter B2) [4' b. Determine grade elevation for building. (Grade definition Chapter B2) c. Determine building height in feet above grade. (Height definition Chapter B2) [..]' d. Determine building height in stories. (Story definition Chapter B2) [ i( e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter B2) [✓ f. Determine percent of exterior openings per floor. [4' 3. Determine minimum Type of Construction necessary to accommodate proposed structure. �. (Chapter B6) [Vr a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) V b. Check allowable height and area increases permitted. (Chapter B5) [,4" 4. Check detailed Occupancy requirements. (Chapter B4) [( 5. Check detailed Construction requirements [47 a. Fire Protection of Structural Members (Chapter B6 &Table B600) [ vi/ b. Fire Protection Requirements (Chapter B7 and Table B700) LA- c. Means of Egress Requirements (Chapter B10) [X d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [4 6. Review design as related to standards. (Chapters B16 - B26) [0 7. Check other requirements as necessary. [t/r a. Construction projecting into public property(chapter B32) [ ] b. Elevators and conveying systems (Chapter B30) •l/ c. Sprinklers, standpipes and alarm systems (Chapter B9) [vi/ ✓J, d. Use of combustible materials on the interior(Chapter B8) / e. Roofs and roof structures (Chapter B15) [�1 f. Light, ventilation and sanitation (Chapter B12) [ ] g. Other I Li- 0 ( CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: L�;r..- � - g Don C. Ford, Buildi Official don/sb.1 CITY OF ATLANTIC BEACH Fixcure Unic WorksheeC for trace_ Im.pacc E i FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE. CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLAR PER FIXTURE UNIT CONNECTED TO THE CIi; WATER SYSTEM. 42 BATHROOM GROUP CONSISTING OF I� SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB SHOWER STALL (6) t 2 :iA:'E R CLOSE* WATER TANK OPE_RA:ED (4) VALVE OPERATED (8) BATHTUB/SHOWER ER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) l LAVATORY (:) i COMBINATION SINK AND TRAY (3) 1 WASHING MACHINE (3) 3 POT, SCULLERY SINK (.:1 DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SI:ix (2) DENTAL LAVATORY (1) 1 T.ITcan SIn WITH WASTE 3 DENTAL UNIT CR CUSPIDOR (1) GRINDER (3) QBIDET (.2) URINAL STALL, WASHOUT (4) I FLIISHINC RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) U3. NAL, PEDESTAL, SYPHON JET ‘ DRINKING FOUNTAIN (1/2) • 4 BLOWOUT (2) I LAVATORY, BARBER/BEAUTY SHOP (2) ICE MAKER (i/2) • i 4 SURGEONS SINK (2) 0 LAVATORY, SURGEONS (2) JACUZZI (2) 0 URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS '2- 1- S A $20.00 E_;C. $ y.30 JOB INFORMATION - 0 J II FORM 600A-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: hunt Builder: Address: seminole road Permitting Office: atlantic bch City, State: atl bch, fl Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family a. Central Unit Cap:30.0 kBtu/hr 3. Number of units,if multi-family 1 � SEER: 10.00 s[` 4. Number of Bedrooms 3 Z b.N/A _ 5. Is this a worst case? No _/ _ 6. Conditioned floor area(ft2) 1533 ft2! i c. N/A _ 7. Glass area&type _ a. Clear-single pane 0.0 ft2 _ 13. Heating systems b.Clear-double pane 175.2 ft2 a. Electric Heat Pump Cap:30.0 kBtu/hr c. Tint/other SC/SHGC-single pane 0.0 ft2 HSPF:6.80 _ d. Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R4).0,186.0(p)ft ✓ c. N/A - b.N/A - c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons ji a. Frame,Wood,Exterior R=11.0, 1283.0 ft2 EF:0.88 b. Frame,Wood,Exterior R=11.0, 190.0 ft2 T b.N/A _ c. N/A - d.N/A c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types ✓ DHP-Dedicated heat pump) / a. Under Attic R=30.0,716.0 ft2 ✓ 15. HVAC credits _[ b.Under Attic R=30.0,817.0 ft2 ✓ (CF-Ceiling fan,CV-Cross ventilation, c. Under Attic R=19.0,200.0 ft2 7 HF-Whole house fan, 11. Ducts ✓ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. MI:Garage Sup.R=6.0,99.0 ft RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as-built points: 20562.00 PASS Total base points: 21901.00 I hereby certify that the plans and spe " 'cations covered Review of the plans and . T sT� by this calculation are in com• :y� a ith the Florida specifications covered by this o�..- r*'••.,•. P Y Energy Code. calculation indicates compliance .1.4.7,;;,°. . ` ;o PREPARED BY: 1 - with the Florida Energy Code. ._,,, ,,, efore construction is completed r': a I ra: DATE: P 'this building will be inspected for '�.•*41pt . compliance with Section 553.908 '••..i,-.. . ..,._.`:.-`,c, I hereby certify that this building, as desi• ed, is in P compliance with the Ener y C e. Florida Statutes. °D• BUILDING OFFICIAL: t.� ,!a._ ( OWNER/AGENT:Florida� ...._____ DATE: Z` A-- O/ DATE: 2 .-/c/- D FORM 600A-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: seminole road, atl bch, fl, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1533.0 33.05 9121.1 Double,Clear N 2.0 8.0 6.0 19.22 0.94 108.2 Double,Clear N 2.0 8.0 30.0 19.22 0.94 541.2 Double,Clear S 2.0 8.0 60.0 3450 0.86 1772.2 Double, Clear S 2.0 8.0 9.0 34.50 0.86 266.8 Double,Clear S 20.0 8.0 33.2 34.50 0.44 502.3 Double,Clear SW 2.0 8.0 10.0 38.46 0.89 340.4 Double,Clear NW 2.0 8.0 10.0 25.46 0.93 235.6 Double,Clear W 2.0 8.0 17.0 36.99 0.91 574.3 As-Built Total: 175.2 4340.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 1283.0 1.70 2181.1 Exterior 1473.0 1.70 2504.1 Frame,Wood, Exterior 11.0 190.0 1.70 323.0 Base Total: 1473.0 2504.1 As-Built Total: 1473.0 2504.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 2.40 48.0 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 20.0 1.60 32.0 Base Total: 40.0 170.0 As-Built Total: 40.0 114.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1533.0 0.60 919.8 Under Attic 30.0 716.0 0.60 429.6 Under Attic 30.0 817.0 0.60 490.2 Under Attic 19.0 200.0 1.10 220.0 Base Total: 1533.0 919.8 As-Built Total: 1733.0 1139.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 186.0(p) -37.0 -6882.0 Slab-On-Grade Edge Insulation 0.0 186.0(p) -41.20 -7663.2 Raised 0.0 0.00 0.0 Base Total: -6882.0 As-Built Total: -7663.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1533.0 10.21 15651.9 1533.0 10.21 15651.9 FORM 600A-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: seminole road, ati bch, fl, PERMIT#: BASE AS-BUILT Summer Base Points: 21484.9 Summer As-Built Points: 16086.7 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 16086.7 1.000 1.047 0.341 1.000 5748.5 21484.9 0.3573 7676.6 16086.7 1.00 1.047 0.341 1.000 5748.5 FORM 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: seminole road, atl bch, fl, PERMIT#: I BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1533.0 9.76 2694.5 Double,Clear N 2.0 8.0 6.0 14.30 1.00 86.0 Double,Clear N 2.0 8.0 30.0 14.30 1.00 430.1 Double,Clear S 2.0 8.0 60.0 4.03 1.12 270.3 Double,Clear S 2.0 8.0 9.0 4.03 1.12 40.5 Double,Clear S 20.0 8.0 33.2 4.03 3.61 483.5 Double, Clear SW 2.0 8.0 10.0 7.17 1.06 76.0 Double,Clear NW 2.0 8.0 10.0 14.03 1.00 140.7 Double,Clear W 2.0 8.0 17.0 10.77 1.02 187.3 As-Built Total: 175.2 1714.6 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 1283.0 3.70 4747.1 Exterior 1473.0 3.70 5450.1 Frame,Wood, Exterior 11.0 190.0 3.70 703.0 '-... Base Total: 1473.0 5450.1 As-Built Total: 1473.0 5450.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 11.50 230.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 20.0 8.00 160.0 Base Total: 40.0 476.0 As-Built Total: 40.0 328.0 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1533.0 1.20 1839.6 Under Attic 30.0 716.0 1.20 859.2 Under Attic 30.0 817.0 1.20 980.4 Under Attic 19.0 200.0 2.00 400.0 Base Total: 1533.0 1839.6 As-Built Total: 1733.0 2239.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 186.0(p) 8.9 1655.4 Slab-On-Grade Edge Insulation 0.0 186.0(p) 18.80 3496.8 Raised 0.0 0.00 0.0 Base Total: 1655.4 As-Built Total: 3496.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1533.0 -0.59 -904.5 1533.0 -0.59 -904.5 FORM 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: seminole road, atl bch, fl, PERMIT#: I BASE AS-BUILT Winter Base Points: 11211.1 Winter As-Built Points: 12324.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 12324.6 1.000 1.064 0.501 1.000 6576.0 11211.1 0.5340 5986.7 12324.6 1.00 1.064 0.501 1.000 6576.0 FORM 600A-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: seminole road, atl bch, fl, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.88 3 1.00 2746.00 1.00 8238.0 As-Built Total: 8238.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7676.6 5986.7 8238.0 21901.3 5748.5 6576.0 8238.0 20562.4 I PASS tiO,•THE, .?AiiO�.. ../. % . vJ ='a' s t-'2 cov i i,.. ..,.:• FORM 600A-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: seminole road, atl bch, fl, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area;.5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends — from,and is sealed to,the foundation to the top_plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams.- Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS -_ CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.6 The higher the score,the more efficient the home. , seminole road, atl bch, fl, 1. New construction or existing New 12. Cooling systems 2. Single family or multi-family Single family a. Central Unit Cap:30.0 kBtu/hr 3. Number of units,if multi-family 1 SEER: 10.00 4. Number of Bedrooms 3 b.N/A 5. Is this a worst case? No _6. Conditioned floor area(ft2) 1533 ft2 c. N/A 7. Glass area&type _a. Clear-single pane 0.0 ft2 13. Heating systems b. Clear-double pane 175.2 ft2 a. Electric Heat Pump Cap:30.0 kBtu/hr c. Tint/other SC/SHGC-single pane 0.0 ft2 HSPF:6.80 d. Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A 8. Floor types _a. Slab-On-Grade Edge Insulation R=0.0, 186.0(p)ft c. N/A b.N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=11.0, 1283.0 ft2 EF:0.88 b. Frame,Wood,Exterior R=11.0, 190.0 ft2 b.N/A c. N/A d.N/A c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,716.0 ft2 15. HVAC credits b. Under Attic R=30.0,817.0 ft2 (CF-Ceiling fan,CV-Cross ventilation, c. Under Attic R=19.0,200.0 ft2 HF-Whole house fan, 1 1. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0,99.0 ft RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) 0'THE_S7 in this home before final inspection. Otherwise, a new EPL Display Card will be completed .: �, :�•: based on installed Code compliant features. Soil „ o � � • Builder Signature: Date: ° City/FL Zip: or) Address of New Home: *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar designation), your home may qualify for energy efficiency mortgage (EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. Job truss I russ Type Qty Ply HUN f RESIDENCE 0002170 GE01 ROOF TRUSS 1 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,DAVE BUCHANAN 4.201 SR7 s Sep 13 2000 MI fek lndustnes,Inc. Fri Jan 05 10:24:42 2001 Page 1 10-0-0 I 20-0-0 I 10-0-0 10-0-0 Sala•1.36.4 ♦x4= 7 2x♦II 2z♦II �, 6 6 6.00 12 Al 2x4 91 2x♦ s ài1I1IIIM1rto tt 1 _. 12 __,,,„.1 10ff•-•1 Oil l ' M MM:71A li ∎∎∎4 ∎∎∎∎ ∎∎∎∎i∎41∎ ∎∎•∎∎∎ SAL∎i.∎ ∎∎∎c ∎ ...♦a ∎∎ ∎n ∎ ∎∎, ∎∎∎∎ ∎∎ i ♦xe= axe= x x II 2R♦II 20-0-0 2U-U-U 2U-U-U Plate Offsets(X,Y): 12:0-4-0,0-2-1j,112:0-4-0,0-2-1f LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) (/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) n/a - n/a MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.02 1-2 BCLL 0.0 Rep Stress Incr. YES WB 0.06 Horz(TL) 0.01 12 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:99 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 10-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=210/20-0-0,12=210/20-0-0,17=182/20-0-0,18=162/20-0-0,19=102/20-0-0,20=260/20-0-0,16=162/20-0-0,15=102/20-0-0,14=260/20-0-0 Max Horz2=-205(load case 2) Max Uplift2=-261(toad case 4),12=-261(load case 4),18=-120(load case 3),19=-I17(load case 3),20=-153(load case 4),16=-118(load case 2),15=-114(Ioad case 4),14=-153(load case 4) Max Grav2=215(load case 5),12=215(load case 6),17=182(load case 1),18=166(load case 5),19=102(load case 1),20=262(load case 5),16=166(load case 6), 15=102(load case 1),14=262(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=36,2-3=23,3-4=94,4-5=62,5-6=75,6-7=71,7-8=71,8-9=75,9-10=62,10-11=94,11-12=24,12-13=36 BOT CHORD 2-20=-43,19-20=-43,18-19=-43,17-18=-43,16-17=-43,15-16=-43,14-15=-43,12-14=-43 WEBS 7-17=-145,6-18=-117,5-19=-80,4-20=-179,8-16=-117,9-15=-80,10-14=-179 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 ,and the plate grip increase is 1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)Provide 2,120 lb uplift at joint 18,117 lbbuplift at joint 19,153 lbaupl bearing plate t join t 20,20,118 lb uplift at t lb lb uplift at joint 15 and 153 joint uplift at joint 14. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard loa CA p . 4 .4bP Ic ,0 48 �� .. ri 4, * "5 ATE OF Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation t4D ENG` Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 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 du' insta tion. 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 904.245 0 J O 1 Job Truss Truss Type Qty Pry HUN I-RESIDENCE 0002170 GE03 ROOF TRUSS 1 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,DAVE BUCHANAN 4.201 SR1 s Sep 13 2000 Milek Industnes,Inc. Fn Jan 05 10:24:48 2001 Page 1 17-6-0 I 35-0-0 17-6-0 17-6-0 S<.i.:3/1641 sxs II 6 ' 6.00 12 6 S 7/ / s S lirellik:TB Sf 2 4 T I S r'..]x4 i 3x4 4 "xS rrW] 1 :P�� 9 Sr 1 3x4% - ,;3x5 C • at761!]Ii:re., lo �, r _1 • 384 Z:- 3x4 i A 11 � 2 J' Sxa II 13 :�,...... 11 3.00 12 4x6 II '/•4x6= 18 17 16 3x6 388= 384= 20-0-0 35-0-0 I lu-u-u 1 b-U-u 35-U-U Plate Offsets(X,Y): [2:0-3-12,0-2-0],[11:0-4-1,0-0-11j,[11:13-14,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defi PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) 0.15 11-13 >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.16 11-13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.07 11 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:276 lb LUMBER - BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-16,6-17 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=809/0-3-8,11=631/0-3-8,16=1314/0-3-8 Max Holz 2=347(load case 3) Max Uplift2=-705(lcad case 4),11=-634(load case 2),16=531(load case 4) Max Grav2=814(load case 5),11=632(load case 6),16=1314(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=37,2-3=-1255,3-4=-1194,4-5=-737,5-6=-732,6-7=-9,7-8=105,8-9=-767,9-10=-1616,10-11=-1678,11-12=36 BOT CHORD 2-18=1081,17-18=1081,16-17=145,15-16=-638,7-15=-218,14-15=664,13-14=1515,11-13=1523 WEBS 4-18=127,4-17=-557,5-17=-283,6-16=-628,8-15=-703,8-14=337,9-14=-832,9-13=119,6-17=832 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 ,and the plate grip increase is 1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 4)All plates are 2x4 M1120 unless otherwise indicated. 5)Gable studs spaced at 2-0-0 oc. 6)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 705 lb uplift at joint 2,634 lb uplift at joint 11 and 531 lb uplift at joint 16. 8)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard t SARA�(IFIC* Vq� i9 F L = No.48803 Si * * * `TAT.. •I� #16,41144114, Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 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 dyri intta tigQ. 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 904.25 0 (`\+ Job I cuss Truss type Qty Ply HUN I RESIDENCE 0002170 GE04 ROOF TRUSS 1 1 (optiona TRUE TRUSS INC.,JACKSONVILLE FL. 32226,DAVE BUCHANAN 4.20f SR1 s Sep 13-2000 MiTe Industnes,Inc. Fri Jan 05 10:24:51 2001 Page 1 1 17-6-0 1 35-0-0 l 17-6-0 17-6-0 Scale=1.63.2 464= 1 rr 1 II 10 2 9 17 6.00 12 8 14 7 15 1111 2 6 6 16 6 18 2 � �. 20 44= 37 36 35 34 33 32 38 31 30 29 28 27 26 25 24 23 22 448= 3z4= 35-0-0 35-U-U 3S-U-U ' Plate Offsets(X,Y): 12:0-4-0,0-2-11,120:0-4-0,0-2-1j LOADING (psf) SPACING 2-0-0 CSI DEFL in (bc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) n/a - n/a MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) 0.03 1-2 >730 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 20 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Udeft=240 Weight:217 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 WEBS 1 Row at midpt 11-30 REACTIONS (lb/size) 2=213/35-0-0,20=213/35-0-0,28=10/35-0-0,30=154/35-0-0,31=149/35-0-0,32=148/35-0-0,33=148/35-0-0, 34=146/35-0-0,35=155/35-0-0,36=120/35-0-0,37=224/35-0-0,29=140/35-0-0,27=145/35-0-0,26=149/35-0-0, 25=146/35-0-0,24=155/35-0-0,23=120/35-0-0,22=224/35-0-0 Max Horz 2=-345Qoad case 2) Max Uplift2=-262(load case 4),20=-331(load case 4),28=-19(load case 4),31=-225(load case 3),32=-168(load case 4), 33=-136(load case 3),34=-142(load case 3),35=-139(load case 4),36=-155(load case 3),37=-135(load case 4),29=-199(load case 2),27=-240(load case 4),26=-236(load case 2),25=-234(load case 2),24=-242(load case 4),23=-215(load case 2),22=303(load case 4) Max Grav2=213(load case 5),20=213(load case 6),28=10(load case 6),30=154(load case 1),31=152(load case 5), 32=148(load case 1),33=148(load case 5),34=146(load case 1),35=155(load case 5),36=120(load case 1), 37=224(load case 5),29=144(load case 6),27=145(load case 1),26=149(load case 6),25=146(load case 1), 24=155(load case 6),23=120(load case 1),22=224(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=36,2-3=-20,3-4=46,4-5=24,5-6=32,6-7=30,7-8=31,8-9=30,9-10=31,10-11=30,11-12=-18,12-13=-18, 13-14=-18,14-15=-18,15-16=-18,16-17=-16,17-18=-24,18-19=46,19-20=-20,20-21=36 BOT CHORD 2-37=-6,36-37=-6,35-36=-6,34-35=-6,33-34=-6,32-33=-6,32-38=-6,31-38=-6,30-31=-6,29-30=-6,28-29=-6, 27-28=-6,26-27=-6,25-26=-6,24-25=-6,23-24=-6,22-23=-6,20-22=-6 WEBS 11-30=-112,10-31=-109,9-32=-108,8-33=-108,7-34=-107,6-35=-112,5-36=-91,4-37=-156,12-29=-109,13-27=-108, 14-26=-108,15-25=-107,16-24=-112,17-23=-91,18-22=-156 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 ,and the plate grip increase is 1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 4)All plates are 2x4 MI120 unless otherwise indicated. V�V. C q e� 5)Gable requires continuous bottom chord bearing. V di 6)Gable studs spaced at 2-0-0 oc. A IFS C 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 262 lb uplift at joint 2,331 lb uplift at joint �` �Q►� C4 .� 20,19 lb uplift at joint 28,225 lb uplift at joint 31,168 lb uplift at joint 32,136 lb uplift at joint 33,142 lb uplift at joint 34,139 lb uplift at 6)!e. rJ Z joint 35,155 lb uplift at joint 36,135 lb uplift at joint 37,199 lb uplift at joint 29,240 lb uplift at joint 27,236 lb uplift at joint 26,234 lb uplift at joint 25,242 lb uplift at joint 24,215 lb uplift at joint 23 and 303 lb uplift at joint 22. No. '1: "03a i 8)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7C 9)Load case(s)2,3,4 has been modified. Building designer must review loads to verify that they are correct for the intended use of FATE • this truss. `.• 7 Q �■�' ORIO +0 Cogftrm•dBpBlPSgs131ard Except: ■ SEDENG� Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 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 dujin inil tigq, 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 904.24 2 v Job Truss Truss Type Qty Ply HUN I RESIDENCE 0002170 GE02 ROOF TRUSS 1 1 (optional) TRUE TRUSS INC.,JA lcSON9ILLE FL. 32226,DAVE BUCHANAN 4.20f SRI&Sep 13 2000 Mit&Industnes,Inc. I-n Jan 05 10:24:45 2001 Page 1 I 2-5-8 I 4-11-0 I 2-5-8 2-5-8 SW4=113.5 4 4x4= 5A0 12 3 2 T - W1 5 B1 T1 li d 4x5= '= 4x8= 21,4 II " T 1 ■ 4-11-0 I 4-11-U 4-11-U Plate Offsets(X,Y): j2:0-4-0,0-2-1(,[b:0-4-0,0-2-1j LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.01 8 >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) 0.02 6-7 >838 BCLL 0.0 Rep Stress Incr YES \NB 0.01 1st z(LC LL M Udell=640 n/a Weight:24 lb BCDL 10.0 Code SBC/SBCCI LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-11-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=264/0-3-8,6=264/0-3-8 Max Horz 2=63(load case 3) Max Uplift2=-404(load case 4),6=-404(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-221,3-4=-221,4-5=-221,5-6=-221,6-7=18 BOT CHORD 2-8=210,6-8=210 WEBS 4-8=46 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 4)Gable studs spaced at 2-0-0 oc. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 404 lb uplift at joint 2 and 404 lb uplift at joint 6. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard *'1• CAI?. - : VP1%F/.,'40 i 3/ttl 41frill-.. . la STATE 0 ,(�Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation to AZ ��OR�OP`1.- Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 D E$ 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 du ' • insta tioll. 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..I 04 (V� Job Truss Truss Type Qty Ply HUN I RESIDENCE 0002170 GE04 ROOF TRUSS 1 1 (optional) TRUE 1 RUSS INC.,JACKSONVILLE FL. 32226,DAVE BUCHANAN 4.20T SR1 s Sep 13 2000 MiTek Industnes,Inc. Fri Jan 05 10:24:52 2001 Page 2 LOAD CASE(S) Standard Except: 2)Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-2=70.7,2-11=26.6,11-20=64.1,20-21=108.2,2-38=-10.0,20-38=37.6 Horz:1-2=-70.7,2-11=-26.6,11-20=64.1,20-21=108.2 3)Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=108.2,2-11=64.1,11-20=26.6,20-21=70.7,2-38=-10.0,20-38=37.6 Horz:1-2=-108.2,2-11=-64.1,11-20=26.6,20-21=70.7 4)1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=108.2,2-11=64.1,11-20=64.1,20-21=108.2,2-38=-10.0,20-38=37.6 Horz:1-2=-108.2,2-11=-64.1,11-20=64.1,20-21=108.2 lc.�4Q.�*P(I F l C-I , .„, 2 = N..48813 .4.. * I S AT:OF 0'11 .r. r IQP .4 ./ ° 'ED VAG_N Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 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 durin instal tion. 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 904.242 9 0 I. Job Truss Truss type Qty Ply HUNT RESIDENCE 0002170 GE05 ROOF TRUSS 1 1 (optional 1 RUE 1 RUSS INC.,JACKSONVILLE FL. 32226,DAVE BUCHANAN 4.201 SR1 s Sep 13-2000 MITA Industnes,inc. Fn Jan 05 15:24:23 2001 Page 1 I 5-4-0 I 10-8-0 I 5-4-0 5-4-0 Scala 4 1:23.3 444= 4 6.00 1U 12 3 __ 5 0T 'J 2` B Sz5= `\ ,�, . �` 6 4zB I) 4x8 II 348=" IT 7 3x8 3.00F1 _ 5-4-0 10-8-0 i b-4-U I 5-4-U 1 U-B-U Plate Offsets(X,Y): X2:0-4-1,0-0-111,X2:1-3-14,Edgel,[6:0-4-1,0-0-11],16:1-3-14,Edge] LOADING (psf) SPACING 2-0-0 Cal DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.06 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.08 8 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.06 6 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min 1/deft=240 Weight:48 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=476/0-3-8,6=476/0-3-8 Max Horz 2=117(load case 3) Max Uplift2=-397(load case 4),6=-397(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-982,3-4=-982,4-5=-982,5-6=-982,6-7=18 BOT CHORD 2-8=921,6-8=921 WEBS 4-8=551 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 ,and the plate grip increase is 1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 4)Gable studs spaced at 2-0-0 oc. 5)Bearing at joint(s)2,6 considers parallel to grain value using ANSI/TPI 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 397 lb uplift at joint 2 and 397 lb uplift at joint 6. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard �¶ V. CA1 , 4Q. tic lFIC,9>,Qi,� .Zr V V. Z N..488+3 * 'fAl' S AT:OF /,' ' , •ir1,'0P �'�/ Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 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 durin instal Lion. 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 904.2412 1 Job i russ Truss I ype Qty Ply HUNT RESIDENCE 0002170 TO1 ROOF TRUSS 6 1 Optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,DAVE BUCHANAN 4.201 SR1 s-Sep 13 200a MiTek Industries,Inc. Fn Jan 05 10:24:54 2001 Page 1 I 10-0-0 I 20-0-0 10-0-0 10-0-0 Scab•1:36.4 4x1= 4 6.00 12 Dt4 c4 4 J 6 3 Cam a 6J 7 d 1 0 0 6 3x4= 3x4= 3x6= 20-0-0 1 1U-U-u ' 1-b-U 1U-U-U 1-b-U LOADING (psf) SPACING 2-0-0 CSI DEFL in (IOC) (/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.23 6-8 >999 BCLL 0.0 Rep Stress lncr YES WB 0.15 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight:91 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-6-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=822/0-3-8,6=822/0-3-8 Max Horz2=217(load case 3) Max Uplift2=-603(load case 4),6=-603(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-1073,3-4=-797,4-5=-797,5-6=-1073,6-7=18 BOT CHORD 2-8=951,6-8=951 WEBS 3-8=-269,4-8=449,5-8=-269 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 603 lb uplift at joint 2 and 603 lb uplift at joint 6. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard CAipi* G'Q. Ai c4� � , 4? � � 1 - , OF �Q,,..- Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio /s�Z OR it)P'\Av Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.52.. BRED SAG 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 d ri i to atipp. A 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 904.25.10 v Job Truss Truss Type Qty Pry HUN 1 RESIDENCE 0002170 T02 ROOF TRUSS 5 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,DAVE BU NAN 4.201—SRI$Sep 13-2000 M Tek Industries,Inc. Fri Jan 05 10:24:56 2001 Page 1 I 17-6-0 I 35-0-0 17-6-0 17-6-0 Scab:316+1' 7x8= 6.00 rir 5 x1 I_ I 5x5 x5 4 7 W110000)..50 • 2x1 O ig: a� 3x1 "" ws 5 W.- 10312= 12 a A 3x1_ , 11 5 3 as a �_ 15I . 1 •3.00 12 325= 16 18 14 M_ 3.4= 54= 234 I I 20-0-0 35-0-0 1U-U-U 1b-U-0 1-b-U. .tb-U-U '1-b-U' Plate Offsets(X,Y): 14:0-2-8,0-3-0j,[7:0-2-8,03-0],[9:0-3-8,0-1-8],[13:0-6-0,0-3-4] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) 0.48 14 >860 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.64 12-13 >654 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.43 9 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min Udell=240 Weight:200 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-6-4 oc bracing. WEBS 2 X 4 SYP No.3*Except* WEBS 1 Row at midpt 4-15,5-15 W5 2 X 4 SYP No.2D REACTIONS (lb/size) 2=1377/0-3-8,9=1377/0-3-8 Max Horz2=359(load case 3) Max Uplift2=-934(load case 4),9=-934(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-2248,3-4=-2034,4-5=-1418,5-6=-3112,6-7=-3112,7-8=-3845,8-9=-4432,9-10=18 BOT CHORD 2-16=1996,15-16=1659,14-15=-0,13-14=24,6-13=-193,12-13=3531,11-12=4043,9-11=4043 WEBS 3-16=-256,4-16=393,4-15=-553,5-15=-1484,13-15=2354,5-13=3620,7-13=-680,7-12=276,8-12=-484,8-11=101 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 3)Bearing at joint(s)9 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 934 lb uplift at joint 2 and 934 lb uplift at joint 9. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard *V. CAA; -1Ic. .Z{F Ce 880 ll * STATE OF Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation t�"4s��OR% ���Q Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200ED ENG 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 d ' iitta ti� 4 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 904.24 I 0 Job Truss l cuss Type Qty Ply HUN f RESIDENCE 0002170 T03 ROOF TRUSS 13 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226,DAVE BUCHANAN (optional) 4.201 SR7 s Sep 13 2000 MnTek Industnes,Inc. Fn Jan 05 15:38:58 2001 Page 1 17-6-0 I 35-0-0 I 17-6-0 17-6-0 Scar.3116+1' 4.4= 6.00 F1T 5 211 II .c 5d IWZ:x5 � • Sx11IL — _ 3.00 12 101 1 3.5= 17 16 15 14 3 n 244 I I axe= 2.411 18-8-0 35-0-0 1 18-8-U I 1 b-4-U '1-b-U' 6b-U-U 1-b-U e ir'se s -, - , , - , - , ':6- -',6 6, - , - - , - , :6- -',6- -6 , - , - , •:6 - ,6- - , :6 - ,6 ' LOADING (psf) SPACING 2-0-0 C51 DEFL in (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.47 12 >894 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.59 12-13 >704 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.37 9 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/dell=240 Weight:201 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-6-9 oc bracing. Except: WEBS 2 X 4 SYP No.3 1 Row at midpt 6-13 REACTIONS (lb/size) 2=1377/0-3-8,9=1377/0-3-8 Max Horz 2=359(load case 3) Max Uplift2=-934(load case 4),9=-934(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-2303,3-4=-1865,4-5=-2387,5-6=-2911,6-7=-2911,7-8=-3720,8-9=-4388,9-10=18 BOT CHORD 2-17=2044,16-17=2044,15-16=0,14-15=0,13-15=67,6-13=-169,12-13=3415,11-12=4005,9-11=4005 WEBS 3-17=117,3-16=-430,4-16=-677,4-13=478,5-13=2241,7-13=-749,7-12=304,8-12=-560,8-11=110,13-16=1957 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 3)Bearing at joint(s)9 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 934 lb uplift at joint 2 and 934 lb uplift at joint 9. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard ��� fs,- IFicq,c9y 3 No.488• /11*, ST'T On t. I 'EDENG Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 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 durin instal tio . 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 904.2412 9 0 Job Truss 1 russ Type Qty Ply HUN I-RESIDENCE 0002170 T04 ROOF TRUSS 3 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,DAVE BUCHANAN 4.201 SR7 steep 13 2000 MiTek Industries,Inc. Fri Jan 05 10:25:01 2001 Page 1 17-6-0 I 35-0-0 I 17-6-0 17-6-0 Scale•1:632 4x4= 6.00 FIT fix9 4 titi 5,6 6 Ire o w. NR 7 1 z 4 r 1 9 Ii 1 3,4= 13 11 10 9 3x4= 34 II 6x6= 6x9= 2x4 II 35-0-0 i d.5-U-U '1-b-u' 3b-0-U 1-b-U Plate Offsets(X,Y): 14:0-2-8,0-3-01,16:0-3-0,0-3-41,110:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(LL) -0.14 2-12 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.16 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.02 7 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl=240 Weight:186 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-11,5-10,6-10 REACTIONS (lb/size) 2=466/0-3-8,11=1517/0-3-8,7=770/0-3-8 Max Horz 2=358(load case 3) Max Uplift2=-747(load case 4),11=-1379(load case 4),7=-543(load case 4) Max Grav2=506(load case 5),11=1517(load case 1),7=778(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-239,3-4=310,4-5=-85,5-6=-83,6-7=-761,7-8=18 BOT CHORD 2-12=213,11-12=213,10-11=-264,9-10=675,7-9=678 WEBS 3-12=139,3-11=-558,4-11=-1147,4-10=773,5-10=-243,6-10=-686,6-9=173 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 747 lb uplift at joint 2,1379 lb uplift at joint 11 and 543 lb uplift at joint 7. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 0V. CAg9i $ O.48 •< ,fr,,, b e T - ��t, e Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 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 du' in 1 tio� 4 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 904.24)2 1. Job Truss Truss Type Qty P y 0002170 T05 ROOF TRUSS 4 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,DAVE BUCHANAN 4.201- SR1 s Sep 13 2000 MiTek Industries,Inc. Fri Jan 05 10:25:02 2001 Page 1 540 � 1080 I 5-4-0 5-4-0 Scald.1.23 /xd= 3 r, 6.0072 i 6 1 Sx3= „1 2 1 0111 13 _ S xd% 3.0131 12 =, t FIR lx/ 5-4-0 10-8-0 ■ 5-4-U 1 5-4-U ' 16U ' 1U-8-U 1-b-U LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.02 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.23 Vert(TL) -0.05 6 BCLL 0.0 Rep Stress!nor YES WB 0.14 Horz(TL) 0.03 4 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight:41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purtins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=476/0-3-8,4=476/0-3-8 Max Horz 2=129(load case 3) Max Uplift2=-397(load case 4),4=-397(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-782,3-4=-782,4-5=18 BOT CHORD 2-6=713,4-6=713 WEBS 3-6=450 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 3)Bearing at joint(s)2,4 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 397 lb uplift at joint 2 and 397 lb uplift at joint 4. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard ��Q. ft..,P�(1F IC...s .9' No.4 •• di IF 0■ ,,,. RIO'EDEN G* Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 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 dur n .ns II ior. A 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 20 Job Truss Truss I ype Qty Ply HUN 1 RESIDENCE 0002170 T07 ROOF TRUSS 1 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,DAVE BUCHANAN 4.201 SR1 s Sep 13 2000 MiTek Industnes,Inc. Fn Jan 05 10:25:06 2001 Page 1 2-5-8 l 4-11-0 I 2-5-8 2-5-8 Scale'1.135 44= Pll alb 6.00 ti W1 2 Bt 4 13 6 2x4 II 4 3[1 Old t h as= !_ 4-11-0 I 4-11-U 1-b-U ' 1-6-U 4-11-0 DEFL in (loc) I/deft PLATES GRIP LOADING 20.0 Plates Increase 2-0-0 CSI >999 M1120 249/190 TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.00 6 >845 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.02 4-5 4 n/5 BCLL 0.0 Rep Stress Incl. YES WB 0.01 H t zt LC LL M0 deft=240 Weight:22 lb BCDL 10.0 Code SBC/SBCCI BRACING LUMBER TOP CHORD Sheathed or 4-11-0 oc purlins. TOP CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=264/0-3-8,4=264/0-3-8 Max Horz2=75(load case 3) Max Uplift2=-404(load case 4),4=-404(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-178,3-4=-178,4-5=18 BOT CHORD 2-6=156,4-6=156 WEBS 3-6=46 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 60 ft by 35 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 404 lb uplift at joint 2 and 404 lb uplift at joint 4. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 44. CA, .�cA„�(IFIC,9�C9'L 0.4 b , ST E • iQ C �� RIO'' .= lb. 'EDENG\ Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 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 dur n .n 11 ioN A 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 20 v Job Truss Truss type Qty Ply HUNI NES113tNCE 0002170 T08 ROOF TRUSS 1 1 (optional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,DAVE BUCHANAN 4.201 SR1 s ep 13 2000 MiTek Industnes,Inc. Fri Jan 05 15:36:56 2001 Page 1 I 17-6-0 I 35-0-0 I 17-6-0 17-6-0 Scale 7n 6,1' 4x5 II 6.00 12 5 2,411 �- 6 �x5<- 545 i 7 4 7x4 B � 7x4 i :111;1074:7 ��y/ l 15 10 3x4, d 14 3x4 ` 11 2 17 �- 121 10.412 3.00 12 3x4= �. a 1 ;_� 19 19 17 3x12 3x6= 24 it 4x12= 2x4 II 18-8-0 1b-4-U 35 0 0 I 18-8-U '1b-U' 3b-U-U '1-b-U' Plate Offsets(X,Y): f2:0-4-12,0-1-81,14:0-2-8,0-3-01,I/:0-2-8,0-3-0J,116:0-3-4,0-5-01 LOADING (psf) SPACING 3-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) 0.64 15 >648 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.80 15 >523 0 8 11 n/a BCLL 0.0 Rep Stress'nor NO WB 0.95 1st ( L)L M 0 4deft=240 Weight:227 lb BCDL 10.0 Code SBC/SBCCI LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-1-0 oc puffins. BOT CHORD 2 X 6 SYP DSS*Except' BOT CHORD Rigid ceiling directly applied or 4-7-7 oc bracing. B1 2 X 4 SYP No.2D WEBS 1 Row at midpt 16-18 WEBS 2 X 4 SYP No.3*Except" W6 2 X 4 SYP No.2D REACTIONS (lb/size) 2=2065/0-3-8,11=2065/0-3-8 Max Horz 2=533(load case 3) Max Uplift2=-1401(load case 4),11=-1401(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=28,2-3=-3456,3-4=-2799,4-5=-3667,5-6=-4417,6-7=-4417,7-8=-5271,8-9=-6299,9-10=-7045,10-11=-7245, 11-12=29 BOT CHORD 2-19=3069,18-19=3069,17-18=0,16-17=99,6-16=-170,15-16=4823,14-15=5502,13-14=6132,11-13=6638 WEBS 3-19=176,3-18=-647,4-18=-1069,4-16=795,5-16=3418,7-16=-956,7-15=718,8-15=-718,8-14=636,9-14=-422, 9-13=502,10-13=-176,16-18=2965 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60 and the plate grip increase is 1.60 3)Bearing at joint(s)11 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 1401 lb uplift at joint 2 and 1401 lb uplift at joint 11. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard ,,v. CAA. .4b101,111pCAA, IT Wilk !l �!� STATE OF Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation S ED E N G\ Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 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 d 1 ill 0919,, A 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 904.242 0