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1044 Stocks St (vault) f I i JOB ADDRESS TYPE WO" PROPERTY OWNER i 11ej�TELEPSONE 'Z - 6`7g7 CONTRACTOR �`�- TELEPHONE PERMIT NUMBER CPC DATE b 7 INSPECTIONS. FOOTING SLAB TIE BEAM rflvTEL --7 3 dY NAILING/S MnYVVG FRAMUVVCw COVER UP o—z' LVSUTATION r( FINAL BUILDINGCERTIFICATE OF OCCUPANCY 4l-�3-c�Z ELECTRICAL PERmn MSPECTIONS ROUGH FINAL MEGUANICAL PERMM INSPECTIONS ROU( Z" FINAL - 3 PLUMBING PERMIT# t ) INSPECTIONS ROUGI/UNDER SLAB. S � �k TOPOUT CJ 6Y WA77FRISEVER FINAL a �� NOTES: CITY OF I Q� - � g�iidin9 O�tctai . , {fits of •• VEST FQR 1NgP fJ` Permit No. p.M• pate ' Time V MECHANICAI. Receive Contractor rW�IRG \s( Arr Cond.& job Address l°,` Heating /-� E�RICAL Rou9n 0 Fire Place Owner's ` ETE Rough Wiring C $e Oft 0 pre Fab Name CONCR O TemP Pole M• 13UILI AG Footing C Final 100 Ing Friday Blab FOR Thurs• Frain 3 lintel READY Be Rooting A M Insulation Wed- \ y - P.MInsPeci�on O Tues. \�V Final qq �� Certiticate of OcoupancY 1�V Mon. Made pate 1nsPection Inspector / 'otOJ�\���� GO 010, ac�Oqe � 00 Q.e�Qe QfG eci�°OccuQa °ti 000 *OQ,��15 e P Go o., PO sled' G Oa`e gam\e� 0 Daae ci`oo NOW ec�Oc �neQ if BUILDING, PLA NNING AND ZONING INSPECTION"DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CER TIFIC4TE OF OCCUPANCY WORKSHEET Date Requested: �U _v Building Contractor: Building Permit Number: o2 8 Address : Leval Descriction: 5 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 Lowest Floor Elevation: , rib � 2 2 required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire 'J Public Works Planning B,uilding ID 0 2- c7 b Z— MAP SHOWING BOUNDARY SURVEY OF LOT 5 BLOCK 186 ACCORDING TO THE PLAT OF SECTEON `W ATLANTIC IMACH AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: ELLA LOUISE BAGDASARIAN, WATSON 6 OSBORNE TITLE SERVICES, INC. Acer AND FIDELITY NATIONAL TITLE INSURANCE COMPANY. LOT 5 LOT 6 BLOCK 1851 LOT 4 BLOCK 185 50.00'((R) I W2 BLACK 185 BAR D.t' ASSOC- SURV- 1/2' 0.7' L.9.54B8 s� dY + �. LOT 5 + LOT 6 BLOCK 186 LOT 4 BLOCK 186117' 322. 92 BLOCK 186 I N `NJ e 1 STORY FRAME A, 4 �. COV'O W/1B' EAVES o + CONC. NO.1044 # G o 6 0 FF 12.2' 4' IC 0 4 y - 4- m I E GE-,a r,r W u a ♦ CONC• " [1 l V�1 2 O 2002 i 370.W(R) ��+. 220.00(] R} 388.96'(M) t/2" 1/2- 219.96'(M) 1/2- City of Atlan c Beach ASSDr- SURV. ASSOC UC..99' (AE) Building an L&5488 f9Zoning 50.00 (R) 1-13.54884B8 5TOCK, STREET ( 50' R/W) R V E Y O 4 s 1.YQEs PAT 9MON 110.5 GENERAL NOTB,W y 2.STRUCTURE N0. 1044 SHOW HEREON DES WnM FLOOD ZONE AS BEST A SSOCIATED SURVEYORS INC. T FROM E.SUR fL000YON . THE PANE-NO. TL1TOUND 77-79SB, � 3-THIS LS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTTKr'a LAUD d ENGINEERING SURVEYS IA NOT DETERMINED. 4.JURMICTIONAL AND//ORENVIROkMENTALLYY SENSITIVE AREAS IF ANY. NOT 3846 BI ANOMIC BOULEVARD LOCAT6 BY TH6 SIiRVm L JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC 2 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS. J TTTLE, COVENANTS, RESTRICTIONS, CL09URES, TAIONGS OR ORDINANCES. ETC. OSS V CENTIPIMTE OF AUTHORIZATION NO. LB 0005488 THERE COULD BE OTHER NATTERS OF RECORD THAT AFFECT THIS PARCEL. 6.UNLEss aTmwm5E STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY L!SIOWANErArMTMM DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL 0 SET IRON PIPE OR REBAR P.C.=POINT OF CURVE OWD-CWfRED STANDARDS FOR LAND SUBVIEMNG PURSUANT TO CHAPTER "ASS0C.9_IRVEY' OR LB.5488 P.T.-POINT OF TMCW Ek-UEC[IX BOA 61077- FLORIDA ADMI 1T N CODE, LTi 2, F.S. r FOUND IRON RN OR PIPE (IP) P.R.C.=POINT OF REVERSE CURVE ■ FOUND CONCRETE MONUIEW(C.M.) P.C.C.=POINT OF COMPOUND CURVE x CROSS CTR OR DRILL HOLE C/L =CENTER UNE r RIGHT OF WAY B7: I� =RE1 ORD ((M MEASURED NC.=CONCRETE T.-BUILDING TIE CHAR 8. HATCHER FLORIDACERnFi NO.3771 ( k. RADIUS L)= ARC LENGTH A\C AIR C01NfDDNER T.) - EAVE IE CHARLES L STARIJNG FLDRJDA CERTIFICATE NO. 4579 D.R.B.=DFTTCIAL RECORD BOOK ® =WATER METER -e,. U11UIY PPE RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO.6132 O.R.V OFFICIAL RECORD VOLUME P.M. -POOL EDUFNENT ­GWAMCWM P.R.M.=PDiMMiD(fREFptENCE Ma11mtw -au.- OVER HEAD UTILITIES CH=CHORD JOB N0. 28002-5; 32925 DATE 09-26-20 B R•L v BUILDING RESTRICTION LINE x—x CHAIN LM FENCE 9N.=BETWEEN E T. =ELWTRIC TRANSFORM t PAD W-W WIRE FENCE 0--0 WOOD FENCE SCALE: 1" = 20' DRAFTER A. KINSMAN J.EJ1 .JAC X*IV"EIECTRC AUOIORm C & R - RaFNCTIONS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL FW EDS L Of A FLORIDA LiCeNSCO SURVVOR AND Wo Zd Wd9S:j:0 2002 9Z .daS 6S9£ LLL 706 : 'ON XUA DNI S20J,3ra-G (0ib l OOSSH : 14021d FLOODPLAIN DEVELOPMENT INFORMATION Location:: S , /j Type of Development:_ Cyyf� Flood Zone: Required Lowest Floor Elevation: ( ,a 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. CONIAfENTS: 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( 1—Q Applicant's Signature ! ) _ Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department ✓ Building Department Represe ive 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: 1044 STOCKS STREET Owner: BENNETT, KEVIN W. ATLANTIC BEACH, FL 32233 4429 JIGGERMAST AVENUE JACKSONVILLE, FL 32277 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22830 Date: 9/23/2002 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: 1044 STOCKS STREET Owner: BENNETT, KEVIN W. ATLANTIC BEACH, FL 32233 4429 JIGGERMAST AVENUE JACKSONVILLE, FL 32277 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22830 Date: 9/23/2002 —Q- DON C. FORD, C.B. Post in a conspicuous space NOTICE TO: Water Department FROM: Building Department DATE: ----------- 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 c --- -------------------- Sincerely, Pat Harris Building Department CITY OF �� 0 ��_ Office Of Building Official REQUEST FOR INSPECTION Date -- Z —p Time Received A Permit No. 9 oZ U /v y M. Job Owner's Name "" Locality BUILDING CONContractor CRETE Framing ELECTR `ter Re Roofing 11 Footing ICAL ❑ PLUMBING Insulation ❑ Slab ❑ Rog Rough h Wiring ❑ MECHANICAL ❑ Lintel 17, Temp Pole ❑ El Air Cond. & ❑ Final TOP Out ❑ ❑ Sewer Heating ❑ Fire Place ❑ Mon. READY FOR INSPECTION Pre Fab es Wed. Inspection MadeFriday Thurs. A M 7 ^ Insp v A.M. P.M. F� Certiti a of Occupancy Date CITY OF Office Of Building Offici I REQUEST FOR INSPE f� .3-79 Date �© •C`'2 �w— L/3 O 9� Time Q Received A.M. Permit N 22--g30 P.M. Job Address G Owner's Name Locality BUILDI CONCRETE r ELE Framing ❑ CTRICAL Re Roofing ❑ Footing 11PLUI4IBING Insulation Slab inng ❑ ECHANICAL ❑ Lintel ❑ Temp Pole ❑ ❑ Final ❑ TOP Out ❑ ❑ Sewer ❑ Heating READY F ❑ Fire Place ❑ Mon. OR INSPECTION Pre Fab Tues. Wed. Inspection Made Thurs. A M O Friday Inspector Z A.M. P / Final Inspection I nate of Occupancy Date r CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION INFORMATION L -- LOCATION INFORM ;Permit Number: 22830 -- --- �_-____ Address: 1044 STOCKS STREET Permit Type: BUILDING I ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):5 Block: 186 Section: Square Feet: Subdivision: MARSH OAKS Est. Value: _ Parcel Number: _ Improv. Cost: 118,208.00 _ -QVMER 1490—RMATION Date Issued: 10/11/2001 Name: BENNETT, KEVIN W. Total Fees: 3,663.09 Address: 4429 JIGGERMAST AVENUE Amount Paid: 3,663.09 JACKSONVILLE, FL 32277 Date Paid: 10/11/2001 T Phone,:,. (904)744-0747 Work Desc: CONSTRUCT NEW.HOME PFR PLAN$ RADON i484 SCHG 1934 _ CONTC`#" KEVIN W. BENNETT PERMIT 791.00 "WATER IMPACT FEE 410.00 F IMPACT EWER S C EE1,250.00 r' NATER METER/TAP. , ^ 85.00 x . RADON GAS-H.R.S. r 7.05 RADON CAB 5°!0 '' 0.37 CAPITAL IMPROVE. ��k. ' 4 ""� �, 325.00 x CROSS CONNECTION :. 35.00 ` SEC H IMPACT FEE 750.00 E �{ CONST SURCHARGE 8.70 SCHAROE/ATL.BCH 0.97 .�� may. t TREE BARRICADES 4 I , SLAB - - COVER UP �:= FRAMING , CERTIF/OCCUPANCY ., 'INSULATION .Z " NOTICE- WSPECTIO ST,BE REQUESTED AT LEAST 24 HOURS P"' R TO INSPECTION BUILDING MATERIAL, WJBBISH ANDIVEBRIS FROM THIS WORK MUST NOT WOLACED f UBLIC SPACE, AND MUST BE CLEARED UP AND HAULED A4WAY;BY EITHER CONTRACTOR ObWNER , FAILURE TO COMPLY WITH 'C MST1tUCTKW-LRESULT IN THE PROPERTY OWNER PAYING; _ �1IVICE�`1=Q `TUtj.DINf3 1 � � ITS" ISSUED ACCORDING TO APPROVED PLANS Wt 1E: ARE hPA14T O :TMiS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS (5rLA G"'""""-- P OCT 1 5 2W AT TIC BEAC BUIL G DEPT. Operat)r: � All — — - Total Payeent • r � CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address__ Z 0 y� Ta C k s S s Date S-- 7 q -0 / Heated Square Footage /w��" @ $ Q•Q0 per sq ft = $ /03, PS00 Garage/Shed 17/S Q @ $ 0 0 per sq ft = $ /3 Q,y 0 Carport/Porch P@ $ !- 4d per sq ft = $ 702- Deck 02Deck O @ $ 0 per sq ft = $ Patio iyV @ $ 4/. 0 Q per sq ft = $ pp9-76 TOTAL VALUATION : Total-'Valuation 1st $ /00,000 Remai ing Value $ per thousand r o� portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ 2J-2 O ) Fireplaces @ $15 . 00 $ / s- BUILDING -BUILDING PERMIT FEE $ 7 ? / WATER IMPACT FEE $ L//0 SEWER IMPACT FEE $ 2 0 WATER METER/TAP $ CAPITAL IMPROVEMENT $ -32- r SEWER TAP $ -O — k yf�l RADON (HRS) . 0050 $ .o , 3 SECTION H PAVING $ C1 HYDRAULIC SHARES $ CROSS CONNECTION $ 1 S 3CI SURCHARGE . 0050 $ X g OTHER $ -d GRAND TOTAL DUE $ 3 G ( 3 _d2 ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; Swimmingpool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : I PROPERTY DESCRIPTION RECEIVE. C Lot # -7 Block #/&&, Section #J4 Subdivision: Street Name DESCRIPiMPf0k1 Kgeach or Address: _u2s 7ST-- Buil11inP End ZOninf; (If in a FLOOD HAZARD Flood Zone: area complete page 3) n/ Brief Description Class of Work: (New/ Imo, 1 Remodel/Addition: /n v civ ZONING INFORMATION Type of Construction: b-rkof:w- /r Zoning Proposed District: Use: Estimated Value $ , Exceptions or Variances Materials:6snoo J(40)1: Granted•__ Q)a F Solid or Filled Ground: ,CZE Roof:_?j Thf:s S611 LJ�C Method of Heating: may.- OWNER INFORMATION Property Owner: 1 1cUry Phone: Mailing Address Y1,12o/ -Mr,rd�A-R7- 4-tJ� zip:. 22?? CONTRACTOR INFORMATION Contractor: hone: 90-7 V V 07 044x� Mailing .Address: Zip: Ex STATE LICENSE NO: CB -CSS I�3C,(�- Dateration 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 ISSU0ijjjVjjQf' THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT.AND T@ AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. J5,18,2Cp OW Sigffaft� F • Z '�� L� v� �U = *= 7 DATE l ODD U315� h;p • iso +t�a ' iture ---� DATE �ypUBLICS,''�,,``P``� ���\ SWOR���M61W SUBSCRIBED BEFORE ME BY Lj I AJ a)A) THIS 020 DAY OF , IAA3-- . .2-p O 1 - NOTARY PUBLIC CITY OF V-1—L3�4l�ws,tic BewA-�fl'atsc�� Office of Building OfficialREQUEST FOR INSPECTION Date '-71 Permit Time A.M. Received P.M. Job Address 40ug LLocality Owner's 1� or Na 1 BUILDIN CONCRETE ELECTRIC ECHANICAL Footing ❑ Rough Wiring ❑ ❑ Ai ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place Pre Fab ❑ READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday �►'M•) A.M. �� Inspection Made P.M. Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date CITY OF VeaC4 - �7e 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 __ -- -- -- TELEPHONE(904) 247-5800 �— FAX (904)247-5805 SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS 16 Z/Y Please call me at 904-247-5826 if you have any questions. Sin rely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF 7 - 60 �7 Office Of Building Official. �y REQUEST FOR INSPECTI N Date /— ff`� Time ^V Received Permit No. a A.M. P.M. JO Addres -. Owner' Name / , ocality B DING Contractor CONCRETE ing ELECTRICAL Re Roofing Footing PLUM Ia NG Insulation Slab Rough Wiring ❑ MECHANICgL Lintel Temp Pole Rough ❑ Final Top Out Air Cond. $ Sewer 0 Heating Mon. READY FOR INSPECTION ❑ Fire Pre Fab Tues. � (, Wed. Inspection Made r �� Thurs. Friday M Inspector A.M. -- PM. Final Inspection ❑ Certificate of Occupancy❑ Date • a lay'.7 T O�ffic. -1�i� :J ` 7 —0 7�7Z Cate of Building Date Time /0Z REQUEST ):01? NSP Received ECT101V (f A.M. e Job Address�-- PA4. Permit No. o Owner, S` �Na ILDING Re Roofing ❑ CONCRETE LOcality insulatio ❑ Footin Contractor R-1111111, r, C7n Slab 9 ELECTRICAL 7 Lmtet Ji O ROU h , Mon. ❑ Temp Pole❑ PLUMBING FinalRough Tues READY ❑ TOp Cut ❑ MECHANICAL F Sewer ❑ Air Cond, g l nsPection ` OR I NSPECTIO ❑ Heating ❑ Inspect Made \I ed. N Fire place or Thurs. Pre Fab ❑ i2L6 A.M. Friday C i'M. _PM. M. Final Inspection Certificate of occupancy Cate ❑ CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24389 Address: 1044 . STOCKS STREET Permit Type: ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: '18 Proposed User Lot(s):SINGLE FAMILY- - 5 Block: 186 Section: Square Feet: Subdivision: MARSH OAKS ` Est. Value: Parcel Number. Improv. Cost: OWNER INFORMATION Date-Issued: 7/0312002 - Name: BENNETT, KEVIN W. Total Fees: 45.00 Address: 4429 JIGGERMAST AVENUE Amount Paid: 45:OD JACKSONVILLE,,-FL 32277 Date Paid:- 7/03/2002 Phone: 904)744=0747- Work Desc: INSTALL.150 MP, SINGLE PH, 4W, 24Q YOLT,210 ALUM ELECTRIC SERVICE CONTRACTORS APPLICATION FEES NOBLE.ELECTRIC -' 45.00 t OTI E MbNS P STB E 3 ON N BUILDING MATER RUBB1Si �DESRI13-FRC�ft1 TN1S'a�iflRK M1tll� 74Te�EL b 3tU� s SPACE,AND MUST BE CLEARE ?<. k}#?E g�AAY, Y Eli HER CO3Ti . _ �`� ` � •t�"'a`�-'a'`�t�s Y ��;�-4'�'��'rib r^ _z THE "FAILURE TO COME�tItITH ... PROPERTY OWNER. YING TRYti r UBJECT TO REVOCATION ISSUED ACCORDING TO APP �'� Ptd,; .t/VHI r. � r FOR VIOLATION OF APPLICABLEO IC3 S _ ids Iain T 4�: ne: oc Draw: 1 ct L, ---- _ i ts: 71/6 12 01 Remipt no: 7051 ATLANTIC BEACH.B--UILDDI-N—G DEPT. 1 SING 1 IM! STOC>iS sr CA as Twos date: 7/M2 Tim: 11:42:59 Jul-03-02 02 :44P 904 P.01 R CITY OF ATLANTIC BEACH, FLORIDA v ` APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR. DATE:C 3:rvl a 20 Cl 7. IMPORTANT NOTICE: T 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 ATTACKED PLANS AND SPECIFICATIONS,WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE: OWNERS NAME: ADDRESS:ID44 SroC K--. 5}. RFD BOX_ BLDG. SIZE BETWEEN: BK SEc 8 RES.(-< APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW( /< OLD( ) RE W.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ. FT. SERVICE: NEW(. INCREASE( ) REPAIR( ) CONDUCTOR SIZE AMPS: COPPER( ALUM.( ) FEES /S%> / -Va� CRC) ,*/"" I SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH E W VOLT RACEWAY i FEEDERS NO. SIZE NO. SIZE NO. SIZE 1 LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN ' TOTAL 0.30AMPS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H-P.RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOROTHER MOTORS AMPS IHEAT i 0 1 OVER MOTORS N.P. VOLTAGE PHS NO. l H.P, VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO, KVA NO. KVA NO.NEON TRANSF. NO VA MA MOTOR SIZE SWITCH FLASHERS EACH SIGN yS Updated 5/20/2002 _-- 1 � - NOTICE TO: Water Department FROM: Building Department DATE: --------------------------- 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 -------------------- -------------------- -------------------- Sincerely, Pat Harris Building Department CITY OF qyq -o7 Y ) 4&a&c Be=4-494nscrP� Office of Building Official REQUEST FOR INSPECTION Permit No. Date Time A.M. Received P.M. --S O _ Locality Job Address ^� Owner's 1 >' �/� / 1 1 )1 / Contractor Name MECHANICAL E ELECTRICAL CONCRETE , LUMBING BUILDING El Air Cond. & ❑ Framing D Footing El Rough Wiring ❑ Rough❑Slab El Heating Temp Pole ❑ Top Out Re Rooting Sewer.' Fire Place Insulation ❑ Lintel ❑ Final 1 Pre Fab READY FOR INSPECTION . Thurs. Friday;— P—M ut.) Mon. Tues. Wed. J A.M. • D 2— P.M. Inspection Made Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 2475826-FAX: 2475877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24379 Address: 1044 STOCKS STREET Permit Type: MECHANICAL ATLANTIC BEACH, FL 3223.3 Class of Work: NEW Township: Range: Book: 18- Lo s :5 Block: 186 Section: Proposed Use:. SINGLE FAMILY t( ) Square Feet: Subdivision: MARSH OAKS- Est.-Value: Parcel Number: Improv. Cost: - OWNER INFORMATION Date Issued: : 7/02/2002 Name: BENNFTT; KEVIN W. Total Fees: 57.00. Address: 4429 JIGGER ST AVENUE Amount Paid: 57,00 JACKSONVILLE, FL 32277 Date-Paid: 7/02/2002 Phone: 904 7.44-0747 Work Desc: INSTALL HVAC . APPLICATION-FEES CONTRACTOR S - 57.00 AIR FLOW DESIGNS, INC. H&A_ �v " J r• ray`��',.� :1� ,. 'i a` � `.,�• `.x-u�s''yn 1ii ��y�4 ey`yy=������g} :.c t^ -�,• `tib .�.,. ��, + +<�, uty-R a...+�« '.ti-. �`ar� 3�zx,-'..,""r��' • .� z � � L.L T, N NOTIH - . N„�-�� :-':,,, _ >� - E� -Y -,,�v •�. � PACE;i4ND BUILDING MATE = h MUST RE CLEAf2 "FAILURE'TO CO - HE 4 PROPERTY-OWNS ISSUE=D ACCORDING TO A JECT TO REVOCATION n , FOR VIOLATION OF APPLICA Oper: CHERYLE Type. OC Drawer: 1 .. a ---�� Date: 7/02/02 01 Receipt no: 7071447 _ 7 ATLANTIC BEA H UILDING DEPT. 14 PERMITS=BUILDIIiG 1 00103221000 0001044STOCKS5 CK CHECKS ni °,� �762Tiae: 16.2756 N -y,v 1*4 OF i/ Q0 ox Ot�J �lcJ `N° T' 00 '1�- Pette v�5 N�GP r a`e o9r 0A 004 O�p�e°e�Jea 6,e, o ��G P 6 map 9Q�0 ION foo Goo", y���\N P a\ s eco\011- vj°e� ,tm aOa\g / OVID O '/ All IVY foo aae spe°\�O°N r \aoc Ilii CITY OF ATLANTIC BEACH i DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247.5826 - Fax: 247-5877 PLUMBING PERMIT — UIXATION INFORMATION PERMIT INFORMATION Permit Number: 22878 Address: 1044 STOCKS STREET Permit Type: PLUMBING ATL�VTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):5 Block: 186 Section: Square Feet: Subdivision: MARSH OAKS Est. Value: Parcel Number_ Improv. Cost: __ __ __QV/NER INFORMATION_______ Date Issued: 10/18/2001 Name: BENNETT, KEVIN W. Total Fees: 60.50 Address: 4429 JIGGERMAST AVENUE Amount Paid: 60.50 JhCKSONVILLE, FL 32277 Date Paid: 10/19/2001 hone (904)744-0747 Work Desc: INSTALL PLUMBING " - PLI_CATIOEES _ CONTi�TORS) 17 60.5 J.D. VAUGHN & SONS PLUMBI 'S x r UNDER SLAB P ,U�IBfI'�G� � �� ,�' � � �4 FINAL 3 g +s`} NOTICE- IN 11T TBE REQUESTED AT LEAST=� lOR Ta . SPECTION BUILDING MATERIAL,Y EBIVORK MU ISE P CED IN PUBLIC JV1 AY B. T2A OR OR OWNER SPACE, AND MUST BE _'REO` _ -- "FAILURE TO COMPLY WI _ G. '+�t� JSULT IN THE PROPERTY OWNER PAYING EMCTS .. ISSUED ACCORDING TO APPROVED PLANS WH IS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. — — I �C ATLANTIC BEACH BUILDING DEPT. sti8.56 14 _ --_---- ---Date; 18119f81$1----iteceipt: 6885374 CHECKS 28415 N1iiiMIM i CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: /,0�1V 2kck f 45� eel OWNER OF PROPERTY: �C!///7 l/Y. ,&tfW eeZ TELEPHONE NO.'W 07 7 PLUMBING CONTRACTOR &16-11Al 0' L, /W i �14l jl oVq _ot7— 6 CONTRACTOR' S ADDRESS : K lw2 r-,w� � STATE LICENSE NUMBER: 70 TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY / WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS o? CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS / SEWER l WATER REPIPE OTHER TOTAL FIXTURES : 13 x $3 . 50 + $15 . 00 �� C 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 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Afairs Residential Whole Building Performance Method A Project Name: 1488 Builder: QUALITY REMODELIN AN Address: Permitting Office: City, State: Permit Number: Owner: KEVIN BENNETT 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:28.2 kBtu/hr - 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 4 _ b.N/A - 5. Is this a worst case? Yes _ - 6. Conditioned floor area(ft2) 1484 ft2 c. N/A - 7. Glass area&type - - a. Clear-single pane 0.0 ft2 _ 13. Heating systems b.Clear-double pane 157.0 ft2 _ a. Electric Heat Pump Cap:29.0 kBtu/hr - c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.20 - d.Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A - 8. Floor types - - a. Slab-0n-Grade Edge Insulation R=0.0, 197.0(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, 1023.0 W _ EF:0.86 - b. Frame,Wood,Adjacent R=11.0,358.0 ft2 _ b.N/A - c. N/A - - d.N/A _ c. Conservation credits - e. N/A (HR-Beat recovery.Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1505.0 ft2 _ 15. HVAC credits - b.Under Attic R=19.0, 122.0 112 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Una AH:Garage Sup.R=6.0, 1.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, W-11-Multizone heating) Total as-built points: 22569.00 PASS^ c c Glass/Floor Area: 0.11 Total base points: 23804.00 r/-1�7�7 hereby certify that the plans and specifications covered Review of the Flans and 111E ST by this calculation are in compliance witifghe Florida specifications covered by this X04 _ AT`'0 wt Energy Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: �--- Before construction is completed DATE: /z this building will be inspected for hereby certify that this building, as designed, is in compliance wit'i Section 553.908 �j�000 �5`. compliance with the Florida,E -rgy e. Florida Statutes. BUILDING OFFICIAL: OWNER/AGENT: -� DATE: DATE: EnergyGaugeO (Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1484.0 33.05 8829.6 Double,Clear NE 1.0 7.0 20.0 28.72 0.98 565.7 Double,Clear E 1.0 7.0 5.0 40.22 0.98 197.5 Double,Clear S 1.0 7.0 5.0 34.50 0.97 166.8 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double, Clear SE 1.0 4A 6.0 40.86 0.88 216.6 Double,Clear SE 1.0 7.0 15.0 40.86 0.98 601.2 Double,Clear NW 1.0 3.0 5.0 25.46 0.87 111.3 Double,Clear NW 1.0 6.0 20.0 25.46 0.97 496.1 Double,Clear NW 6.0 7.0 36.0 25.46 0.66 608.5 As-Built Total: 157.0 4630.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 358.0 0.7 250.6 Frame,Wood, Exterior 11.0 1023.0 1.70 1739.1 Exterior 1023.0 1.70 1739.1 Frame,Wood,Adjacent 11.0 358.0 0.70 250.6 Base Total: 1381.0 1989.7 As-Built Total: 1381.0 1989.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 165.2 As-Built Total: 38.0 125.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1488.0 0.60 892.8 Under Attic 30.0 1505.0 0.60 903.0 Under Attic 19.0 122.0 1.10 134.2 Base Total: 1488.0 892.8 As-Built Total: 1627.0 1037.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 197.0(p) -37.0 -7289.0 Slab-On-Grade Edge Insulation 0.0 197.0(p) 41.20 -8116.4 Raised 0.0 0.00 0.0 Base Total: -7289.0 As-Built Total: -8116.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 1484.0 10.21 15151.6 1484.0 10.21 15151.6 EnergyGaugeO DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1484.0 9.76 2608.4 Double,Clear NE 1.0 7.0 20.0 13.40 1.00 267.8 Double,Clear E 1.0 7.0 5.0 9.09 1.01 46.0 Double,Clear S 1.0 7.0 5.0 4.03 1.01 20.3 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SW 1.0 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 1.00 280.6 Double,Clear NW 6.0 7.0 36.0 14.03 1.02 516.4 As-Built Total: 157.0 1648.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 358.0 3.6 1288.8 Frame,Wood,Exterior 11.0 1023.0 3.70 3785.1 Exterior 1023.0 3.70 3765.1 Frame,Wood,Adjacent 11.0 358.0 3.60 1288.8 Base Total: 1381.0 5073.9 As-Built Total: 1381.0 5073.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Wood 18.0 11.50 207.0 Base Total: 38.0 453.0 As-Built Total: 38.0 375.0 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1488.0 1.20 1785.6 Under Attic 30.0 1505.0 1.20 1806.0 Under Attic 19.0 122.0 2.00 244.0 Base Total: 1488.0 1785.6 As-Built Total: 1627.0 2050.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 197.0(p) 8.9 1753.3 Slab-On-Grade Edge Insulation 0.0 197.0(p) 18.80 3703.6 Raised 0.0 0.00 0.0 Base Total: 1753.3 As-Built Total: 3703.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1484.0 -0.59 -875.6 1484.0 -0.59 -875.6 EnergyGauge®DCA Form 60OA-97 EnergyGauge(D/FlaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of � Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 109°4.0 50.0 0.86 4 1.00 2809.86 1.00 11239.4 As-Built Total: 11239.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7053.1 5766.5 10984.0 23803.5 j 5294.9 6034.5 11239.4 22568.9 PASS pyo THE STgl�oo , i C00 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 RIGHT-J LOAD AND EQUIPMENT SUMMARY Filename: Base.bld 12/1/00 For: QUALITY REMODELING AND FRAMING (KEVIN BENNETT) By: AIR FLOW DESIGNS 5615 ST.AUGUSTINE RD. JACKSONVILLE FL 32207 (904) 398-0831 Job# Wthr Jacksonville_AP FL Zone Entire House WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 Deg F Outside db: 97 Deg F Inside db: 72 Deg F Inside db: 78 Deg F Design TD: 40 Deg F Design TD: 19 Deg F Daily Range M Rel.Hum. : 55 % Grains Water 37 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg.Heat Loss 31482 Btuh Structure 17 667 Btuh Ventilation Air 262 CFM Ventilation 2278 Btuh Vent Air Loss 11528 Btuh Design Temp. Swing 3.0 Deg F Design Heat Load 43010 Btuh Use Mfg.Data n Rate/Swing Mult. 1.00 INFILTRATION Total Sens Equip Load 19946 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 1 Internal Gains 1265 Btuh Ventilation 2742 Btuh HEATING COOLING Infiltration 2744 Btuh Area(sq.ft.) 1484 1484 Tot Latent Equip Load 6751 Btuh Volume(cu.ft.) 13059 13059 Air Changes/Hour 1.2 0.5 Total Equip Load 26697 Btuh Equivalent CFM 262 10 9 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make CARRIER Make CARRIER Model FA4ANF030 Model 3SYCCO30 Type HEAT PUMP Type SPLIT DESIGNS Efficiency/HSPF 7.20 COP/EER/SEER 10.00 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 29000 Btuh Latent Cooling 0 Btuh Heating Temp Rise 26 Deg F Total Cooling 28200 Btuh Actual Heating Fan 1000 CFM Actual Cooling Fan 1000 CFM Htg Air Flow Factor 0.032 CFM/Btuh Clg Air Flow Factor 0.057 CFM/Btuh Space Thermostat Load Sens Heat Ratio 82 MANUAL J:7th Ed. RIGHT-J:VI 3.0.11 SIN 117 8 6 Printout certified by ACCA to meet all requirements of Manual Form J • Base Job# Zone: Entire House 12/1/00 MANUAL J:7th Ed. RIGHT-J: 3.0.11- SIN 117 8 6 1 Name of Room EntireHouse MBR MBTH WIC 2 Running Ft.Exposed Wall 17 8.0 Ft. 4 3.0 Ft. 8.0 Ft. 5.0 Ft. 3 Room Dimensions,Ft. 0.0 t. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft 0.0 x 0.0 Ft. 4 Ceilrq;%Ft Condit.Option 8.8 heat/cool d 10.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CSTHTM Area h Area Btuh Area Btuh Aie8 Btuh EXPOSURE NO. Htg Btu Cls Length Htg Clg Length Htg Clg Length Htg I Cls Length Htg Cls 5 Gross a 12C 3.6 2.0 1280 srr* wa 260 rrp rrr« 64 ss«w swsr qp ras rar Exposed b 14B 5.8 2.2 0 •*`r *`•r 0 "*a ssss p saws rssr p srsr ssss Walls and c 12H 2.4 1.4 0 rssr wrr 0 rra rr•« p a*r *rsr p sr«r ►rrs Partitions d 13C 1.4 1.3 350 *"` •"` 170 "*•• `s«s 0 •sr` "`* 0 *•`• rrsr e 13H1.1 0.B 0 ass ssss 0 rrsr ssss 0 rrr« rssr 0 ss►s rrss f 0.0 0.0 0 ►rsw was 0 rssr wssr 0 ***w ssss p sar rrss 6 Windows and a lI 38.2 •` 121 4627 `sr• 20 765 ***• 6 229 •••• 0 0 •rr• Glass Doors b 8F 38.2 '• 36 1377 •••• 0 0 *•"` 0 0 ••" 0 0 ••r' Heating c 9H 22.0 •• 0 0 •••• 0 0 •`*r 0 0 •"• 0 0 •••r d 7L 26.0 `• 0 0 •"•` 0 0 *"• 0 0 ""` 0 0 •'•' e 0.0 •' 0 0 ••" 0 0 r«*• 0 0 r••` 0 0 •"' f 0.0 •` 0 0 rr*• 0 0 s**• 0 0 "`r 0 0 '••' 7 Windows and North 16.0 5 `**• 80 0 *"•• 0 0 •"• 0 0 "`• 0 Glass Doors NEINW 33.0 41 "" 1353 20 `rwr 660 6 •`•• 198 0 •••' 0 Cooling E/W 46.0 5 "••• 230 0 "`s 0 p s►rw 0 0 rssr 0 SEISW 40.0 106 •'•• 4240 0 •••• 0 0 •r•• 0 0 `r•• 0 South 0.0 0 rrss 0 0 *sss p 0 ssss 0 0 sss► p Hort 0.0 O ssrr 0 0 *«rr 0 p ssss 00 srsr 0 8 Other doors a 11E 7.6 4.3 2 0 152 86 0 0 0 0 0 0 0 0 0 b 10A 22.4 12.7 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12C 3.6 2.0 1103 3971 2244 240 864 488 58 209 118 40 144 81 Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.4 1.4 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.3 350 473 441 170 230 214 0 0 0 0 0 0 e 13H 1.1 0.8 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.3 1.4 1396 1843 1981 168 222 238 64 84 91 40 53 57 b 16D 2.1 2.3 122 259 278 22 47 50 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 32.4 0.0 178 5767 0 43 1393 0 8 259 0 5 162 0 b 20G 2.8 1.1 0 00 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 65.1 12.9 177 11515 2279 20 1301 258 6 390 77 0 0 0 13 SubtotBtuh Loss=6*8..+11+12 w*sr 1 29983 sr►r s►►* 4621 "w* r►rr 1172 "** •••• 359 ►••r 14 Duct Btuh Loss 5/ 1499 rrr• 5°/ 241 "«•• 5°/ 59 18 ••••" 1S Total Btuh Loss=13+14 "•*` 31482 377 errs rrss 5062 **•• ••`• 1231 srsr ssss rrsr 16 Int.Gains: People @ 300 6 •rsw 1650 2 •rrr 600 0 'r•' 0 0 •••' 0 Appl. ® 1200 1 `•`r 1200 0 •rrr 0 0 ssss 0 0 ••'• 0 17 SubtotRSH Gain-7+8.+12+16 sss« rsww 16061 wssr rrsr 2508 wsr« wssr 484 ssss raw 138 is Duct Btuh Gain 10°/ •••• 1606 10% •'•r 251 10°/ •"• 48 10% •"` 14 19 Total RSH Gain-(17+18)•PLF 1.00 r••• 17667 1.00 rrsr 2759 1.00 ••" 532 1.00 •••• 152 20 CFM Air Required •••' 1000 1000 *•"• 161 1.561 r••• 39 30 '••• 12 9 Printout certified by ACCA to meet all requirements of Manual J Form • Base Job# Zone: Entire House 12/1/00 MANUAL J:7th Ed. RIGHT-J: 3.0.11- SIN 11786 1 NameofRoom BTH2 NOOK / KIT DIN 2 Running Ft.Exposed Wall 6.0 Ft. 10.0 Ft. 28.0 Ft. Ft. 3 Room Dimensions,Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft x Ft. 4 Ceiings,Ft Condit.Option 8.0 heat/cool 10.0 heat/cool 10.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg CIS Length Htg CIS 5 Gross a 12C 3.6 2.0 48 •wra srwa 100 aars rr+s 100 rr►r rarr ■rrs rsss Exposed b 14B 5.8 2.2 0 rrsr rrrr 0 rrrr ■r+a 0 sraa rrws srrr rrp Walls and c 12H 2.4 1.4 0 `sa rrss 0 carr rs+a 0 sass rrrr sar ass Partitions d 13C 1.4 1.3 0 rrrr rrss 0 rars ss+s 180 sr►r rssr ■aaa srrs e 13H 1.1 0.8 0 •••• ■•+• 0 rrrr srar 0 ssss rrss wr►r sar f 0.0 0.0 0 ■•rr rwrr 0 rrsr srrr 0 rsss rrrr rsss rrrr 6 Windows and a lI 38.2 '■ 5 191 ■`•• 20 765 ••*• 0 0 •■•` ++++ Glass Doors b BF 38.2 •• 0 0 ... • 0 0 ••*• 36 1377 •••• •+++ Heating c 9H 22.0 •• 0 0 •••• 0 0 +`•` 0 0 •+■` •••• d 7L 26.0 •• 0 0 •••+ 0 0 ••*" 0 0 ••■+ `••• f 0.0 ■• 0 0 •`++ 0 0 sssr 0 0 rrss srrs 7 Windows and North 16.0 0 +*■• 0 0 **•• 0 0 ++■• 0 rarw Glass Doors NE/NW 33.0 0 •••• 0 0 •••• 0 0 ■■■■ 0 `■•• Cooling E/W 46.0 0 •••• 0 0 •"•• 0 0 +■■• 0 •+++ SE/SW 40.0 5 +++• 200 20 **+• 300 36 +•■■ 1440 ■■•• South 0.0 0 *""• 0 0 "*+• 0 0 •"■• 0 *■"'■ Hort 0.0 0 rsrr 0 0 carr 0 0 rrrr 0 rsss 8 Other doorsa b 11E 7.6 4.3 0 0 0 0 0 0 0 0 0 10A 22.4 12.7 0 0 0 0 0 0 0 0 0 9 Net a 12C 3.6 2.0 43 155 87 80 288 163 64 230 130 Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.4 1.4 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.3 0 0 0 0 0 0 180 243 227 e 13H 1.1 0.8 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.3 1.4 48 63 68 160 211 227 144 190 204 6 16D 2.1 2.3 0 0 0 22 47 50 28 59 64 C 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floorsa 22A 32.4 0.0 6 194 0 10 324 0 28 907 0 b 20G 2.8 1.1 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 65.1 12.9 5 325 69 20 1301 256 36 2342 464 13 Subtot Btuh Lou=6+8..+11+12 +••` 929 •••• ••+• 2936 «ssr ►rss 5349 •••• raw rrra 14 Duct Btuh Leas 5% 4 6 •■+• 5*/ 147 +•«■ 5'/ 267 ••rr % rssr 15 Total Btuh Loss=13+14 "•r■ 975 •••+ •+•• 3083 •+*• •••• 5616 •••• ■■•• ■`•• 16 Int Gains: People® 300 0 •••+ 0 0 **+• 0 0 •+•• 0 ••+• Appl. ® 1200 0 rssr 0 1 aawr 1200 0 rrsr 0 srsa 17 SubtotRSH Gain=7+8.+12+16 «rrs rsss 420 rrsr +ars 2697 rsrr srar 2529 rr►r carr 18 Duct Btuh Gain 10% ■■"■ 42 10% **•• 270 10% rars 253 % ass► 19 Total RSH Gain-(I7+18)•PLF 1.00 •••• 462 1.00 *■•• 2967 1.00 •••• 2782 •++• 20 CFM Air Required `•" 31 26 '••• 98 168 •+•• 178 157 '■" Printout certified by ACCA to meet all requirements of Manual J Form 32-0-0 C- r. VJ7� J3 VJ6J2� VJ5— J1 0 T 9 T 9 T 9 0 1 0 I T9 T9 T9i - ___ T9 T9 T9 T7 T8 .4-8-0 I T8 Ta T7 T6 T6 76 T6 0 T 6 T6 FT 0 T5 F- T3 T2 Tl 2 oc VJ5 I I \/J5 V 6 VJ6 VJ7 VJ7 < < < < < < < < < < < < < < < 13 L C- C- L C- C- C- L C- = C- L L L L u 0) 32-0-0 0 runs rasa ype - zy �TOCK�STREE0100659 CJ1 ROOF TRUSS (o tionalpI=TRII�S� SSSO1IViLLF�1-32257 pA; s12 C61 I e n us nes, nc. n un age 9-10-13 9-10-13 sa.•rax.r a s ro xai a <2< i 3 1 i x _ � B1 tai L rx 73 7 i a e se s 2-0-3-12T--Mr LOADING (psf) SPACING In loc Well PLATES GRIP 2-0-07TC DEFL ( ) >999 M1120 249/190 TCLL 20.0 Plates Increase 1.250.53 Vert(LL) 0.05 2-7 >297TCDL 7.0 Lumber Increase 1.250.59 Vert(TL) -0.39 2-7BCLL 0.0 Rep Stress Incr NO0.18 Horz(71-) -0.01 6 n/a Wei ht:40 Ib BCDL 10.0 Code SBC/SBCCI ) 1st LC LL f;In I/dell=�4J 9 LBRACING UMBER 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 ceilirg directly applied or 8-4-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS Mo10-4-1 ase 304 /0-1-8,4=145/0-1-8 Max Hrz2=258 Max Uplift2=-327(load case 2),6=-151(load case 3),4=-195(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=34,2-8=-443.8-9=- -420,3-10=•73,4-10=38,4-5=-3 460,3-9= BOT CHORD 2-11=431,11-12=431,12-13=431,7-13=431,6-7=0 WEBS 3-7=-476 NOTES 1)This truss has been designed for the wind loads generated by 100 mph vinds 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 1 enclosed building,of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to 'vvind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to vJnd. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6,4. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 327 Ib uplift at joint 2,151 Ib uplift at )oint 6 and 195 Ib uplift at joint 4. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 5)Special hanger(s)or connection(s)required to support concentrated load(s)102.8Ib down and 174.O1b up M 1-6-12,and 92.51b up at 4-4-12,and 118.91b dovm and 231.21b up at 7-2-11 on top chord,and 9.41b down and 21.21b up at 1-6-12,and 27.1lb down at 4-4-12,and 54.21b doom at 7-2-11 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-54.0,2-6=-20.0 Concentrated Loads(1b) Vert:8=174.0 9=9.3 10=-118.9 11=21.2 12=-14.2 13=-54.2 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=83.3,2-3=45.9,3-4=43.0,4-5=79.4,2-6=-10.0 Horz:1-2=-93.3,2-3=-56.9,3-4=-53.0,4-5=-89.4 Concentrated Loads Ob), G�,t. �AR9e Vert: Loads 992.5 10=231.2 11=-9.4 12=-27.1 13=-47.1 `4 V IFIC,9 Ti Continued on page 2 V 0.48 0 f OF Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio /S+A�ORIOP' Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.52 BRED ENG This drawing is not sufficient alone for installaticn. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction wi.h the architectural and structural plans duri4 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 904.245 04\O L Job cuss russ I ype y y CTOCR5-5 IKtt 0100659 J1 ROOF TRUSS 2 1 tional s ov o0 I e nus nes, nc. n un age 5-0-0 5-0-0 SCY• 1:17.3 3 600 F12 / T1 2 61 — 4 t b4= Q- a-U-Q LOADING (psf) SPACING 2-0-0 CSI DEFL in (IOC) I/daft PLATES GRIP TCLL 20.0- Plates Increase 1.25 TC 0.20 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert( ) 0.04 1-2 -505 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=116/0-1-8,2=274/0-3-8,4=43/0-1-8 Max Horz2=192(load case 4) Max Uplift3=-120(load case 2),2=-191(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=33,2-3=42 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf lop chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,ccndition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide mechanical connection(by others)of truss to bearing plate at joinl(s)3,4. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 120 Ib uplift at joint 3 and 191 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • C4 iFrCg9�G o.48 0 OF Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio / 0RVD Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.52 SHRED 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 duri 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 904.245 0 O L o LJ3 ss fuss ype y ly— TOCRS STRE 0100659 ROOF TRUSS 2 1 o tional S ov 8-2 1 I eK Industries,Inc. t-,ri un age �__1-0-0 1-0-0 sw1.1.7.4 7 a.00 u 2 a T1 1 1 2x1 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Well PLATES GRIP TCLL 20.0, Plates Increase 1.25 TC 0.16 Veft(LL) n/a - 9 N11120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.02 1-2 X32 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Well=240 Weight:6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-3210-1-8,2=170/0-3-8.4=1010-1-8 Max Horz2=87(load case 4) Max UpliP,3=-32(load case 1),2=-226(load case 4) Max Grav3=88(load case 3),2=170(load case 1),4=10(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=32,2-3=-41 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 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 vvind. If porches exist,they are not exposed to And. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 lb uplift at joint 3 and 226 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASEtS) Standard CA IF,C,Q o.48 o OF Q Apex Technology is a fictitious name owned by Jax Apex'fechnology Inc.,a Florida Corporatio / ORIOP Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.52 RED 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 duri instal tion. If HIB-91 has not been shipped to the site witli the component pictured on this page,please contact Apex Technology for a free copy 904.24} 0 O T1— cuss I cuss I ype O Y Y 87 0100659 VCJ2 ROOF TRUSS 3 1 (optional KSOR41 s ov 0vii ndusfnesT-FnJuun-T-1'=-- age 9-10-13 9-10-13 s:w.•1.221 314 2 .21 1, a 1 w2 g n 1 � 02 12 7 C ].a= d 2 71 g,6= 10 1 2.12112 6-0-1 -- �St071T3 t7 �t70 1 ""3 t3-- a e se s —__ LOADING (pSO SPACING 2-0-0 CSI DEFL in (IOC) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.06 2-3 999999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.07 2-3 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) -0.02 6 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:40 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 6-0-0oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=66/Mechanical,2=466/0-1-8,6=272/Mechanical Max Herz 2=253(load case 2) Max Uplift4=-45(load case 3),2=-428(load case 2),6=-231(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=30,2-9=-881,3-9=-802,3-4=-44 BOT CHORD 2-10=782,10-11=785,8-11=798.8-12=742,7-12=742,6-7=0,5-6=0 WEBS 3-8=256,3-7=-787 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,thay are not exposed to .wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Bulldirg designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 45 Ib uplift at joint 4,428 Ib uplift at 6)1K12 and 231 lb uplift at joint 6. otn truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)Special hanger(s)or connection(s)required to support concentrated load(s)182.31b up at 4-4-0 on lop chord,and 15.OIb up at 1-6-1,and 15.81b doom at 4-4-0,and 27.11b up at 7-1-15 on bottom chord. Design for unspecified connections)is delegated to the building designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54.0,2-8=-20.0,5-8=-20.0 Concentrated Loads Ob) Vert:9=3.4 10=15.0 11=-15.3 12=27.1 CA �1Q. `PZIFPC�9 V o.43 0 OF Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio /s 0 10 Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.52 cH��ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including 11113-9 1,should be used in conjunction with the architectural and structural plans dur-irlip instal tion. 1171-1113-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904,2.0_ 0 l O L EET 2-187 Job cuss NSSType y y SI R 0100659 VJ5 ROOF TRUSS 6 1 (optional R s ov C I e nus nes,Inc. Fri un age 5-0-0 _ 5-0-0 sw.-1:17.3 3 a c.00,u a Ti 82 a 81 3 311_ qq . 4 2 3.4 2 3.00112 1 LOADING (pSO SPACING 2-0-0 CSI DEFL In (IOC) I/dell PLATES GRIP TCLL 20.0 ' Plates Increase 1.25 TC 0.20 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.04 1-2 >499 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Udefl=240 Weight:18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Shealhec or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid cell n5 directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 3=119/Mechanical,2=230/0-3-8,4=6,'Mechanical Max Horz3-58(102d case 3),2=1460oad case 3),4=-26(load case 1) Max Uplift3=-85(load case 3),2=-241(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=48 BOT CHORD 2-5=-27,4-5=-26 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5:0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Bearing 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 85 Ib uplift at joint 3 and 241 Ib uplift at joint 2. 5)Non Standard bearing condition. Review reGGu(red. 6)This truss has been designed for both TPI.85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(s) Standard CAIFI R9i o.48 0 OF ,(�Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio /S OR 110P Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.52 Ep ENG\ This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction%�ith the architectural and structural plans duri iinstakion. 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 904.2 16NO O L p russ fuss ype y Pry 0100659 T1 ROOF TRUSS 1 2 o tional s ov I e n us nes, nc, n un age 25-0-0 32-0-0 7-0-0 7-0-0 7-0-0 18-0-0 su1.•t:66.6 44— 2x4 II 3.9= Z14 II 4.9= 4 5 6 7 6 6.00 12 30 i 3Y W Wx W, W4 wa 9 9 b 1 W2 Eb ,6 I¢ 2 22 19 23 2, +4 23 2 12 ++I� 16 17 19 20 16 21 6 13 + 9x9= 3x4= 3.8= 2x4 II 7x9= 7x!= 6x6= 3.6= 3x6 39^.,12 3 -0z —Pae se s 2�3 �a ITIS -2:5 O��T(�� D 0 0 063140 3�[f2-1)0-D 0(TU DEFL in (loc) Vdefl PLATES GRIP LOADING (ps� SPACIN=In CSI 0.48 15 >788 M1120 249/190 TCLL 20.0 PlatesTC 0.46 Vert(LL) 0.50 15 >758 TCDL 7.0 LumbeBC 0.41Vert(TL)BCLL 0.0 Rep SWB 0.27Horz(TL) 0.22 10 n/a Wei ht:368 Ib BCDL 10.0 Code (Ivlatrix) 1st LC LL Min I/dell=240 9 LUMBER BRACING TOP CHORD Sheathed or 4- purlins. TOP CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directlyectly applied or 8-10-3 oc bracing. BOT CHORD 2 X 6 SYP DSS WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=2167/0-3-8,10=2062/0-3-8 Max Horz 2=78(load case 3) Max Uplift2=-1421(load case 4),10=-1411(load case 4) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=35,2-3=-7207,3-4=-5768,4-5=-6620,5-6=-6620,6-7=-6369,7-8=-6369,8-9=-5426,9-1o=-6823,10-11=35 BOT CHORD 2-18=6501 37079123-24=7079,14-24=7079114 25-20==4934251 125 26=4934,13-26=4934,12-13=587 8110-12=6153 WEBS 8.14=1631,8-13=13650 9-17 111,9-12=1034 5-16=-201,6-16=-526,6-15=393,6-14=-814,7-14=-203, NOTES 1)This truss has been checked for unbalanced loading conditions. 2)'This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord Tbload and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1421 Ib uplift at joint 2 and 1421 Ib uplift at joint 10. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)2-ply truss to be connected together with 10d Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 8)Special hanger(s)or connection(s)required to support concentrated load(s)429.51b down and 347.711b up at 7-0-0,177.41b down and 106.91b up at 9-0-12,177.41b down and 106.91b up at 11-0-12,349.21b down and 347.71b up at 25-0-0,97.11b down and 106.91b up at 13-0-12,97.1lb down and 106.91b up at 15-0-12,97.11b down and 106.91b up at 16-11-4,97.11b down and 106.91b up at 18-11-4,and 97.111b down and 106.91b up at 20-11-4,and 97.1lb down and 106.91b up at 22-11-4 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S) Standard I1FlC 1 . CA9e 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 'j Continued on page 2 0.48 0 OF �LQ Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio /S+A�ORIOP'RC1" Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.52 ED ENS' 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 durir instal tion. If IIIB-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 ` O o runs russ ype Ply 0100659 T2 ROOF TRUSS 1 1 o tional LLE-FC3 s ov i e nus nes, nc. ri un age 9-0-0 23-0-0 32-0-0 9-0-0 14-0-0 9-0-0 SIN.•t:t6.e 2.4 II 4.0 a s 6 COO 12 W{ 3.a-- 1.a i Wa b 7 � 3 W2 1 W. ;1 11 10 14 73 13 5.5= 5.6= i 6.6= 3.4= 3.8= 7.8 3.0 3.00112 17-5=$ 3-�80 -Pae se s 4 0-5-8 0 2 4rj LOADING (pso SPACING 2-0-0 CSI DEFL in :=: Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) 0.34 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.52 >736 BCLL 0.0 Rep Stress Incr YES WB 0.60 Hot z()L fA0 131n/a Weight:157 Ib BCDL 10.0 Code SBC/SBCCI BRACING LUMBER TOP CHORD Sheathed. TOP CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-4-2 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1257/0-3-8,8=1257/0-3-8 Max Horz 2=-960oad case 2) Max Uplift2=-646(load case 4),8=-646(load case 4) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=16,2-3=-4056,3-4=-2343,4-5=-2616,5-6=-2616,6-7=-2343.7 =-4056.8-9=16 BOT CHORD 2-14=3689,13-14=3465,12-13=2114,11-12=2114,10-11=3465,8-10=3689 WEBS 3-14=991.3-13=-1418.4-13=482.4-12=563.5-12=-372.6-12=563.6-11=482.7-11=-1418.7-10=991 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed 'building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed. wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 646 Ib uplift at joint 2 and 646 Ib uplift all joint 8. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASES) Standard IFIL C G o.48 0 OF OR10P ES �Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio /S Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.52 Cly 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 durirk inst�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 904.2 0 0 ruSS cuss ype Oty y RS�TR 01006659 T4 ROOF TRUSS 1 1 OV tional T7�1fCLE`F s ov I e nus nes, nc. n un age 13-0-0 19-0-0 32-0-0 13-0-0 6-0-0 13-0-0 s<a.•t:ca.c axe= 5x5= S c {x5 7 6 CJ'12 WS d L4 It W3 W3 2x1 II d e 3 t C 5 Ila 2 10 Y 13 12 11 1 1 Sx 5x12 1.— 3xa= 5.8= = � — lx8— 3xB 3.00 F12 -o- LOADING (PS0 SPACING 2-0-0 CSI DEFL In (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.30 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 SC 0.71 Vert(TL) -0.56 13-14 >675 BCLL 0.0 Rep Stress Inter YES WB 0.60 1st z(LC L)L M0.30 3deft=9 n/a Weight:166 Ib BCDL 10.0 I Code SBC/SBCCI LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-2 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1257/0-3-8,9=1257/0-3-8 Max Horz2=-1340oad case 2) Max Uplift2=-646(load case 4),9=-646(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4056,3-4=-4017,4-5=-1795,5-6=-1618,6-7=-1797,7-8=-4017,8-9=-4056,9-10=16 BOT CHORD 2-14=3689,13-14=2112,12-13=1618,11-12=2112,9-11=3689 WEBS 3-14=-118,4-14=1369,4-13=-635,5-13=527,5-12=-0,6-12=527,7-12=-634,7-11=1869,8-11=-118 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to Wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Bearing 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. Ift 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 646 Ib uplift at joint 2 and 646 b upli at joint 9. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard CAA 1 IF/C,�R/G� V o.48 0,: OF Q ORIOQ' Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio is OR 10 Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.52 ED 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 duri A 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 904.291 0 O L 0 --- mss mss ype ty P y�STOC 0100659 T6 ROOFTRUSS6 1 optional DETRIIS ..CRS-:SFIVi= 17=257;i;PROE — 5 s ov ie nus nes, nc. n un age 16-0-0 32-0-0 16-0-0 16-0-0 scw.•+:c6.6 {.t= 6.00 12 5 5.5 i Sz5 6 4 WS Wl ha= b4 7 1 WI B 11 W1 5A= 10 12 3.0052 5.61 6 5.6% yy 2 5 Id !V al ]z5 I6-0-p 32.0.0 r--a= r-v= LOADING (PSI) SPACING 2-0-0 CSI DEFL in (loc) Uden PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(LL) 0.42 11 >914 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Verl(TL) -0.67 11-12 >566 BCLL 0.0 Rep Stress Incr YES WB 0.64 HOrz(TL) 0.46 8 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min Udell=240 Weight:149 Ib LBRACING UMBER TOP CHORD Sheathed or oc purlins. TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=125710-3-8,8=1257/0-3-8 Max Harz 2=-1610oad case 2) Max Uplift2=-646(load case 4),8=-646(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-3850,3-4=-3506,4-5=-2532.5-6=-2532.6-7=-3506.7-8=-3350.8-9=16 BOT CHORD 2-12=3512,11-12=2983,10-11=2983,8-10=3512 WEBS 3-12=-280,4-12=429,4-11=-660,5-11=1993,6-11=-660,6-10=429,7-10=•280 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5:0 psf top chord dead load and 5.0 pst bottom chard dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed -building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Bearing at joint(s)2,8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 646 Ib uplift at joint 2 and 646 Ib uplift at joint 8. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard CAR'S/ IF1�q�G' � 1 o.48 C �4 OF Q ORIDP Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio �S+ Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.52 ED This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including 111B-9 1,should be used in conjunction with the architectural and structural plans durir 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 904.2 00 O Job toss toss ype y Y TOC - 0100659 T3 ROOF TRUSS 3 1 (optional) UETRQ OKSONVfLtE-FC-3Z25TG->Tt{ �sNov 16 Z 0-MT nus nes, no. n unTO age 16-0A 32-0-0 16-0-0 16-0-0 sw.•1:62.4 4.4_ s U6 3..i 6 6.33 F12 4 w3 W5 7 5.6 i 13 Wt = 7.6 3 5.8 ! W 1. .N 3.12�. 3 x 6= 3.001= 10 1-17 �1 4. Sas 3..4 11 6 3.6= 16_$_0 25-8-8 3230 -- J.S. a e se s LOADING (psi °PACING 2-0-0 CSI DEFL in (loo) I/defl PLATES GRIP TCLL 20.0 Pales Increase 1.25 TC 0.46 Verl(LL) 0.23 9 >327MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TL) 0.20 9 >36655 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.15 11 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:165 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at mldpt 6-12 REACTIONS (Ib/size) 16=114310-3-8.11=1376/0-3-8 Max Horz 16-161(load case 2) hlax UpVt16=-755(lood case 4),l l=-1014(load case 4) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=32,2-3=533,3-4=-1081,4-5=-907,5-6=-888,6-7=1112,7-8=1216,8-9=507,9-10=32 BOT CHORD 2-16=-411,15-16=-1129,3-15=-902,14-15=-599,13-14=944,12-13=510,11-12=-1513,7-12=-295,9-11=408 WEBS 3-1.1=1462,4-14=-203,4-13=-153,5-13=442,6-13=289,6-12=-1843,8-12=-986,8-11=391 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5;0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to vAnd. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 755 Ib uplift at joint 16 and 1014 Ib uplift at joint 11. 4)This truss has been designed for both TPI-85 and ANSI/TP1 1-1995 plating criteria. LOAD CASE;Si Standard CA IFIC,� V� V o.48 0 11 OF Q OR104ED ' Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio is Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.52 This drawing is not sufficient alone for installation. Additional instructi)ns accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans duri 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 904.241.55 20 0 O o Fuss russ ype :1y Ply0100659 T14 ROOFTRUSS 2 600V J!:TRUSS—"ZKKS-ORQiCC�FL�22 2 s ov I e industries,Inc. n un age 7-0-0 25-0-0 32-0-0 18-0-0 7-0-0 7-0-0 sw••+aaa 4.0- 2.411 3.4= 3.4= 64= r 17 lx 5 Is 20 i 21 22 , 23 6.00 a 3.4 Wa W5 3 W Wz a WS �?1� 6.12 tOIY 16 15 :J. a.� u xa xs a xe n :e » n ae a 2.4 11 12 W 3.0o tx I 32-0 0 4-? 9=9� Plate se 1001 8 11 U-1 lLul a LOADING (PSI) in loo I/deo PLATES GRIP 5 SPACING 2-0-0 CSI DEFL ( ) TCLL 20.0 Platers Increase 1.25 TC 0.69 Vert(LL) 0.58 14-15 >66584 M1120 2491190 TCOL 7.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -0.56 14-15 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) -0.25 9 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Vdefl-240 Weight:324 lb LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-7-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2-261310-3-8,9=2528/0-3.8 Max Horz 2=-790oad case 2) Max Uplift2=-1941(load case 4),9=-1791(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-9016,3-4=-6383,4-17=-8007,17.18=-8007,5-18=-8007,5-19=-7837,19-20=-7837,6-20=-7837, 6-21=-6132,21-22=-6132,7-22=-6132,7-23=-4390,8-23=-4390,8-9=-4944,9-10=33 BOT CHORD 2-16=8116,15.16=7671,14-15=6243,13-14=99,5-14=-488,13-24=672,24-25=672,12-25=672,12-26=5507, 25-27=5507,27.28=5507,28-29=5507,11.29=5507,9-11=4319 WEBS 3-16=1831,3-15=-1636,4-15=976,4-14=1955,12-14=5618,6-14=2006,6-12=-1576,7-12=813,7-11=-1475, 8-11=1720 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf lop chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft vAth 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 vvind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1941 Ib uplift at joint 2 and 1791 lb uplift at joint 9. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)2-ply truss to be connected together with 10d Common(,148"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-6-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 8)Special hanger(s)or connection(s)required to support concentrated load(s)802.11b down and 715.01b up at 7-0-0,118.41b doom and 178.71b up at 9-0-12,118.41b dawn and 178.71b up at 11-0-12,117.51b down and 176.81b up at 13-0-12,117.51b down and 176.81b up at 15-0-12,117.51b down and 176.81b up at 16-11-4,117.51b down and 176.81b up at 18-11-4,117.51b down and 176.8lb up at 20-11-4,and 117.51b down and 176.81b up at 22-11-4,and 117.51b down and 176.8Ib up at 25-0-0 on top chord, and 47.11b dorm at 13-0-12,47.11b down at 15-0-12,47.1lb down at 16-11-4,47.1lb down at 18-1114,47.11b down at 20-11-4, and 47.11b do,-in at 22-11-4,and 483.81b down and 331.51b up at 24-11-4 on bottom chord. Design for unspecified V��, Cq/�� connection(s)is delegated to the building designer. V C FA cAsE(s) Stan jard Except: �� -1 IF/ Gonllnued bn page L o.48 OF � OR10P' 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,32240-904.241.52 ED This drawing is not sufficient alone for installation. Additional instructions accompanying this u-uss drawing,including MIB-91,should be used in conjunction with the architectural and structural plans dinsta 4\Qo 1 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 904.2 1 5 0 �LTU RN �H0NE #�--���� Book 10141 Page 1875 FLA.1977 LAWS RAMCO FORM 409 FS 713.17 Notzce Of commencement (Prepare in Duplicate) To whom It may concent: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description ofpo T �3� . ... . ........................I.......... ........................... ......................................................... ...............................................................................................................................................................I....................... ................................................................. .. ................. .................... General description of improvements ... �!��....f� /G� ............................................................................. .................... .......................................... .................................................................................................................... . . ....... ....... ........... ...... f J/' ... Owner..�1 ...U1 .. ... . i�. ........................................................................................................ Address � . ....... f'.,f}:UX .-.�F-�X. .F—C.........3zz?.7........................................ ' Owner's interest in site'of the improvement .......... rl Ji>? .......................................................................... Fee Simple Title holder(if other than owner) Name ........................................................................................................................................................................... Address ... ................... .............................. Contractor KEuQ . �6 1�� ..5S � ..K)st:q .... . .�? Address ... ............................................. Surety(if any)............................................................................................................................................................. Address ................................................................................................................ Amount of bond$ ....................... Any person making a loan for the construction improvements: Name ........................................................................................................................................................................... Address....................................................................................................................................................................... Person within the State of Florida designated by owner upon whom notices or other documents may be served: Name ........................................................................................................................................................................ Address......................................................................................... .................................................................... In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(h),Florida Statues. (Fill in.at Owner's option). Name ......................................................................................................................................................................... Address...................................................................................................................................................................... - This space for recorder's use only -71 b0ok:001142?7068 Owner Page: 1875 Filed B Recorded Sworn to and subscribed before me this./!?day of 000 Illlll 09/10/2001 04:01:53 PM e`er o/ \������'0p IS gjyg/iii JIM FULLER "'"`y"'.............. .......... t9 . CLERK CIRCUIT COURT .��� Als oF�iO�'� DUVk COUNTY Po9 et 1.00 ......................... ..................... .......... . ......... TRUST FUND 5.00 RECORDING f Notary Public S o m �k 1 %/// 4 II i0Oa``