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1054 Stocks St (vault) joB ADDRES4 I b5q t' ;ZtTYPEWORK PROPERTY OWNER TELEPHONE `7�1�f- C) 7 CONTRACTOR r C1 TEL TxONE y� 6`7 q-7 , PERMIT oP� 6q, I DATE H- 00 - of INYPEGTIONS• FOOTING SLAB a,�D y - I a- l a•a TLE BEAM LEVTEL NAILIN G 3bv - ra•a7-o/ FRAMINGCOVER UP j3 t)�/q 1 ,1-00S INSULATION 930y4Y - FINAL BUILDING 5-q-O— CERTIFICATE OF OCCUPANCY FLEcn ICAL PERMIT# a 3 12VSPEC77ONS ROUGH a FINAL AffMAMC L PERMIT# 3�a� INSPECTIONS ROUGE •y ° FINAL PLUMBEVG PERAM7 EaPEMONS ROUGgluNDER SLAB - TOPOUT 01611A t o-a3•b t WATERISEVER FINIAL NOTES- - 8 3_T,4_ T --- --- - -- n- --- - -- _ "'---'- - --- - - - - - - - - - - _- - - -- _ -_ - --_ ion I 186 ST RESET I , ,tea <7_ 7S 6 , 5 i 43 i 2 .mss 1 s r _a1" .Q LE- y ' ii _ l t i f 1 r I f 1 r 1 S 645 Mayport Rd., Suite 1 Atlantic Beach, FL 32233 904-241-3141 John Joseph O'Malley 1-800-881-0234 President Fax 904-246-6495 Licensed Real Estate Broker omalleyiax@aol.com Date: 3 py To: �.2 Fax No. o� 47- S9 q From: L1,4 �Y, ' RE: Cjt, .:... J ° Atlantic Bea and ch honing Number of Pages:_-2� (including cover page) "The information contained in this facsimile (andlor the documents accompanying it) may contain confidential information. The information is intended only for the use of the individuals to whom it is addressed. If you are not the intended recipient, or the employee or agent responsible for delivering it to the recipient, you are hereby notified that any dissemination, distribution, copying or the taking of any action in reliance on the contents of this information is strictly prohibited. If you receive this facsimile in error, please notify us immediately Thank you 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_INFORMATIO_N Permit Number: 23248 Address: 1054 STOCKS STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):4 Block: 186 Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: �_ OWNER ORMATK}I4-�- _ Date Issued: 1/02/2002 !Name: BENNETT, KEVIN W. Total Fees: 46.00 Address: 4429 JIGGERMAST AVENUE Amount Paid: 46.00 JACKSONVILLE, FL 32277 Date Paid: 1/02/2002 7 , tea_ 994)744-0747 - Work Desc: NEW 150AMPl1 PH/ CONTRACTOR TION FEES __ MOORE ELECTRICAL CONT 1'I •E _ 46.00 '�z� _ - z ' - rs NOTICE - INS fl F :._ � SPECTION BUILDING MATERIAL, R' FROMTST NOT UBLIC SPACE, AND MUST BE CLEARED UP A ---- Y � 1 "FAILURE TO COMPLY W� < ULT IN THE PROPERTY OWNER PAYING [ ISSUED ACCORDING TO APPROVED PLANS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF IL- $46.88 14 AT NT BEACH BUILDING DEPT. Date: 1/82/82 81 Receipt: 8823303 CHECKS 5848 - - — 88188883221888 --- Jun OF�01 02: 35p Building Department 904-247-5805 p. l CITY OF ATLANTIC BEACH, FLORIDA s. APPLICATION FOR ELECTRICAL PERMIT 1 TO THE CHIEF ELECTRICAL INSPECTOR: DATE:J I N2L�� 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'ACCORDANC ITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ppATLANTIC BEACH ORDINANCES. al 4C�onh .-Lry- ELECTRICAL FIRM: MASTECTRICIA SIGNATU UIn Ibenn -sif � BOX NAME S BLDG.SIZE BETWEEN: RES.( APT.I ) COMM.I I PUBLIC( ) INDUS.( ) NEW( OLD( 1 REW.( } ADDITION I I TRAILER( } TEMPI 1 SIGNS ( 1 SO-FT. SERVICE: NEW ) INCREASES 1 REPAIR( ) FEE CONDUCTOR SIZE AMPSI COPPER( 1 ALUM. ) SWITCH OR BREAKER AMPS PH W `BOLT LSL_ RACEWAY EXIST.SERV.SIZE AMPS PH I W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O-]O AMPS. 11•IDO AMPS. SWITCH ES INCANDESCENT O FLUORESCENT&M.V. V/ FIXED 0.100 AMPS. OVER APPLIANCES BELL TFIANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT aI MOTORS H.P. VOLTAGE PHS NO. 1ER H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 500 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED S 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: 23943 Address: . 1054 STOCKS STREET Permit Type: UTILITIES ATLANTIC BEACH, FLORIDA 32233 I Township: Range: Book: Class of Work: NEW Proposed Use: UTILITY Lot(s): Block: Section: Square Feet: Subdivision: SECTION H - Est. Value: Parcel Number: ° OWNER INFORMATION Improv. Cost: - Date Issued: 4/24/2002 Name: A.T.&T. BROADBAND Total Fees: Address: 5934 RICHARD STREET Amount Paid: JACKSONVILLE, FLORIDA Date Paid: Phone: 904)374-8326 Work Desc: PROPOSED AERIAL CATV FACILITIES --r CONTRACTORS) APPLICATION FEES AT&T BROADBAND - I J tae 34. afy, 1�.Gwk� �7y t.ii �'x;Yz .�4,; �•- � 1+, +�r..,,r- a, * •z,�-'�'�.'t. y+r +� Cees-�-Vk"'�. '-. I ON NOTIC � �' b T T-��T. -- �— ,,� z. BUILDING MATERIA }f13$ IC SPACE, AND MUST BE CLEARED - E THE "FAILURE TO COI1hNST � - PROPERTY OWNER - �� 1=- SUBJECT TO REVOCATION ISSUED ACCORDING TO APP _ FOR VIOLATION OF APPLICABLE A BUILDING PT. A NT CBE C i CITY OF A7LANTIC BEACH CCNSTRUCTICN PERMIT Wn-HIN CITY RIGHTS OF WAY AND EASEIMENTS DATE �\ �\Q PERMIT NO. ISSUED BY THE CITY JOB ADDRESS ��cjyQ S�nC\ `�_S^ ��_\� VALUATION $ PERMITTEE PERMITTEE ADDRESS �'�L\ �C V�r1c(� S� . _ TELEPHONE NO. REQUESTING PERMISSION FROM THE CITY OF ATLANTIC BEACH TO CONSTRUCT LOCATIONS: (REFERENCE TO CROSS-STREET)S'-OC I . APPLICANT DECLARES THAT PRIOR TO FILING THIS APPLICATION HE HAS ASCERTAINED THE LOCATION OF ALL EXISTING UTILITIES, BOTH AERIAL AND UNDERGROUND AND THE ACCURATE LOCATIONS ARE SHOWN ON THE SKETCHES. A LETTER OF NOTIFICATION WAS MAILED TO THE FOLLOWING UTILITIES/MUNICIPAUTIES: JACKSONVILLE ELECTRIC AUTHORITY YES (— No ( ) DATE: BELL SOUTH TELEPHONE COMPANY YES (�' NO ( ) DATE: FERRELL GAS YES ( �3' No ( ) DATE: MEDIA ONE CABLE YES ( ) NO ( ) DATE: 2. WHENEVER NECESSARY FOR THE CONSTRUCTION, REPAIR, IMPROVEMENT, MAINTENANCE, SAFE AND EFFICIENT OPERATION, ALTERATION OR RELOCATION OF ALL, OR ANY PORTION OF SAID STREET OR EASEMENT AS DETERMINED BY THE DIRECTOR OF PUBLIC WORKS, ANY OR ALL OF SAID POLES, WIRES, PIPES, CABLES OR OTHER FACILITIES AND APPURTENANCES AUTHORIZED HEREUNDER. SHALL BE IMMEDIATELY REMOVED FROM SAID STREET OR EASEMENT OR RESET OR RELOCATED HEREON AS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS, AND AT THE EXPENSE OF THE PERMITTEE UNLESS REIMBURSEMENT IS AUTHORIZED. 3. ALL WORK SHALL MEET CITY OF ATLANTIC BEACH OR FLORIDA DEPARTMENT OF TRANSPIRATION STANDARDS AND BE PERFORMED UNDER THE SUPERVISION OF (CONTRACTOR'S PROJECT SUPERINTENDENT) LOCATED AT TELEPHONE NO. 4. ALL MATERIALS AND EQUIPMENT SHALL BE SUBJECT TO !NSPWI- '^ - DIRECTOR OF PUBLIC WORKS OR HIS DESIGNEE. li S. ALL CITY PROPERTY SHALL BE RESTORED l ;u R AS PRACTICAL, IN KEEPING WITH CITY SPECIFICATIONS AND THE MANNER SATs 6. A SKETCH OR PLANS COVERING DETAILS OF �� DE A PART OF THIS PERMIT, 7. THIS PERMITTEE SHALL COMMENCE ACTUAL t THIN�_DAYS FROM THE DAY OF SAID PERMIT APPROVAL AND SHALL. BE Ct IF THE BEGINNING DATE IS MORE THAN 6C DAYS FROM DATE OF PERMIT APPROVAL, THEN PERMITTEE MUST REVIEW THE PERMIT WITH THE DIRECTOR OF PUBLIC WORKS TO MAKE SURE NO CHANGES HAVE OCCURRED IN THE AREA THAT WOULD AFFECT THE PERMITTED CONSTRUCTION, 8. IT IS UNDERSTOOD AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN SET OUT ARE GRANTED ONLY TO THE EXTENT OF THE CITY'S RIGHT, TITLE AND INTEREST IN THE LAND TO BE ENTERED UPON AND USED BY THE HOLDER, AND THE HOLDER WILL, AT ALL TIMES, ASSUME ALL RISK OF AND INDEMNIFY, DEFEND, AND SAVE HARMLESS THE CITY OF ATLANTIC BEACH FROM AND AGAINST ANY AND ALL LUSS, DAMAGE, AND COST OF EXPENSES ARISING IN ANY MANNER OF THE EXERCISE OR ATTEMPTED EXERCISES BY THE HOLDER OF THE AFORESAID RIGHTS AND PRIVILEGES. 0 9. THE DIRECTOR OF PUBLIC WORKS SHALL BE NOTIFIED TWENTY-FOUR (24) HOURS PRIOR TO ST AND AGAIN IMMEDIATELY UPON COMP N. �\ SUBMITTED BY: G�(PLACE CORPORATE SEAL 1 Lr) X30 e Merm �OF SWORN TO AND SUBSCRIBED BEFORE ME THIS AY OF L 7 ' CC 87033 t.c y � 7d ice= E>cpirea Sep- 14;._2003 UBLIC n NOTARY PThru Atlantic Bonding Co.,Inc. VICINITY MAP N.T.S. % JOB SITE N N V) (~/l n 7) Z U N GO TYPICAL o "CROSSING" W 9TH s SCALE: NONE R PROPOSED RETRO / REBUILD AERIAL CAN FACILITIES EXIS.GROUND 3'M. 3 Tom. NOTES 3•M. 3 TYP. EXIS.POWER 3'M. J TYP. PRIMARY TRIPLEX Eras.Pom sEcoNDwY ALL PROPOSED CONSTRUCTION WILL BE PER D(ISTING AERIAL CAN CITY OF ATLANTIC BEACH SPECIFICATIONS PER NESC SAFETY CODES, TYPICAL - ALL PROPOSED CATV WILL BE WITHIN THE �I M°-SP""� q CITY OF ATLANTIC BEACH RIGHT—OF—WAY. HE)%1iS • •i'�o 'n�, TYPICAL ATTACHMENT ao m HEIGHTS(AT7HE PGEE) ALL PROPOSED CATV WILL BE .700' OR .840' DIAMETER, INSULATED COAXIAL CABLE OR 1.0' DIAMETER, INSULATED FIBER OPTIC CABLE, ED ROAD AND WILL BE LASHED TO .250' STEEL STRAND .S—STREET OR DRNEWAY) CABLE USING •125' STD, GALV, LASHING WIRE• ALL PROPOSED AERIAL CATV CROSSINGS (BOTH ROADWAYS AND DRIVEWAYS) WILL HAVE MINIMUM MID—SPAN HEIGHT OF 18'-0'. ALL OTHER PROPOSED AERIAL CATV WILL HAVE MINIMUM MID—SPAN HEIGHT OF 16'-6' AS PER NESC SPECIFICATIONS, TYPICAL N❑TIFICATI❑NS TO ALL UTILITIES INVOLVED "PARALLEL" WILL BE MADE PRI❑R TO CONSTRUCTION. SCALE: NONE IN RESPECT TO THE INFORMATION PROVIDED HEREIN, AT&T BROADBAND MAKES NO AGREEMENTS, WARRANTIES PROPOSED RETRO / REBUILD AERIAL OR REPRESENTATIONS, EXPRESS OR IMPLIED, EITHER CATV FACILITIES IN FACT OR BY OPERATION OF LAW. SPECIFICALLY, EXIS.GROUND AT&T BROADBAND MAKES NO AGREEMENTS, WARRANTIES 3•TYP. J'TMP• OR REPRESENTATIONS, EXPRESS OR IMPLIED, EITHER 3'M. 3 TMP EXIS. POWER IN FACT OR BY OPERATION OF LAW, THAT THE 3' 3 TYp PRIMARY TRIPLEX INFORMATION SET FORTH IN THIS DOCUMENT IS ACCURATE. EXIS. POWER SECONDARY AT&T BROADBAND SHALL NOT BE LIABLE TO THE CITY PROPOSED AERIAL CAN OR TO ANY THIRD PARTY FOR ANY INCIDENTAL, INDIRECT, SPECIAL, PUNITIVE OR CONSEQUENTIAL DAMAGES OF ANY KIND, INCLUDING BUT NOT LIMITED TO ANY LOSS OF USE, LOSS OF BUSINESS OR LOSS OF PROFIT. TYPICAL ATTACHMENT HEIGHTS(AT THE POLE) I JOB: J2730 NODE: BE038 � 'J2730 AERIAL' i r'T N SUSPECT: CITY: ATLANTIC BEACH PROPOSED AERIAL STATE: FLORIDA CATV FACILITIES ON w E STOCKS ST, SHEET NO.: I OF 1 i)f — WAY PERMIT MAP NO. N/A A5/02 FTG S SCALE =NONE NODE NO. BE038 (o07rd) STOCKS ST. CITY OF ATLANTIC BEACH PLAN VIEW M SCALE NONE U N C —--—- R/W VARIES IN THIS AREA V/L \` 050 # �, \ ,` 10$3 �� P "" POW I � — I I — PROJECT FINISH o �' PROPOSED AERIAL `n CATV FACILITIES I - --—� I msGRADE— ,--- -- o s., L — � x EMS. P* I > o N X - -- (OR cRa: � N 00 5' 10' 10 5' Lo o Ln I � I I-\ X� v I > o x U DEW POWER I `� O POLES 50' U)15' 10' 10' 15' PROJECT START 20' PROPOSED AERIAL CATV FACILITIES a TyPrAL uo-svAH HEIGHTS OUS.GRADE onww fto w UD ATLANI 6631 EXECUTIVE PARK CT. N. SUITE 104 MTJACKSONVILLE FL, 32216 RIGHT - ( CITY OF 44--0'7 y 7 4&4^& /a - • QQm cD a f Le �3 3 - y S 3S Office of Buil ing O cial y/ �3 /Z� REQUEST FO IN ECTIOC�� � 2� Date —� O Permit O Time A.M.14 Received PM �c - Job Add e s L ty Owner' -- Contractor BUILDING CONCRETEELECTRICA PW MECHANICAL' ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Aif-Gond_F�_____ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. \ - Wed. Thurs. Friday PM. 1 Inspection Made ` A.M. Inspector Fina Certificate of Occj�� upa Date Mar 05 02 01 : 46p RCM SURVEYING 904-389-6175 p. 1 MAP SHOWING BOUNDARY SURVEY OF LO f 4. BLOCK 186 SLC I ION "H" A ILAWIC HLAGH, AS KLCOI2M 0 IN PI A I 1100K 18, PAU .54, OF THE CURRENT PUBLIC, RCCORDS OF QUVAL. COUNTY, FLORIDA CERTIFIED T0- JUHN O'VALLLY WELL`; F ARUO HOME MOR WAU �IULUIY NATIONAL HILL WATSON & OSBORNE, P.A. . ,� STOCK STREET (50.0' RIGHT OF WAY) 50,00' (PLAT) S 00.16'30" E 1UUNU 1/T REEIARdQQ QQ • ftXlNU I/l" KUALA TULINU 1/L- REDArt STAMPED "LO 5468- 49.96 (MEASURED) SIAMPFO "Itl ts4Htl CAP (F.'•:TNh YT I) f ` N 00.71.72- W ••• I 4701.05 (MEASURFO) 1 �' •lI 470.00- (MAI) 1 m S Z � � I X ONE STORY "' iA sTUCCO & rRAMr (J" r c I POSTED p 1054 .� N < o fri 0 C o}il FINI.;H FLOOR O (-T1�A ELEVATION 12,5 111 0 fi.tJ (NOVO 1929) xr LOT 3 r LU I 5 .HbU3 .00K IR6 p 0 T v O EIIOCK 18(; ti.0 FNTRY w CI x. rn m j A is � v C y C v --y-- n n' .s7.7' n.,• LOI BLOCK 186 I �" 0.T •0.T ...__x— .1E y x __.. - x _.. x__ .X_....... /�,f S FOuNO I/2 aoN Pro[ u.7 • . wuNn 1/2' RrPw Y� NQ IULNTIIICATION N 00'06 53 W MO DCNTInC4&, Q 50.18' (MEASURED) 50.00' i' LAI) a LOT 4 BLOCK 187) Ily LEGLNU! --.... _..._ ...._ -- R - RADIUS —X = rLNCL I - LLNUIH � � - CONCRI 11 .. .. ..._ �...... ._ ... _.. NOTES! • A55UMfn N 90'00.00" I' R2 .WSIOW; ',. Il!'ARINC•� ARE BASED ON 1HI _____•__ E<EAkING UI AiONG II II' NORTHERLY 80UNUARY UNC OF SJBJEGT I'ANCti. CA"r UI:,cK;I•PUN 2 BY GNAPtlIC PLOTTING ONLY IHL CA1,111ONrO i.ANDS LIE WITHIN FL000 /ONI' x AS !;IIOWN ON THE NATIONAL FLODU INSURANCr MAP DATED APRIL 1;. 1999, COMMUNITY NUMEIEN 1700:5, PANrL UOUt p - 3 THIS SURVCY REFLECIS AL( I-ASFMENTS & RIGHTS Ur WAY Al, PrA RECORDED PLA1 k/OR TITLE COMMITMLNI r' SUPPI.ICD. UNLESS UTHLRWISr 1WATED, NO OTHER WLK VE.RfrICATION HAS BEEN PLRr01?MIrn nY THE UNOtk`;IGNI I>. 4, THIS SURVrY NOT VALID WITHOUI IHI' ORIGINAL SIGNATURE AND tM0055rO SEAL OF THE CLNIII'YN0 ',URVEYOR, JOR # 16R58 0ATr- OF �'IELL) SUK'VLY: C-.-01-02 DATE O� Irrl:;•: O.3 04-02, X.AI ;-- 20' CrRTIFICATE 2522 Oak !'.trt•.nt I HfRrOY C[R11rY IMAI !HIS !A?R4T,Y WAS MAD[ UNDLW MY RLSPON'IRIr CHARCr JnckmomoIIC. FIOtitlO 32204 AND MLCIS THI. MINIMUM VCHNICAL STANUAWUa AS SI I FORTH 0Y INE %OsIpA (Phone) 404•-361) 5989 UUANU OF PRO-Fr;,51OVAL SURVLYUW9 AND MAPPFR!r IN rP.APTER 51VIP•U, HONDA (Fo*) 904-3tl9-61/', AOMIWSrTRATIv[ 0 W DANT TO SFrhON 4'l UTA. LURIUA'.i;ATVTI CH.AHE.t S K. MC IN TO141 L,CENSEU I)LSINr57i 8702 Itr C1ST1'Rr:D 9JRVEY01t ANU MATT"R B 551112 ':TAT1: nt I LU•HIDA LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS BUILDING, PLANNINGAND ZONING INSPECTIONDEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CER TIFIC4TE OF OCCUPANCY WORKSHEET Date Requested: .6' &A Building Contractor: Q.() !� r Building Permit Number : o�a '� •. Address : �� Legal Description: 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 : //,(D / )- required as built BEFORE ISSUING CER77FICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire A//A Public Works �8 Z_ � � � - y Z Planning j B-u i i d i n g 11'' CITY OF 1Q,l�I c Be"A-QW-da Office of Building Official REQUEST FOR INSPECTION �J '� (� �c 2 Date /_ v! /S — U Permit No. Time A.M. Received PM, Job d ess Locality Owner's Name BUILDING CONCRETE ELECTRICA PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION �j (,_� A. Mon. Tues. We Thurs. Friday ✓ M. Inspection Made Inspector Final In ____ icate of.Occupancy 7E1:: FLOODPLAIN DEVELOPMENT INFORMATION Location:: l-07 SU-46 Type of Development: �� Flood Zone: k Required Lowest Floor Elevation: / / 0 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 �t--7`0' / Applicant's Signature`s Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department -� Building Department Represe tative 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: 1054 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: 23044 Date: 3/06/2002 C. DON C. FORO, 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: 1054 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: 23044 Date: 3/06/2002 DON C. FO D, 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 foll wing: Address: 1054 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: 23044 Date: 3/06/2002 DON C. FORO, 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: 1054 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: 23044 Date: 3/06/2002 DON C. FO D, C.B.O. Post in a conspicuous space AA CITY OF ri �G�tflC QeacJk- Office of Building Official REQUEST FOR INSPECTION Date �� Permit No. Time ado A.M. Received P.M. lC���l 5�ocks .Sf�Pe-E Job Address / Locality Nwner's eV I ti �nne�t l\ .___. Contractor c Ui/3 nQti! BUILDI CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab t\wo7i1 of k (�"`tNCt READY FOR INSPECTION Mon. Tues. Wed. urs. FridayM. A.M. Inspection Made s, 2 0I P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ d7yy­07V2 Date ` s CITY OF _ 7 4&4a4c /3e c.4-Yt Office of Building Official 2 REQUEST FOR INSPECTION I Date / O f Permit No. / Time �R , Received C V J Job Ad ress lily Owner's-_ Name Contractor BUILDING <E1 NCRETE ELECTRICAL MBING MECHANICAL Framing ing Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READNSPECTION Mon. Tues. Wed. Thurs. Friday CPM Inspection Made Z ti �' A.M.P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date /CITY OF 7K7 �4& /3eac.4-I Office of Building Official REQUEST FOR INSPECTION Date l Permit No. D Time M. Received ` Job Addr ss alit Owner's Name J Contractor UILDING } CONCRETE LECTRICAL PLUMBING MECHANICA raming ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. n Wed. Thurs. Friday P.M A.M. Inspection Made PM. Inspector Final Inspection Certificate of Occupancy C Date py CITY OF r-;N ` �G 4&wst c Beat-i-�Office of Building Offici REQUEST FOR INSP, ION , Date / J 2- Permit No. D Time A.M. Received D� � FIM. Job Ad ss _ ocality Own Co ctor me BUILDING CONCRETE LE ICAL MB ECHA ICAL" ❑ irmg u h u on . 8 Framing Footing Heating Re Roofing Slab 11 Temp Pole ElTopOut �/ g ❑ Final Fire Place Insulation ❑ Lintel Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. i, A.M. P.M. Inspection Made Final Inspection C Inspector Certificate of Occupancy ❑ Date CITY OF �_ Office of Building Offi ial REQUEST FOR INSPE TION Date JJJ .� Time No P r Received . .M Job Addr Owner' cal' , Name BUILDING Contractor CONCRETE ELECTRICAL Framing PLUMBING Re Roofing � Footing MECHANICAL Slab Rough Wiring Insulation G Lintel Temp Pole 0 Air Cond. & 0 Final Top Out El Sewer Heating READY F Fire Place Mon. OR INSPECTION Pre Fab CTues. C Friday L ��c V� Thurs. Inspection Made ` � Inspector P M mal Inspection ❑ Certificate of Occupancy Date 03/05/2002 14:08 9042466495 OMALLEY PAGE 02 Mar 03 2 4.rpp EICM SURVEYING 7. MAP:':.H0"NG B.O�JNOARY SURVEY 0r: ::•: LOT`4:!lLtlCK' IEB•SLCINW.-"flA ILAN M UEACM. A5 RLCUftOf,0 IN IM AI' !it%1jC,1H,' ACI .53, � OF ThE'Ctl1�T2ENT'P('lSLIC REGOR<j1J c)F QU4iOUNRE u CTY.'Flr7F21pA'' , r COt11RIEp Toe �D AMN`O'MALLEY " J(� GK I� .` WEiLS'FARW HOME M(*IGA(It .'i �R t0 r' 0IULLI I NA I)ON "ILIL! ,pl ' WATSON &(>S196RNE, P.A. I �•v.yw� STOCK STREET C :•.'J (;:Atlantic Beach fmv mp Or:VAP) s: i;` Ing and Zoning 50.00' (PCATj S 00767 E i' �*ai io' i 48:98 (Iwi II$LifiEC) rano I�r«LrAx f� 1V . 61Af/iU•Ix:•Nlf � 1 f P.q`i�Al�' •t J•. MAW MAI) .., 88 e' w,�•� 7r ONE °aT01iY. aSTUCCO'Ap rRAMr x cr cc taa: }'I• ..L.!' ', -�. /MIRY n '' A: X. tlLULN( 186 •j-; r 4• 'rQuND 1!17 i"V P/C. �0#• YY W rt71AA 1 ..- i �fRJfINIG8011 R 00%�47�7::#• MG�1G���• I''••, (`� (MEASUM 50.00' LA . . f LOT q BLOCK Iarl. ` � •� .._.. _._ "qui i. -� �. j �r)] • ,�11� I••r►RC SA9C?' "trr ,_./1:`.7U�M. ���,�:' r'n�oearatr r• .iN o1N: na• '. 'If{,V1SlUF(Y<.,'! - � . x: ;. Y AItV u+c a s+0r[cT i•AWarC Tr. ;� _'.'rit aP aaamF fire: rYle cA►rnwl[o.t alps'Gt wMiM rwoo IhN r A,m ox illc : , <..•I+!IT' O INTAJN MAP pATt6 AINIL I/ 17)111.'4f1UMNITY MVmkw'I900:'!�,�Al:[L 1!Po��,.j *.4"_ T L'MlY ►A5�7+CMTS tiipl7S OIC'WAY AS KR REW4 *)'.LAI i/dR-11$8 WwW.�ArT"j��• Q SNPORJ(p. .5TA7M V.O:OTbo 11 ILL'N FC(7GATx7N MAS Kee'14NrWWn 11Y,-f..{Mr.�Ifi.11 i _ - f.' a'Mlt•iwkKtt �; *: '�IDiou1'Nw . b{irA�iMt:APW.rurlorsrn,%CAl qr.rwf q ltIMT011 S rAAMVM . :M �r .0 AILDL. us-a�.-oz ,wt:. :ca;7�•,ur: a�;. -crz r' 17 p,' I r crOWICATE > I t x �:':'•�.;" 2��.�Oea rn.A.r ''I NrRclw EOn+r iw11 nrs HAn►.s+wS.Mat`uptx A�sruawlr rtNN11P �-- -:i s 1 1 -i10.ae 117W ALO IRLhJIM.lM1Ul1 R4.MMCRL:hAyM111a-A7•Ore t iAhttll MCt�i-A-i41RM• N& 51m .RiWlle.qt 11�r17JewK�4unvLtoldl Alp fiS ;7 k 011',• } r„10lI•�A1,11 'AOY+ATRAMC AMQ tb sl7Y/ 02I..1' YC Niel :.. ,.. 't:d702'.� � .i�; .,.. ..�..:; •.•' NriR E�•b1117 /1''M -•:.. . .,,. ..... .`.�._: IlrusiYllro SU1LKYoa1 ANu SIN.... . . stews • i. i:.. f''!.. 1 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: 1054 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: 23044 j Date: 3/05/2 ,� .� ^✓^y "^Aye^-l'."*.y 'Sr" 4 +w.wv �"-„say D, C.B.O. Post in a conspicuou ZiEg Fgg� N ; sv A tc�i f structure was in This Certificate issued" u` f compliance with the v2b e f aun ip t3 raw "a + �' �'' .fi�r. n c: ��� r '� _ �'Y.:, g.,,yy�•��F rte- �*.. ti t 3'c, �ier'�r7 is �:+�.my �',Yr"'y a �' .�'�'n x- ` , .' fin-ti� e •C' 'we,,�' K'" -"' ".�' ' .LS MA -� 01' �-"}s��r-.,,�:r �����c +°e��-zi3 v,c�'. -a•,-+^mak X�""�"y,.i3`'i 1•�-K�`'.zo- �'-_'�'e.._ � .w3' ��i��;� �' Address: 10 � � ENUE ATLAN- �� � 2277 �r Construction Type: W LE - ~ -- Use Classification: SING _ Permit Number: 23044 _ Date: 3/05/2002 DON C. FORD, C.B.O. 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'rya :r y•' - .tY, '�.:`'.' �'/ "�"•, 1:,1�'`�!!.�Cti7►�.. ?M!{�.ifR':�;r'�.: :.•r,., •i..>� ..t=. x- •+r A• 1' ,r yyyy +•1. r ... << •.....•...[..J.-:�:-:�•':#.' i.V ",,w.,., �"i vr.l•' .,;r •4 _.•,'�' ,I�!rt:� � . .:ft•>.y.,\ }/....L!„...: •'1':+IJ, .F,JY•'•, :!�y.tr�l:1,';ri�f: �ti4 ,'�y �'�?:{"i 1�'•4tr:i':i.l.�i'\.I•:':r^'» ul .� .'J.. ,,.,.. .. ...r.•5w:r i'.�.:'`: .. . 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: 23044 Address: 1054 STOCKS STREET Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):4 Block: 186 Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: - 97,942.00 OWNER INFORMATION Date Issued: 11/20/2001 Name: BENNETT, KEVIN W. Total Fees: 3,525.09 Address: 4429 JIGGERMAST AVENUE Amount Paid: 3,525.09 JACKSONVILLE, FL 32277 Date Paid: 11/20/2001 _ Phone: (904)744-0747 _ -_Work Desc: CONSTRUCT NEW H 1Q2- SCHG 1934 1 CONTRACTOR - - PLICATION FEES(S) -- _—- KEVIN W. BENNETT R . 693.00 V' °fEEClP� F 370.00 "- `E,R bAP, CT 1,250.00 1 � WATER ��A � � 85.00 =RADON GA 7.05 ' A170CAE3� : 0.37 fiPET IMWROVE. 325.00 :. �- ROSS CONNECTION:- 35.00 C H IMPACT FEE }: 750.00 £O -ST.SURCHARGE 8.70 SCHARGE/ATL.BCH W 0.97 FOOTING FRAMING �' A � ,� �.A i. 1 INSULATIONMP k t , NOTICE t�ISPECTI _ TED AT LEXS URS PRI 2 TO INSPECTION BUILDING MATERIAL U".BB1SH OM THI V1dURK,MUST�fQT BEat CED IN R BLIC SPACE, AND MUST BE CLEARED U Q_NA. , ttA 13Y EITHERZO_ TRACTOR OR R "FAILURE TO COMPLYIITH'fi RIEI LIIlk ►N RESLT IN THE PROPERTY_ OWNER PAYG 4iiE. OR P S' ``y ISSUED ACCORDING TO APPR OVED H IT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR VI I _ D rator: CHERYLE ' AT IC BEACH B ILDING DEPT. Diete: 11/27J91 81 Receipt: ABl�b6s Total Payment -______ f •� PROPERTY DESCRIPTION RECEIVED Lot tt �, , Block #/%, Section #// NOV 8 2001 Subdivision: Street Name DESQhe%'ARaC'1 or Address: and rang (If in a FLOOD HAZARD Flood Zone: area complete page 3) _ Brief Description A �) �7U � Class f Work: (New/ / L Remodel/Addition: ZONING INFORMATION Type of Cons truction:L-L '� �2 ZoningProposed Distrct : -1 Use: Estimated Value $ Exceptions or Variances Materials: Acco Awbraalo Granted: Solid or Filled Ground: Roof: -SR Method of Heating: fui OWNER INFORMATION Property Owner: (/�. �� Phone: (Cq —7Y-Y"02 Mailing Address _/ �-- Zip: 32Z'7'7 CONTRACTOR INFORMATION l�po GL). 13r 77 Contra Phone: �� 7VY--67 q7 100r,,eZ:CL Mailing Address: a7l - �ih'c Zip' STATE LICENSE NO: �� � a 3G O Date:e - t 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 I$ W *,OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT .AND .;oANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. i5er 1Ai9 2;ire - DATE `!! S �o: • h• e� DATE j ngnature 5-A ac S 911 I AND SUBSCRIBED BEFORE ME BY E J I' Lj µ)-9--if- THIS DAY OF NOTARY PUBLIC CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address l0sq SToCc,,' S Date 1(-,0 -OJ p Heated Sauare Footage �Y @ $ 53 per sq ft = $ 7O S2- Garage/Shed SZ @ $ 3 per sq ft = $ Carport/Porch �@ $ 1 -- per sq ft = $ 3 Deck G @ $ per sq ft = $ Patio l L/ @ $ per sq ft = $ f6 y TOTAL VALUATION : $ �2 - 6o $ � �oo Total Valuation 1st $ L./ C-/? q $ Remaining Value $ 66per thousand o portion thereof TOTAL BUILDING FEE $ Y S"Z + 1/2 Filing Fee $ a 2- (- Fireplaces Fireplaces @ $15 . 00 $ AT BUILDING PERMIT FEE $ L 3 WATER IMPACT FEE $ 3 SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ 32- S-- SEWER 2SSEWER TAP $ -0 - (1yfq RADON (HRS) . 0050 $ TaT 7773 SECTION H PAVING ( -5'p ) $ -�l 3`0 HYDRAULIC SHARES $ CROSS CONNECTION $ 1 (l`13`O SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ 3 2 ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; Swimmingpool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : 03/04/2002 16:34 9042466495 OdALLEY PAGE 02 03"041,02 SON 15 be FAX 904 273 6360 IIAT50 Ubbux0r ---- — --_T,-- --•--.— 80i- 118-6175 p.l Map Qi 02 O t30M ALM SURVEYING MAP SHOWINC BOUNDARY SURVEY OF 101 . [)LOCK 1 6 TS EC CL R1t1 NT PUBLIC RECORDS OF WVAJ COUNTY,`FLONM7A IS, PAVt .4d. � CEI�TFY[D r} JOHN O'MN)rY WL0i PANCO NOME AdORTUAGr FIOEUIY NAIIUNAI rTLL WAT", ASOUkNf, ►n „ STOCK , STREET (',ro u•wt7,r 9�+orf 50 00' (PLAI) S 0016''J�N B rn.+.ir CMN rawr rtalt Te.Ae,Rr m1.P 49.06' (MEASU RM) -woo\0"wor trrvne .• tw APN r10 Af'MAhPKD1. $IUf.CO 7V FRMtE N 4 i IrryyA' `01 3 , • III..Rt� 1dh .00K 186 8 c6vmx c 0 � l AT A nIOCK teR aa' _nor R ..—R _..x --•y— >< . . rPA.,M•YON PMCYtN'ier ra w arWK-W y ur N OOb6'.M ~ 1M I 50,1 S' (MEASURED) 50 tw' (Pk AT) x,91 4 rtor•K I B5 .�., C�NO: R » maps ` N KNu. L Ia Lem 41 Novi• I,h,V1�JONS ASSWIQ tl• N!07{/Od'C 4 QNG TW. 1 R[ARN11 an TWE bAn N:x:InrnLw owl +/ 0.Lr[W aliu'�Fi�MceE. y tS r” THE J.Uv L114►NA:I OTTINC ONLY nit C40"A IA 6 lK whop T1000 Apr . NA n47Mt fl M:IINANCC1.AlI oATCO DPW II.1!IM COEIIIWRTr NWRd 3, 1MR-`MIR.'rGt!t Kl CASEMINIS t RKMIN nr N.r All i-101 IMCMOCV MAI*/Aft 11.11 Py1.NM NI if 4AYLicC-Y CSn AIKRwM 51AYM NO l�IN11.NTLE VERRICA14h NAS*IN P(Aroftle AY TK wNNSIGKO ;S1M�'t (vMlll rRT11Oyi tlrr.M,GMAL^,IONArtrtK ANO 1 MRrr,:LO xAI i Gr M G N t1rvlNp SuFM+1x 4 TM'S11 JO 1 �tl UAfCrw k 5.11RvCY: UJ-01 02 DATC Oh M% c OYQI OY 5CA k: 1 7U CrRT1F1CArc ZSII PM SIrMt i iIKR•4.rNT m�•N,tY/NNr r.t vAW AMr1 w Ky.`at+U'r n•MKA �.[.1.nNS../WIO J)761 MO.u�]m YMAY NOwC..L1AnuANA '�rt:wM'gAm� �.r''l1.. (IMOA.) MM�A4-3W tam fAMIRI tfwA10.(7AatM �.'4rINY rr I 00. (Pow) ACM CMAWS c NC.1virt Rrtr lvlCo 7OAW r*ANN NAoertL S'4Aly STAT'0'r.W,aA wctsvjp Mt4N+Ey c own LAND SURVEYS O CONSTRUC116N SURVEYS O Su IMSIONS Harris, Patricia From: Deming, James Sent: Thursday, February 28, 2002 1:51 PM To: Harris, Patricia Subject: c.o. for 1054 stock street pat, c.o. for this address will not be done until ditchline is cleared and driveway pipes on other lots are set, per phil nodine, this was conveyed to mr. bennett at least a month ago. i //CITY OF �U�^6833 Office of Building Official r REQUEST FOR INSPECTIO31) Date � �/ Permit No. Time A.M. Received P.M. Locality Job Address Owner's �1-1 Name 6A 1� Contractor BUILDING CONCRETE ELECTRICAL MBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Roug [ Air Cond. & ❑ ❑ Temp Pole ❑ Top Out ❑ Heating Re Roofing ❑ Slab ❑ Final El Sewer ❑ Fire Place ❑ Insulation 1:1 Lintel Pre Fab READY FOR INSPECTION �J��� A.M. Mon. Tues. �'1 p" Thurs. Friday P.M. A.M. E Inspection Made PM. Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date CITY OF riuGifizLC Qg- Office of Building O tcial REQUEST FOR I PECTION Date O ! Permit No. :;�z Time � Received ss `cality Owner s NameContractor c.l� BUILDING CONCRETE ELECTRICALLUMBI MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rou h ❑ Air Cond. & El Re Roofing ❑ Slab ❑ Temp Pole El u ElHeating Insulation El Lintel El Final ❑ ewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Q j Wed. Thurs. Friday D�V� Inspection Made P.M.��, Final Inspection El Inspector / Certificate of Occupancy Elf ,� { 0 0}33 Date �A/11''� /CITY OF ri&4il�C /3� 116 Office of Building Official REQUEST FOR INSPECTION I / Date _ 'v Permit No. ` Time A.M. Received PM. 10_5 Job dress Locality Owner' � L Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. t Wed. Thurs. Friday P.M. Inspection Made ��1'`\��"\ PM. Inspector j�X Final Inspection ❑ V 1� Certificate of Occupancy ❑ Date w CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT PIIRJAIT INFORMATION _ _ LOCATION INFORMATION_------._._---- Permit Number: 23112 Address: 1054 STOCKS STREET Permit Type: PLUMBING I ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lots):4 Block: 186 Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: IWNERittt"fiN' Date Issued: 12/04/2001 Name: BENNETT, KEVIN W. Total Fees: 60.50 Address: 4429 JIGGERMAST AVENUE Amount Paid: 60.50 JACKSONVILLE, FL 32277 Date Paid: 12/04/2001 Phone: (904)744-0747 _ Work Desc: INSTALL PLUMBING IN CONTRACTO S FEES J.D. VAUGHN & SONS PLUMBIN f :. 60.50 rn � X UNDER SLAB � FINAL ala iYb S :�. +-...AaW NOTICE - IN ® SPECTION BUILDING MATERIALvP ED IN PUBLIC RI FRK MU SPACE, AND MUST BE _E MTBR OR OWNER_ "FAILURE TO COMPLY WI '`3SULT IN THE PROPERTY OWNER PAYING S" ISSUED ACCORDING TO APPROVED PLANS IS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPT. Date: 12/04/91 91 Receipt: II169 2'. 1 94 CHECKS CITY OF ATLANTIC BEACH APPLICATION FOR PLU14BING PERMIT JOB LOCATION: /®SV Ish cks s -ee- OWNER OF PROPERTY: X"In 4m//Z& TELEPHONE NO. PLUMBING CONTRACTOR � p`iJn gt tS )6 &ln3/A. _ CONTRACTOR' S ADDRESS : p?�p�oSFly1/ STATE LICENSE NUMBER: OfM3 3 89© TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED I SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS / DISHWASHERS URINALS / DISPOSALS CLOSETS / WASHING MACHINE FLOOR DRAINS / SHOWER PANS / SEWER WATER REPIPEOTHER TOTAL FIXTURES : /3 x $3 . 50 + $15 . 00 &61IS6 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 MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23226 Address: 1054 STOCKS STREET Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):4 Block: 186 Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number. _ Improv. Cost: OWNER INFORMATION Date Issued: 12/28/2001 Name: BENNETT, KEVIN W. Total Fees: 47.00 Address: 4429 JIGGERMAST AVENUE Amount Paid: 47.00 JACKSONVILLE, FL 32277 Date Paid: 1/03/2002 �, . - ' M744-0747 Work Desc: INSTALL HVAC CONTRACTOR S -'= ATION FEES xW AIR FLOW DESIGNS, INC. H � 47.00 t✓ !may- ` `� -�--'�e�' NZ ROUGH MECH A ` *, - , NOTICE IST2`4 ECTION BUILDING MATERIAL, YIS F 0k)N rpUST NO UBLIC SPACE, AND MUST BE CLEARED UP A FTlR - "FAILURE TO COMPLT IN THE PROPERTY OWNER PAYING ISSUED ACCORDING TO APPROVED PLAN' ' ,I' S PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW V t ATLANTIC BEACH BUILDING DEPT. BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT -CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. JD 5 LOCATION Street Address: S —OF Intersecting Streets: Between___----------,/ ] And-- BUILDING ��—� l D� � �� 1' �1�' C Sub-division II. IDENTIFICATION -- To be completed by all applicants In consideration of permit given for doing the work as described in Ike abr_,e statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance wit's, the City of Jacksons.illo ordinances and standards of good practice listed therein. ^^ Name of Mechanics] !• l Conlrectors [ •O ��) Contractor (Print) �DPIJI_J Master �J` / Name of f VJ t,.� ri Pro party owner ! l� k Signature of Owner i Signature of or Authorized Agent Architect or Engineer III. GENERAL INFORMATION A- Typo of heeling fuel: B IS OTHER CONSTRUCTION BEING DONE ON tNCtric THIS BUILDING OR SITE ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil J PERMIT ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of component's on back of this form) esidential or ❑ Commercial eat ❑ Space ❑ Recessed Centre) O Flow ew Building �, �r C � entrel (� Existing Building �/^' onditioning: ❑ Room �[7��- ❑ Replacement of existing system �ct System: Met"' Thicknesx ' �p� �ew installation(No system previously Installed) Maximum capacity c.f.m, l ] Extension or add-on to existing system ❑ Refrigeration Li Other — Specify ----- ❑ Cooling tower: Capacity, g•p•m• ❑ Fire sprinklers: Number of heeds ❑ Elevator ❑ Menlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) (Reeeiwd) ❑ Tanks.--(number) Remarks ❑ LPG containeiti (number) ❑ Unfired pressure veuel Permit Approved by Des` ❑ toilers ❑ Other — Specify Permit fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Ca achy Apprwtta� -, Number Un1t� Description Model Number Manufacturer (Toru) =car HEATING FURNACES, BOILERS, FIREPLACES Capacity Approvlos Number Units Description Mu4e1 Number Manufacturer (BTLi) AVMLy TANKS Flow Many Nominal Capacity Type LaQu1d Name of Serial AP roving and Dlmenalms Contained Manufacturer No. �k8ency MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23225 Address: 1054 STOCKS STREET Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):4 Block: 186 Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 12/28/2001 Name: BENNETT, KEVIN W. Total Fees: 25.00 Address: 4429 JIGGERMAST AVENUE Amount Paid: 25.00 _ JACKSONVILLE, FL 32277 Date Paid: 1/03/2002 744-0747 Work Desc: FIREPLACE - , CONTRACTOR .WA ' ATION FEES AIR FLOW DESIGNS, INC. 25.00 ROUGH MECH c:, ro NOTICE 1 - :�4,1y PECTION R ' BUILDING MATERIAL, U5T NO �`! PUBLIC SPACE,AND MUST BE GEARED UP A " _ T "FAILURE TO COMPLY _ = SULT IN THE PROPERTY OWNER PAYING - Sol ISSUED ACCORDING TO APPROVED PLANS IS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPT. / BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT --CAu•iNNUMBER— IMPORTANT ()Sq Applicant to complete all items in sections I, II, III, and IV. I. ()S . LOCATION Street Address: �__ — _ !/Il OF Intersecting Streets: _ Between _ And BUILDING Subdivisionfi✓ 4 6) 1 r &-yhC p9ea/1--) II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the abe,e statement we hereby agree to perform said work in accordance with the attaclLed plans and specifications which are a part hereof and in accordance w ti, the City of Jacksonville ordinances and standards of good practice listed therein. Nem* of Mechanical //'x, ._ l� contractors ��/7o' c: 774 Contractor I Print) ()! �- 4 v"� Master ` �j` Nam* of Property Owner Signatvre of Owner Signature of or Authorized Agent Architect or Engineer III• GENERAL INFORMATION A. Type of heating fuel: B. IS OTHER CONSTRUCTION BEI G DON ON ❑ Electric THIS BUILDING OR SITE? ❑ Gas—❑ LP ❑ Natural ❑ Central Utility 3 IF YES, GIVE NUM `FCCO TRUCTIOH ❑ Oil PERMIT ��!! ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) —.L- Residential or ❑ Commercial ❑ Heal ❑ Space ❑ Recessed ❑ Central ❑ Flow U�-I eew Building ❑ Air Conditioning: ❑ Room ❑ Central ❑ Existing Building ❑ Duct System: Material nickneu ❑ Replacement of existing system Maximum capacity c.f.m. New installation(No system previously Installed) ❑ Refrigeration ❑ Extension or add-on to existing system U Other — Specify ❑ Cooling tower: Capacity g.p.m. ❑ Fire sprinklers: Number of heads ❑ Elevator ❑ Menlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY WATER IMPACT FEE WORK SHEET ADDRESS: TO C C-'- J T s DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 G Automatic clothes washers, residential 2 2— Bathroom Bathroom group consisting of water closet, lavatory, bidet, and bathtub or shower 6 2 2— Bathtub Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 LD Dishwashing machine, domestic 2 Z- Drinking fountain r C x ., c_ T— 1/2 Floor drains 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 2– Laundry tray (1 or 2 compartments) 2 ' Lavatory 1 Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS MULTIPLIED x 20 TOTAL$ 3 7-O PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: r O 6C� S r0 C. cz--S S �� OWNER: a F e i "F 17— i. 7- 1. Determine Occupancy Classification of the structure. Select occupancy classification 2- 3 which most accurately fits the use of the Building. (Chapter 133) [vj 2. Determine actual physical properties of building. [�] a. Determine building area each floor. (Area definition Chapter 132) [✓] b. Determine grade elevation for building. (Grade definition Chapter 62) [�] C. Determine building height in feet above grade. (Height definition Chapter 132) [✓f d. Determine building height in stories. (Story definition Chapter 132) [✓] e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 62) [� f. Determine percent of exterior openings per floor. [� 3. Determine minimum Type of Construction necessary to accommodate proposed structure. — ' (Chapter 136) [�] a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [ b. Check allowable height and area increases permitted. (Chapter B5) [�}� 4. Check detailed Occupancy requirements. (Chapter 64) [✓j 5. Check detailed Construction requirements [✓J a. Fire Protection of Structural Members (Chapter B6 &Table B600) [✓) b. Fire Protection Requirements (Chapter B7 and Table B700) [✓] C. Means of Egress Requirements (Chapter B10) [ d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [ �}- 6. Review design as related to standards. (Chapters B16 - B26) 7. Check other requirements as necessary. [ ] a. Construction projecting into public property (chapter B32) [ ] b. Elevators and conveying systems (Chapter B30) [ ] C. Sprinklers, standpipes and alarm systems (Chapter 139) [�] d. Use of combustible materials on the interior(Chapter 138) e. Roofs and roof structures (Chapter B15) [� f. Light, ventilation and sanitation (Chapter B12) [ ] g. Other / 2- 0 - 6( CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: "Q— ) C, C ' Don C. Ford, Building Official don/sb.1 Book 10141 Fuge 1874 PiiONEii-IJvl 1 FLA.1977 LAWS FS 713.13 RAMCO FORM 409 Notice Of C0111meUCCITteytt (Prepare in Duplicate) To whom It mny 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 COMA4ENCEMENT. Description of oroQerty•.•... 7'.......V,.. "/., ... ................................................ �+. . .....5?...... 4 J1' C...... �N.;....� ................................................... . ..............................•.................................................................................... General description of improvements ./..1,l7 ................. .. .................................................................................... -j....... :. .. z..:(�............................................................................ ..............•..................................................................................................... ..............�........... /' 1 . ..:............................................................................................ Owner. i;6— .. ��.. .. .. ............... ...... .................................................. Address ... . ... ��{y, � .1'• C.P` ..,....�ur Owner's interest in site'of the improvement.... 1 !G................................................................................... Fee Simple Title holder(if other than owner) Name................................................................... ....................................................................................................... Address ....: .;.......... , 1 Contractor rr ,. �c�;tVl�` {'..Q: k �, Address...�. %/.... ?N��`1.. ?�f.�l At �,• �.......!1`►r.. .. �' ............ Surety(if any) ..........................................•............................:................................................. .................................... Address ................................................................................................................ Amount of bond S ....................... 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 I' "--' .................................... Bog:21L0001 27067 Owner Page: 1874 Filed 6 Recorded Sworn to and subscribed before me this 1.. day of 09/10/2001 04:01:53 PM ��►►►►ul nr��y JIM FULLER � ................... i9 ..c .qo/ \\\"\\\\ �oR SS ,N* CLERK CIRCUIT COURT �� ,..• ••.yF!Ai,, DUVAL COUNT QQ ...................o. -............. ori Iss�o•. �':_ TRWT RECORDING f Notary Public 'o• o p2 w 9 y d7J0 311 Va G 44Pdthm : x� TE ►COQ\`\ r FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1488 Builder: QUALITY REMODELINAN Address: &o7-_q_,, Permitting Office: City, State: 9 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(112) 1484 ft2 c. N/A _ 7. Glass area&type _ a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 157.0 112 _ a. Electric Heat Pump Cap:29.0 Otu/hr _ c. Tint/other SGSHGC-single pane 0.0 ft2 _ HSPF:7.20 _ d. Tint/other SC/Sl IGC-double pane 0.0112 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. NiA 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1023.0 R2 _ EF:0.86 b. Frame,Wood,Adjacent R=11.0,358.0 112 _ b.N/A _ c. i,,TYA 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, 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, I L. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Une. AH:Garage Sup.R=6.0, 1.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-11-Multizone heating) Glass/Floor Area: 0.11 Total as-built points: 22569.00 PASS Total base points: 23804.00 I hereby certify that the plans and specifications covered Review of the plans and .111Esr by this calculation are in compliance wil"he Florida specifications covered by this °� _9 T8o Energy Code. calculation indicates compliance with the Florida Energy Code. "" PREPARED BY: .-t/0 A. � - i Before construction is completed DATE: this building will be inspected for a I hereby certify that this buildifig, designed, is in compliance with Section 553.908 fie °A compliance with the Florida E ergy Code. Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: - DATE: I�O ) DATE: EnergyGauge®(Version: FLRCNA-200) ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.6 The higher the score,the more efficient the home. KEVIN BENNETT. , , , 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 Door area(fF) 1484 W- c. N/A - 7. Glass area&type _ - a. Clear-single pane 0.0 lie _ 13. Heating systems b.Clear-double pane 157.0 112 - a. Electric Heat Pump Cap:29.0 kBtu/hr - c. Tint/other SC/SHGC-single pane 0.0 112 _ HSPF:7.20 - d.Tint/other SC/SI IGC-double pane 0.011' 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 ft' _ EF:0.86 - b. Frame,Wood,Adjacent R=11.0,358.0 ft' - 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, 1505.0 112 _ 15. HVAC credits - b.Under Attic R=19.0, 122.0 ft' - (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11., Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. All:Garage Sup.R=6.0, 1.0 ft - RB-Attic radiant barrier, b.N/A M1.-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) o�T S7.44 in this home before final inspection. Otherwise,a new EPL Display Card will be completed ,__ *0 based on installed Code compliant features. q l � ,,,,, Builder Signature: Date: * 4 Address of New Home: /1-OT City/FL Zip:-_1J4K , FL. 37277 f�cop V4M *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE Energ&0 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 seethe Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efciencv Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(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 4.0 6.0 40.86 0.88 216.6 Double,Clear SE 1.0 7.0 15.0 40.86 0.98 601.2 Double,Clear NW 1.0 3.0 5.0 25.46 0.87 111.3 Double,Clear NW 1.0 6.0 20.0 25.46 0.97 496.1 Double,Clear NW 6.0 7.0 36.0 25.46 0.66 608.5 As-Built Total: 157.0 4630.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 358.0 0.7 250.6 Frame,Wood,Exterior 11.0 1023.0 1.70 1739.1 Exterior 1023.0 1.70 1739.1 Frame,Wood,Adjacent 11.0 358.0 0.70 250.6 Base Total: 1381.0 1989.7 As-Built Total: 1381.0 1989.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 165.2 As-Built Total: 38.0 125.2 CEILING TYPES Area X BSPM = Points .Type R-Value Area X SPM = Points Under Attic 1483.0 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: 1438.0 892.8 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 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 600A-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 19739.9 Summer As-Built Points: 14817.5 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 14817.5 1.000 1.047 0.341 1.000 5294.9 19739.9 0.3573 7053.1 14817.5 1.00 1.047 0.341 1.000 5294.9 EnergyGaugeTM'DCA Form 60OA-97 EnergyGaugeG/RaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang 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 3785.1 Frame,Wood,Adjacent 11.0 358.0 3.60 1288.8 Base Total: 1381.0 5073.9 As-Built Total: 1381.0 5073.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Wood 18.0 11.50 207.0 Base Total: 38.0 453.0 As-Built Total: 38.0 375.0 CEILING TYPESArea X BWPM = Points .Type R-Value Area X WPM = Points Under Attic 1488.0 1.20 1785.6 Under Attic 30.0 1505.0 1.20 1806.0 Under Attic 19.0 122.0 2.00 244.0 Base Total: 1488.0 1785.6 As-Built Total: 1627.0 2050.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 197.0(p) 8.9 1753.3 Slab-On-Grade Edge Insulation 0.0 197.0(p) 18.80 3703.6 Raised 0.0 0.00 0.0 Base Total: 1753.3 As-Built Total: 3703.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1484.0 -0.59 -875.6 1484.0 -0.59 -875.6 EnergyGauge(D DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT Winter Base Points: 10798.6 Winter As-Built Points: 11975.1 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 11975.1 1.000 1.064 0.474 1.000 6034.5 10798.6 0.5340 5766.5 11975.1 1.00 1.064 0.474 1.000 6034.5 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 50.0 0.86 4 1.00 2809.86 1.00 11239.4 As-Built Total: 11239.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7053.1 5766.5 10984.0 23803.5 5294.9 6034.5 11239.4 22568.9 PASS O SHEYSTg AV l�0 116 agrr- 0 •l�CGb WE'1'���5 EnergyGaugeTM DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details 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 11Z'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 cavies 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 _ SECTI.O_N_ 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 tra r wired. 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 efficiencyof f 78%, Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSI G. 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 60_7.1 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. EnergyGauge7A1 DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 RIGfIT-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 262 109 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make CARRIER Make CARRIER Model FA4ANF030 Model 38YCCO30 Type HEAT PUMP Type SPLIT DESIGNS Efficiency/HSPF 7.20 COP/EER/SEER 10.00 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 CFN Btuh Space Thermostat Load Sens Heat Ratio 82 MANUAL J:7th Ed. RIGHT-J:V 1 3.0.11 S/N 11786 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A,B, C, D Job#: Filename: Base.bld 12/1/00 Zone: Entire House Procedure A-Winter Infiltration HIM Calculation* 1. Winter Infiltration CFM 1.2 AC/I-IR x 13059 Cu.Ft. x 0.0167= 262 CFM 2. Winter Infiltration Btuh 1.1 x 262 CFM x 40 Winter TD = 11515 Btuh 3. Winter Infiltration IITNI 11515 Bhih / 177 Total Window = 65.1 I ITM and Door Area Procedure B-Sumner Infiltration I TTM Calculation* 1. Summer Infiltration CFM 0.5 AC/HR x 13059 Cu.Ft. x 0.0167= 109 CFM 2. Summer Infiltration Btuh 1.1 x 109 CFM x 19 Summer TD = 2279 Btuh 3. Summer Infiltration HIM 2279 Btuh / 177 Total Window = 12.9 HTM and Door Area Procedure C-Latent Infiltration Gain 0.68 x 37 gr.diff. x 109 CFM = 2744 Btuh Procedure D-Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 109 Vent.CIM x 19 Summer TD = 2278 Btuh Sensible Load for Structure(Line 19) + 17667 Btuh Sum of Ventilation and Structure Loads = 19946 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM + 4 6 Btuh _ 199 B Equipment Sizing Load Sensible 2. Latent Sizing Load Latent Ventilation Load 0.68 x 109 Vent.CFM x 37 gr.diff. = 2742 Btuh Internal Loads = 230 x 6 No.People + 1265 Btuh Infiltration Load From Procedure C + 2744 Btuh Equipment Sizing Load-Latent = 6751 Btuh *Construction Quality is: a No.of Fireplaces is: 1 MANUAL J:7th Ed. RIGHT-J:V 3.0.11 S/N 11786 Printout certified by ACCA to meet all requirements of Manual Form J Base Job# Zone: Entire House 12/1/00 MANUAL J:7th Ed. RIGHT-J: 3.0.11- S/N 11786 I Name of Room Entire House MBR MBTH WIC 2 Running Ft.Exposed Wall 178.0 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 FL 4 Ceiings,Ft Condit.Option 8.8 heat/cool d 10.0 heat/cool. 6.0 heat/cool 8.0 heat/cool TYPF.OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. lltg Clg Length Htg Clg Length Iltg Clg Length Htg Clg Length fltg Clg 5 Gross a 12C 3.6 2.0 1280 rrrr «wwr 260 ««rr «raa 69 a««r swan 90 rra■ as Exposed b 14B 5.8 2. 0 wrww rwrw 0 rrrr «rww 0 awrr rrww 0 rwwr rrrr Walls and c 12H 2.4 1.4 0 •**• r«rs 0 rrwr rrra 0 rrrr r«a 0 arr rrrr Partitions d 13C 1.4 1.3 350 **'• •"• 170 •**• "*• 0 •••• •'rs 0 rrrr ass e 13H 1.1 0.8 0 *sa rrrr 0 rrrr sas 0 rsrr rrrr 0 srr• rra f 0.0 0.0 0 +r►rt ssrr 0 rsrtr raa 0 rrrr sasr 0 s►►r ass 6 Windows and a lI 38.2 •* 121 4627 •••• 20 765 •"• 6 229 •••• 0 0 '••• Glass Doors b 8F 38.2 ** 36 1377 •"* 0 0 '•** 0 0 •"' 0 0 •••• Heating C 9H 22.0 •* 0 0 **"• 0 0 rrrr 0 0 '*`* 0 0 •*'* d 7L 26.0 ** 0 0 ***• 0 0 "**` 00 •**• 0 0 f 0.0 ** 0 0 **** 0 0 **'• 0 0 •*" 0 0 `••• 7 Windows and North 16.0 5 •*•' 80 0 '**' 0 0 •••• 0 0 •••• 0 Glass Doors NE/NW 33.0 41 *•" 1353 20 •*•' 660 6 ••" 198 0 *"' 0 Cooling E/W 46.0 5 rrrr 230 0 rrrr 0 0 rrsr 0 0 «rrr 0 SE/SW 40.0 106 rrrr 4240 0 **•• 0 0 ••** 0 0 •`•' 0 South 0.0 0 ••*• 0 0 ***• 0 0 rrrr 0 0 ••" 0 Hort 0.0 0 ***• 0 0 ***` 0 0 •*** 0 0 •••• 0 8 Other doors a 11 E 7.6 4.:i 20 152 86 0 0 0 0 0 0 0 0 0 b l0A 22.9 12.% 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 1.3 350 473 991 170 230 214 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 Ceilingsa 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 47 500 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 I1 Floorsa 22A 32.4 0.0 178 5767 0 43 1393 0 8 259 0 5 162 0 b 20G 2.8 1.1 0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 65.1 12.9 177 11515 2279 20 1301 258 6 390 77 0 0 0 13 Subtot Btuh Loss=6+8..+11+12 `*`• 29983 as arra 4821 +wrs rrsr 1172 rar arra 359 rrrr 14 Duct Btuh Loss 5% 1499 «wrr Si 241 rtar 5% 59 raa 51% 18 .srrr 15 Total Btuh Loss=13+14 •" 31482 rra rrra 5062 rrrr rrrr 1231 aar rsa 377 •"• 16 Int.Gains: People @ 300 6 ***• 1650 2 *`** 600 0 "•" 0 0 **•• 0 Appl. ® 1200 1 `*'* 1200 0 rrrr 0 0 ras 0 ()1 0 17 SubtotRSH Gain=7+8.+12+16 rrrr sr*• 16061 rrra rrsr 2508 '*`* ••'• 484 •••• •"•` 136 18 Duct Btuh Gain 10% •*.** 1606 10s/ •"' 251 10"/ •••• 48 10% •*•• 14 19 Total RSI IGain=(17+18)*PLF 1.00 *t`* 17667 1.00 •*•• 2759 1.00 •••' 532 1.00 •••• 152 20 CFM Air Required '•*• 1000 1000' •*•• 161 156 •*** 39 30 •••` 12 9 Printout certified by ACCA to meet all requirements of Manual J Form Base Job# Zone: Entire House 12/1/00 �t4lUALJ:7th Ed. kIGHT-J: 3.0.11- SIN 11786 1 Name of Room LIV BR? BR3 BR4 2 RunninL Ft.Exposed Wall 22.0 Ft. 22.0 Ft. 10.0 Ft. 24.0 Ft 3 Room Dimensions,Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 4 Ceiings,Ft Condit.Option 10.0 heat/cool 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CSTHTA4 Area Btuh Area Btuh Area Btuh Area Btuh E.NPOSURE NO. 1{tg Clg Length Htg Clg Length Htg CIg Lcnbnh Htg Clg Length Htg Clg 5 Gross a 12C 3.6 2.( ^''0 rr»r r+»w 176 •**w **** 80 ■*** rrrs 192 rrrs **r* Exposed b 14'! .6 ;i **+w +-+. L: +++. ++w+ 0 wwww rr«+ ++rr rrrs Walls and c 12H 2.4 1.4 0 ***• rrrr () r»ww +rrr 0 rsrr rrwr 0 rrrr qp Partitions d 13C 1.4 1. 0 rsrr rwww 0 rwrw w+rw 0 rrr» ♦srr 0 rrrr +*** e 13H 1.1 0.,'' 0 ***" rasr 0 rrrr w*ss 0 rrss r«aw 0 as* rrrr f 0.0 0.) 0 **w rrs» 0 rsws rrrr 0 rrsr sssw 0 a►s **►+ 6 Windows and a 1I 38.2 ** 25 956 •*"* 15 574 ***" 15 574 •■** 15 574 Glass Doors b 8F 38.2 •• 0 0 *"*• 0 0 ""•" 0 0 *rwr 0 0 +*** Heating c 9H 22.0 ** 0 0 •*** 0 0 *"** 0 0 rasr 0 0 *+*+ d 7L 26.0 ** 0 0 srrr 0 0 rrrr 0 0 sss« 0 0 ►rsr f 0.0 0 0 **** 0 0 **•* 0 0 *•** 0 0 •••• 7 Windows and North 16.0 5 •**« 80 0 rrrr 0 0 *•*• 0 0 •••• 0 Glass Ikxxs NE N1V 33.0 15 rrrr 495 0 rrrr 0 0 *""• 0 0 rsrr 0 Cooling FAV 46.0 5 *"*• 230 0 ***• 0 0 r*«r 0 0 rrr* 0 SE/SW 40.0 0 *••• 0 15 *••* 600 15 •'•` 600 15 *•'• 600 South 0.0 0 "••• 0 0 ••** 0 0 •*'• 0 0 •*•• 0 Horz 0.0 0 ***• 0 0 ••*• () 0 •••` 0 0 rrrr 0 8 Other doors a 11E 7.6 4.3 20 152 86 0 0 0 0 0 0 0 0 0 b 10A 22.4 12.7 0 0 0 G 0 0 0 0 0 0 0 0 9 Net a 12C 3.6 2.0 175 630 356 161 580 327 65 234 132 177 637 360 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 0 0 0 0 0 0 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 Ceilinvs a liiG 1.3 1.4 352 465 49`'- 140 185 19t% 140 185 199 140 185 199 b 16D 2.1 2.3 50 106 114 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 (l 0 0 ri 0 0 0 0 0 0 11 Floors a 22A 32.4 0.0 22 713 0 22 713 0 10 324 0 24 778 0 b 20G 2.8 1.1 0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 65.1 12.9 45 2928 579 15 976 193 15 976 193 15 976 193 13 SubtotBtuh Loss=6+8.+11+12 •*** 5949 **•* *••• 3027 ••** ***• 2292 •*** ••** 3149 •'*• 14 Duct Btuh Loss 5% 297 ••*" 5 151 •••* 5% 115 **•* 5° 157 .**•• 15 Total Btuh Loss=13+14 rrrr 6246 ••** rrsr 3178 r►*s rrr* 2407 +++• +ra 3307 rr+r 16 Int.Gains: People @ 300 2 *••• 600 1 rrrr 150 1 '•*• 150 1 •**• 150 Appl. @ 1200 0 •*•` 0 0 *•** 0 0 ••*• 0 0 ••*` 0 17 SubtotRSH Gain=7+8.+12+16 wrrr rrrs 3040 rrrr - •*** 1469 rsrr •*w* 1274 **•• •*" 1502 18 Duct Btuh Gain 1.0°/ rsrr 304 10% rrrr 147 10°/ *••* 127 100/ rrrr 150 19 Total RSH Gain=(17+18)*PLF 1.00 •*!* 3344 1.00 ••*• 1616 1.00 "*• 1401 1.00 •••` 1652 20 CFM Air Required ••*• 198 189 ' ••** 101 91 ••** 76 79 •••+ 105 99 Printout certified by RCCA to meet all requirements of Manual J Fonn Base Job# Zone: Entire House 12/1/00 MANUAL 1:7th Ed. RI(;HT-1: 3.0.11- SN 11786 1 NameofRoom I BTH2 NOOK / KIT DIN 2 Running Ft.Exposed Wall 6.0 Ft. 10.0 Ft. 26.0 Ft. Ft. 3 Room Dimensions.Ft. 0.0 x 0.0 Ft. 0.0 N 0 Ft. 0.0 x 0.0 Ft. x Ft. Ceiln�,Ft Condit Option a,-'< 10.0 t co<,I 10.0 heat/cool TYPE'OF CST ffrM Area Binh Area Ilnth Area Btuh Area Btuh E>030SURB No. Htg Clg Length Iltg Clg Length Iltg Clg Len6gh Htg Clg length Fttg Clg 5 Gross a 12C 3.6 2.0 48 r*wa rarr 100 Exposed b 14B 5.8 2.2 0 r«rw w+rr 0 +rww ++++ 0 wwrs avert wrr arts Walls and c 12H 2.4 1.4 0 wwar rrrr 0 w++* wrrr 0 arrr rrwr wrra rrrr Partitions d 13C 1.4 1.3 0 ... •*** 0 ••** ***' 180 •*wa vara arr► rrr« e 13H 1.1 0.8 Q rr+r ssrr 0 rara arra Q rswr rrr■ +vera **rs f 0.0 0.0 0 rrrr rsrr 0 .+ar rras 0 waaa rrar rwaa *aa► 6 Windows and a lI 38.2 •* 5 191 •**' 20 765 **** 0 0 •••* •••* Glass Doors b 8F 38.2 •* 0 0 rr** 0 0 "**" 36 1377 *••* *••" Heating c 9H 22.0 •• 0 0 '•*• 0 0 "*`• 0 0 •"• *••• d 7L 26.0 "* 0 0 *"* 0 0 *"* 0 0 •*** ••'• e 0.0 *` 0 0 rara 0 0 r.rr 0 () raww rrar f 0.0 •" 0 0 '**" 0 0 "** 0 0 ••"' ••** 7 Windows and North 16.0 p raver 0 0 ++ra 0 0 +rrr 0 ■aww Glass Doors NE/NW 33.0 0 +r++ 0 0 warty 0 0 rr+r 0 ver+r Cooling E/W 46.0 0 rwr 0 0 rrar 0 0 awry 0 wwaa SFJSW 40.05 ••'• 200 20 •••• 800 36 **** 1440 South 0.0 0 vest• 0 0 raw+ 0 0 r+++ 0 w«++ Florz 0.0 Q rrar 0 0 ra+r 0 0 rrrr 0 +rwr 8 Other doors a l i E 7.6 4.3 0 0 0 0 0 0 0 0 0 b 10A 22.4 12.7 0 0 0 00 0 0 0 0 9 Not 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 12 H 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 0 160 243 227 e 13H 1.1 0.' 0 0 0 0 0 0 0 0 0 ( 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.3 1.4 4863 68 160 211 227 144 190 204 b 16D 2.1 2.3 0 0 0 22 47 50 28 59 64 C 0.0 0.0 0 0 0 0 0 0 U U 0 11 Floors a 22A 32.40.0 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 64 20 1301 258 36 2342 464 13 Subtot Btuh l.nss=6+R.+11+12 •*'* 929 **"` `*** 2936 "**' *`*` 5349 "•rr rrar rara 14 Duct l3whLoss Si 46 •**• Si 147 wrrr 5°/ 267 rarr a' Garr 15 Total Btuh Loss=13+14 •'•• 975 ►r+r rwr' 3083 a+ra +tar 5616 tsar arra ►tar 16 Int.Gains: People 300 0 '*** 0 0 +r++ 0 0 w+ra 0 tar► Appl. ® 1200 0 *'•' 0 1 *"** 1200 0 ••*• 0 •••` 17 Subtot RSH Gain=7+8.,+12+16 arr* wrrr 420 **** *•** 2697 r+«a ver+r 2529 +rrr r**a 18 Duct Btuh Gain 100/ rws► 42 100/, «rrw 270 100/ arra 253 % ■rr* 19 Total RS11Gain=(17+18)*PLF 1.00 **!• 462 1.00 ••'• 2967 1.00 *•** 2782 "•* 20 CFM Air Required *'*• 31 26 **** 98 168 `*`* 178 157 '*•• Printout certified by RCCA to meet all requirements of Manual J Form MAP SHOWING BOUNDARY SURVEY OF LOT 4 BLOCK 186 ACCORDING TO THE PLAT OF SECTION ""ff" ATLANTIC REACK AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED T0: KEVIN BENNETT. 0 N II rn Ln co 102' 00 I- 40- 101.61' (M) O •- O J J 1/2' 0 0.4 112'REBAR ASSOC.SUR. L.B.5488 Cr 1/2" L.B.3857 VAGANr I onor ° yo O �� O 1h I-A 0.2' 1 �0 �z --�- 1/2 REBAR � J —a 0 6. ASSOC.SUR. O L.B.5488 1/2'REBAR o Ln ASSOC.SUR. I L L.B.5488 101.70 (M) om om 102' (R) J ol � v 102.20' 101.69' (M) — J 102' (f ^ ♦— 102' (R) 1/2" 3/4" IVES T 9th STREET (50' RIGHT-OF-WA Y� E Y 0 GENERAL NOTES, J R R s 1. ANGLES ARE SHOWN FOR THIS SURVEY. 2.THE PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE SAS BEST NO- 1 DATED 04-17-1989. ASSOCIATED SURVEYORS INC. 3.THIS DETERMINED A SURFFACE FROE SURVEY OOD ONL. THEMAPSPANEL EXTEN OV UNDERGROUND FOOTINGS, LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. w 3846 BLINDING BOULEVARD 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED BY THIS SURVEY. JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE 904-771-6468 PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL. J 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. O S S V CERTIFICATE OF AUTHORIZATION N0. LB 0005488 7.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. LEDENWAs■REVIATIONS I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY O SET IRON PIPE OR REBAR P.C. = POINT OF CURVE COV'D = COVERED DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL -ASSOC.SURVEY' OR L.B.5468 P.T. = POINT OF TANGENCY CH = CHORD STANDARDS FOR LAND SURVEYINt; PURSUANT TO CHAPTER 41 FOUND IRON PIN OR PIPE (IP) P.R.C. - POINT OF REVERSE CURVE ■ FOUND CONCRETE MONUMENT (C.M.) P.C.C. = POINT OF COMPOUND CURVE 61G11-6. FLORIDA ADMINISTRATION CODE CHAPTER 472, F.S. X CROSS CUT OR DRILL HOLE C/L = CENTER LINE R/W= RIGHT OF WAY t (R) = RECORD (M) = MEASURED COCC_AIR CONDITIONER NCRETE B.T.= BUILDDIIN`GG Tl:" IE R =RADIUS L = ARC LENGTH A BY: 'CHARLES-1. STARLING O.R.B.=OFFICIAL RECORD BOOK ® =WATER METER -6,= UTILITY POLE FLORIDA CERTIFICATE No. 4579 O.R.V. =OFFICIAL RECORD VOLUME P.EQ. =POOL EQUIPMENT �= GUY ANCHOR P.R.M.=PERMANENT REFERENCE MONUMENT -O.U.- =OVER HEAD UTILITIES JOB NO. 28002-4 DATE 07-14-2001 B.R.L. =BUILDING RESTRICTION LINE X—X CHAIN LINK FENCE SCALE: 1" = 20' DRAFTER �.�(, E.T. =ELECTRIC TRANSFORMER & PAD W—W WIRE FENCE E.B.= ELECTRIC BOX J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY 1 0-0 WOOD FENCE BTN. = BETWEEN I Job russ russ ype Y Y 1 0001988 CA ROOF TRUSS 1 1 o tional s Sep r e nus nes,Inc. uFebage 9-10-13 9-10-13 SCW=1-21.2 s s 10 W 414 12 2 9 1 1 s 2 81 7x9 1 71 12 13 7 6 3.4= 9-10 13 -Plate Offsets(XY) [2U371U7C 3UUuuuu LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.05 2-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.39 2-7 >297 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) -0.01 6 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/dell=240 Weight:40 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-4-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=365/0-4-15,6=304/0-1-8,4=145/0-1-8 Max Horz 2=258(load case 2) Max Uplift2=-327(load case 2),6=451(load case 3),4=-195(load case 3) FORCES (Ib)-First Load Case Only TOP CHOf�ZD 1-2=34,2-8=-443,8-9=-460,3-9=-420,3-10=-73,4-10=38,4-5=-3 BOT CHORD 2-11=431,11-12=431,12-13=431,7-13=431,6-7=0 WEBS 3-7=1176 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI [fend verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6,4. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 327 Ib uplift at joint 2,151 Ib uplift at joint 6 and 195 Ib uplift at joint 4. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 5)Special hanger(s)or connection(s)required to support concentrated load(s)102.81b down and 174.01b up at 1-6-12,and 92.51b up at 4-4-12,and 118.91b down and 231.21b up at 7-2-11 on top chord,and 9.41b down and 21.21b up at 1-6-12,and 27.11b down at 4-4-12,and 54.21b down at 7-2-11 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plt) Vert:1-5=-54.0,2-6=-20.0 Concentrated Loads Ob) 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(pit) G� . CA Vert:1-2=83.3,2-3=46.9,3-4=43.0,4-5=79.4,2-6=-10.0 V Horz: ad3.3,2-3=-56.9,3-4=-53.0,4-5=89.4 Los Concentrated Leads(Ib) IF/ V Vert:8=-102.8 9=92.5 10=231.2 11=-9.4 12=-27.1 13=47.1 y 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plt) NO. 03 Vert:1-2=79.4,23=43.0,3-4=46.9,4-5=83.3,2-6=-10.0 1 Horz:i-2=-89.4,2-3=-53.0,3-4=-56.9,4-5---93.3 7C Concentrated Loads Ob) ATE Vert:8=-102.8 9=92.5 10=231.2 11=-9.4 12=-27.1 13=47.1 ,(�Q Continued on page 2 S ORIIQ ED ENG 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 during installati n. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 ?\\2-\�` o �CJ�1 � mss ype Y Y 0001988 ROOF?BUSS 1 1 o tional 4.;eul SKI s ep 13 2000 Nli I ek nus nes, ncs u e age LOAD CASE(S) 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=79.4,2-4=43.0,4-5=79.4,2-6=-10.0 Horz:1-2=-89.4,2-4=-53.0.4-5=-89.4 Concentrated Loads(Ib) Vert:8=-102.8 9=92.5 10=231.2 11=-9.4 12=-27.1 13=-47.1 IFIC,9 2 No.4 8 ST OF Q RI EDEN 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 during installati`n. If HIB-91 has not been shipped to the site with the component pictured on this pag6,please contact Apex Technology for a free copy 904.241.5200 o Truss cuss ype y 0001988 VCJ2 ROOF TRUSS 3 1 (optional) s ep l Fek In us nes, ria u e age TRUF TRUSS,JACKSORVILLE�Fl= 4.201 9-10-13 9-10-13 8cr. 111.9 s J14 0 J d 4.24 F12 w2 9 1 h I2 _ 12 7 6 1 BSaS lad_ od 11 2 10 Jx6= 2.12 12 1 6.0_1 9-10-13 Plate Ottses(XY) 120-011uti5 LOADING (psf) SPACING 2-0-0 CSI DEFL in Qoc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.06 2-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.07 2-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) -0.02 6 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Udefl=240 Weight:40 lb 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 ceiling directly applied or 7-4-12 cc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=66/Mechanical,2=466/0-1-8,6=272/Mechanical Max Horz 2=253(load case 2) Max Uplift4=45(load case 3),2=428(load case 2),6=-231(load case 2) FORCES (ib)-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 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 ,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Bearing at)'oint(s)2 considers parallel to grain value using ANSIITPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 45 Ib uplift at joint 4,428 Ib uplift at joint 2 and 231 Ib uplift at joint 6. 6)This truss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria. 7)Special hanger(s)or connection(s)required to support concentrated load(s)182.3lb up at 414-0 on top chord,and 15.0Ib up at 1-6-1 ,and 15.81b down at 4-4-0,and 27.11b up at 7-1-15 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(s) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pip Vert:l-4=-54.0,2-8=-20.0,5-a=-20.0 Concentrated Loads(lb) `,. CA Vert:9=3.410=15.011=-15.812=27.1 VV I. iNcq��c9 z N .4883 S AT OF DE 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 during installati If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 IM �1 Job russ Qty y 0001988 J1 ROOF TRUSS 2 1 / (optional) TRUE TRUS5,JALK50INIVILLE,FL 32251,U. s ep 1 e nus nes, no u e age 5-0-0 5-0-0 Sul. 1:16.4 3 6.0012 T1 2 B1 1 LN= 5-0-0 LOADING (psQ SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.04 1-2 >505 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 Na BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or-5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=116/0-1-8.2=274/0-3-8,4=48/0-1-8 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 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 It by 24 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 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 120 Ib uplift at joint 3 and 191 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSVTPI 1-1995 plating criteria. LOAD CASE(S) Standard V• CAIRA * No 4k803 S ATE EN�'�t1 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 during installati If HIB-91 has not been shipped to the site with the component pictured on this pagd,please contact Apex Technology for a free copy 904.241.5200 n�`?-\�` Job rum 1 russ 1ype y y 0001988 J2 ROOF TRUSS 2 1 Bona -TRUE TRU,' IKSONVfL[E 4201 SRI s ep o I e nus nes,Inc, IhUFeb0811A5A1age 3-0-0 3-0-0 Scale 1:11.7 3 6.00 52 T1 2 Bt 1 2W= 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP -• TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.04 1-2 >517 8CLL 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:12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=52/0-1-8.2=210/0-3-8,4=28/0-1-8 Max Horz 2=139(load case 4) Max Uplift3=-50(load case 2),2=-188(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=33,2-3=-47 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 50 Ib uplift at joint 3 and 188 Ib uplift at joint 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard �v. CAA IF C 880 lk' STATE OF ,(�Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation t�C,s A4OR100� Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 BRED 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 during installakn. If HIB-91 has not been shipped to the site with the component pictured on this paje,please contact Apex Technology for a free copy 904.241.5200 2\\ 1 J` Job russ cuss ype y Y 0001988 J3 ROOF TRUSS 2 1 o tionaAc3t: 01 SIR l SSep1 I ekinduslfies,lno. ThuFebU age 1-0-0 r 1-0-0 Scdo 11.0 s sm 12 2 d B1 T1 4 1 U4= 1-0-0 7LOADING7(ps� SPACING 2-0-0 CSI DEFL In (loc) Well PLATES GRIP Plates Increase 1.25 TC 0.16 Vert(LL) n/a - n/aMII20 2491190 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.02 1-2 >932 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a Code SBC/SBCCI (Matrix) 1st LC LL Min Udefl=240 Weight:6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-32/0-1-8,2=170/0-3-8,4=10/0-1-8 Max Horz 2=87(load case 4) Max Uplift3=-32(load case 1),2=-226(load case 4) Max Grav3=88(load case 3),2=170(Ioad 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 wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 Ib uplift at joint 3 and 226 Ib uplift at 1olnt 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard �V. CAA /0 48 "SAE OF ,tr, ORI'D Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation ENG Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 BRED This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installatr n. If HIB-91 has not been shipped to the site with the component pictured on this pag*,please contact Apex Technology for a free copy 904.241.5200 o cuss cuss ype Y Y 0001988 J4 ROOF TRUSS 7 1 . (optional) s Sep MiTenus nes, n0. u e age 7-0-0 r 7-0-0 ser.•121A s {I 6.00 12 t l 1 1 2 i � a, W 70-0 1-4-U —Ple Ottsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loo) Well PLATES GRIP TCLL �7. 0.0 Plates Increase 1.25 TC 0.45 Vert(LL) n/a - n/a M1120 249/190 TCDL 0 Lumber Increase 1.25 BC 0.18Vert(TL) 0.16 1-2 >114 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 0.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:24 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 Dc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS Ob/size) 3=174/0-1-8.2=344/0-3-8.4--68/0-1-8 Max Horz 2=245(load case 4) Max Uplift3=-181(load case 2),2=-203(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=33,2-3=63 BOT CHORD 24=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition i enclosed building,of dimensions 45 It by 24 It with exposure C ASCE 7-93 per SBC/SBCCI [fend verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 181 Ib uplift at joint 3 and 203 ib uplift at 1olnt 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V• CA9 IFIc o.4 T Q R10 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 during installati If HIB-91 has not been shipped to the site with the component pictured on this pagb,please contact Apex Technology for a free copy 904.241.5200 Job cuss russ ype y y ' 0001988 V W ROOF TRUSS 13 1 Al rro ges ep industries, n¢. uFeb 7-0-0 7-0-0 SCW•171.4 4 3x4 3 6.00 12 W2 1 82 6 S 1 rSsS o SM= d d 2 3.4: 3.00 12 1 4-38 7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (IOC I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) 0.01 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) -0.02 2-7 >999 BCLL 0.0 Rep Stress incr YES WB 0.08 Horz(TL) 0.01 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Udefl=240 Weight:30 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 (Ib/size) 4--43/Mechanical,2=344/0-3-8,5=197/Mechanical Max Horz 2=243(load case 4) - Max Uplift4=-56(load case 2),2=-204(load case 3),5=-97(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2.3=-462,3-4=40 BOT CHORD 2-7=378,6-7=339,5-6=0 WEBS 3-7=175,3-6=-387 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level,using 5.0 psi 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 It by 24 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 ,and the plate grip increase is 1.33 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 56 Ib uplift at joint 4,204 ib uplift at joint 2 and 97 Ib uplift at joint 5. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V• CAA �Q•�'� IFIL * No.48803 TAT � � P ENG 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 during installat n. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 2 `�1�, Toy- russ russ ype Y Y 0001988 VJ5 ROOF TRUSS 6 1 (optional) s ep MiTek nus nes,lnu a age 5-0-0 5-0-0 Ber.•116A a a 6.00 72 82 T1 1 B7 '+3.4= 2 3.00[112 W i 4-3-8 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Udeft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) n/a >499 MII20 249!190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.04 1-2 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 Well=240 Weight:18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS anicaI Max Horz3=58(load case 3),2=146Qoad case 3!4 h26Qoad 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 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 1 enclosed building,of dimensions 45 It by 24 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 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 required. 6)This truss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(S) Standard V• CAA @��i►� -C IFIL 9/C9y � V o.4 ST E Q G' RIO ED 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 during insudia0p. If HIB-91 has not been shipped to the site with the component pictured on this pag6,please contact Apex Technology for a free copy 904.241.5200 2\\ 1 Job toss russ ype Y Y 0001988 VJ6 ROOF TRUSS 6 1 o tional s Sep 13 T industries,Inw, I hu Feb 08 11:47:35 ZU01 Page F 3-0-0 3-0-0 Scdo 1:11.7 7 6.00 r12 T1 B1 4 2 'd d 7x4 s 7.00 12 1 3-0-0 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.04 1-2 >525 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Udef1=240 Weight:12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=52/Mechanical,2=210/0-3-8,4=28/Mechanical Max Horz 2=138(load case 4) Max Uplift3=-51(load case 2),2=-186(load case 4) FORCES Ob)-First Load Case Only TOP CHORD 1-2=31,23=-48 BOT CHORD 2-4=5 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,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 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 1'oint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 51 Ib uplift at joint 3 and 186 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • CAA @Q•�'� IFIL 3Q rJ F N .488 3 S AT OF ID Fc ED ENG` 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 during installati n. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 2 \i•��1 Job russ russ I ype y y 0001988 VJ7 ROOF TRUSS 6 1 o tional s Sep I e Industries,Inc. Thu FeD 08 11:4/:36 2001 Page r 1-ap 1-ap ecr.�nzo 1 d d 6.00 13 _ d d T1 1° 1 3.4 1.06 FIT t-ao LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.15 Vert(LL) Na - 94a6 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.02 1-2 > BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:6 Ib LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 3=-32/Mechanical,2=169/0-3-8,5=13Mtechanical Max Horz 2=85(load case 4) Max Uplift3=-32(load case 1),2=-221(load case 4) Max Grav3=83(load case 3),2=1690oad case 1),5=13(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=30,2-3=-44 BOT CHORD 2-5=2,4-5=-1 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceantine,on an occupancy category I,condition I 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 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)'oint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 Ib uplift at joint 3 and 221 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • CAA 1F1� F o. 8 3 AT TE OF Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Cis ORI�_,Pr����Q Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.52000 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 during installat kn. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 ?—\\ _ J\ Job fuss 11USS type y Ply ' 0001988 T1 ROOF TRUSS 1 2 o trona s Sep 13 ZOO Mi I ek industries,Ina. I u e age 7-0-0 25-0-0 32-0-0 7-0-0 18-0-0 7-0-0 sw.•1,59.1 U8- 2x4 II 3x6= 2.4 11 4.0_ 4 5 6 7 9 6.00 FIT 3x4 i 3.4 W4 W4 W4 W4 9 3 b W2 2 +o e 111 " 19 17 19 20 16 21 22 15 23 24 fa 29 26 13 12 + 8x8= 3x4= 3x8= 2.4 II 7x6= 3Y4= — as 3x6 3.00 F12 4-3-827-8-8 32-0-0 Plate ,E 0394o031 lao-5sucal LOADING (psQ SPACING 2-0-0 CSI DEFL in (loo) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.48 15 >788 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.50 15 >758 BCLL 0.0 Rep Stress[nor NO WB 0.27 Horz(TL) 0.22 10 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:368 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-11-13 oc purlins. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 8-10-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=2167/0-3-8,10=2062/0-3-8 Max Horz2=78(load case 3) Max Uplift2=-1421(load case 4),10=-1421(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-7207,3-4=-5768,4-5=-6620,5-6=-6620,6-7=-6369,7-8=-6369,8-9=-5426,9-10=-6823,10-11=35 BOT CHORD 2-18=6501,17-18=6214,17-19=5251,19-20=5251,16-20=5251,16-21=7079,21-22=7079,15-22=7079,15-23=7079, 23-24=7079,14-24=7079,14-25=4934,25-26=4934,13-26=4934,12-13=5878,10-12=6153 WEBS 3-18=1073,3-17=-1150,4-17=1550,4-16=1555,5-16=-201,6-16=-526,6-15=393,6-14=-814,7-14=-203,8-14=1631, 8-13=1365,9-13=-1117,9-12=1034 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition 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 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 concentratedload(s)429.51b down and 347.71b 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 13-0-12,97.11b 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 97.11b down and 106.91b up at 20-11-4,and 97.11b 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 �a 4. CAR, 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) �f Vert:1-4=-54.0,4-8=-54.0,8-11=-54.0,2-18=-20.0,12-18=-20.0,10-12=-20.0 '(IFIC,9 V" Concentrated Loads(Ib) V Vert:17=-429.5 13=-349.2 19=-177.4 20=-177.4 21=-97.1 22=-97.1 23=-97.1 24=-97.1 25=-97.1 26=-97.1 o.4 0 OF Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio /s 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 installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installs on. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 ?\\ \ 3\ Job russ 1 Fuss 1 ype Qty y 0001988 T2 ROOF TRUSS 1 1 (optional) s Sep Mi-Tek n us nes, nt. u e age 9-0-0 23-0-0 32-0-0 9-0-0 14-0-0 9-M Scale•179.1 ,. 4.8= 2.411 4._ 4 S 6 6.00 12 Jxs W4VW 3x4 d 7 7 1M2 W!! 2 U 13 12 11 10 8 l� 1 5x6= yµ= 3x8= SxS= 5.6 = 3.8 s axe 3.00 F12 4-3-8 27-8-8 32-0-0 Plate se s LOADING (pst) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) 0.34 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.52 11-12 >736 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.31 8 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight:157 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-4-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1257/0-3-8,8=1257/0-3-8 Max 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=-2343.7-8=-4056,8-9=16 BOT CHORD 2-14=3689,13-14=3465,12-13=2114,11-12=2114,10-11=3465,8-10=3689 WEBS 3-14=991,3-13=-1418,4-13=482,4-12=563,5-12=-372,6-12=563,6-11=482,7-11=-1418,7-10=991 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 ,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Bearing at'olnt(s)2,8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity Vbeanng surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 646 Ib uplift at joint 2 and 646 Ib uplift at joint 8. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • CA IF �0I 8 E OF s, Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation ORORIOPENG Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 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 during installatr n. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 2 `�`�1 Job russ russ ype Lay y 0001988 T3 ROOF TRUSS 1 1 o tionaFL 322bf,Li.PAGE 4.ZU1 l s ep I e nus nes,Inc. InuFebUage 11-0-0 21-0-0 32 0 0 11-0-0 10-0-0 11-0-0 SCW•1:59.1 Sag= leµ= 54= 4 g 6 6.00 12 YW Wt a 3X4 i 3a4-- 7 7 3 B d 211 11 10 9 1 o it 1 5X6= 4.8= 5a8= SX6= I 3x5 3x8= 3.00 F17 4-3-a 27-8-8 32-0-0 e ses 8024 6U[tSu[4 iuuuu-vim LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ii PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.30 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.64 11-12 >593 BCLL 0.0 Rep Stress Incr YES WB 0.59 1st LC LL M0 I(defl=8 �a Weight:158 Ib BCDL 10.0 Code SBC/SBCCI LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midi 3-12,7-11 REACTIONS (Ib/size) 2=1257/0-3-8,8=1257/0-3-8 Max Horz 2=-1 1 50oad case 2) Max Uplift2=-646(load case 4),8=-046(load case 4) FORCES (lb) First Load Case Only TOP CHORD 1-2=16,2-3=-4056 3-4=-2047,4-5=-1849,5-6=-1857,6-7=-2034,7-8=-4056,8-9=16 BOT CHORD 2-13=3689,12-13=3462,11-12=1991,10-11=3462,8-10=3689 WEBS 3-13=1011,3-12=-1661,4-12=602,5-12=-195,5-11=-187,6-11=597,7-11=-1671,7-10=1012 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I 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 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 ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 646 Ib uplift at joint 2 and 646 Ib uplift at 1olnt 8. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 4. CAINq No.488 ZZ STT 0 Q ORI ED ENG 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 during installa12A If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 m P-1 Job fuss russ ype YY 0001988 T4 ROOF TRUSS 1 1 o tional TRUE TRUSS,�AGK50NVil-Llz,FL 322b�,G..P iE 4.201 -5K1 s ep 1 nes, ncv u e age 13-0-0 19-0-0 32-0-0 13-0-0 6-0-0 13-0-0 scw-i35.t US= US= 5 6 4x5. 416 6.00 12 4 7 WS a 2x4 11 W3 20 II e 3 ' S -0 2 u n to t2 101-0 t 502= 30= 5xe= 502= 3. US= 3.00 F12 4-3-8 27-6-8 32-0-0 plate Offsets(XY) 50b 5014 buL uucg is c.ruwu LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.30 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.56 13-14 >675 BCLL 0.0 Rep Stress Incr YES WB 0.60 1st LC LL M0 0.30 =9 n/a Weight:166 Ib BCDL 10.0 Code SBC/SBCCI LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 3-0-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1257/0-3-8,9=1257/0-3-8 Max Horz 2=-1341load case 2) Max Uplift2=-646(load case 4),9=-646(load case 4) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=16,23=4056,3-4=-4017,4-5=-1795,5-6=-1618,6-7=-1797,7-8=-4017,8-9=-4056,9-10=16 BOT CHORD 2-14=3689,13-14=2112,12-13=1618,11-12=2112,9-11=3689 WEBS 3-14=-118,4-14=1869,4-13=-635,5-13=527,5-12=-0,6-12=527,7-12=-634,7-11=1869,8-11=-118 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to • wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Bearing at'olnt(s)2,9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity olJbearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 646 Ib uplift at joint 2 and 646 Ib uplift at joint 9. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard �Q•��V• CAA IF,c �i9 No.488 ZZ ST T F Q RIO EDEN 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 during Istalla12A If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 o` Job russ russ ype Lzy Y 0001988 T5 ROOF TRUSS 1 1 o tional G.PAUt s ep I e industries,Ina. u e age 15 0 0 17-0-0 32-0-0 15-0-0 2-0-0 15-0-0 sal.•1:5e.a 5.5= 54= 6.00 12 5 6 W 5x5 i 5x5 4 W3 WS 7 6 2x1= 2x4 s 6 3 W1 12 vT 402= 11 13 3.00 12 5A= 5 5x6 rye 2 10I� d1 7x6 3x6= 16-0-0 32-0-0 Plata offsets 4 !-41, .' c LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) 0.41 12 >930 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.67 12-13 >569 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horzst LC LL Min Udell=240 n/a Weight:153 Ib BCDL 10.0 Code SBC/SBCCI LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1257/0-3-8,9=1257/0-3-8 Max Horz 2=-1 52(load case 2) Max Uplift2=-646(load case 4),9=-046(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,23=-3863,3-4=-3565.4-5=-2573,5-6=-2565,6-7=-2574,7-8=-3565,8-9=-3869,9-10=16 BOT CHORD 2-13=3523,12-13=3137,11-12=3158,9-11=3527 WEBS 3-13=-236,4-13=340,4-12=-754,5-12=996,6-12=993,7-12=-772,7-11=320,8-11=-238 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition i enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Bearing at jolnt(s)2,9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity ofbearingsurface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 646 Ib uplift at joint 2 and 646 Ib uplift at joint 9. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard CA IFI iFicq�cy No.4 T E FRED EN 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 during installatikn. If HIB-91 has not been shipped to the site with the component pictured on this pag6,please contact Apex Technology for a free copy 904.241.5200 2\\ o =T6 russ ype y 0001988ROOF TRUSS 6 1 4. SRI o tional s Sep I e nus nes, n u e age 16-0-0 32-0-0 F 1600 1600 Scale 1.58A f U4 6.05 F12 5 i 5.5 5.5 6 4 W] W3 2ca= 2.4= 7 3 W1 11 Wt 5X8= 10 12 1.00 12 SX6 5X6% S 2 9 I 3X6 3X6= 16-0-032-0-0 15:U_0 T Plata Offsets 8030 602tiu3u luusuuo-u lcvovvv� LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(LL) 0.42 11 >914 M1120 249/190 4 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.67 11-12 >566 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz1st LC LL Mm 4defl =8 n/a Weight:149 Ib BCDL 10.0 Code SBC/SBCCI LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 2-9-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1257/0-3-8,8=1257/6-3-8 Max Horz2=-16100ad case 2) Max Uplift2=-646(load case 4),8=-646(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-3850,3-4=-3506,4-5=-2532,5-6=-2532,6-7=-3506,7-8=-3850,8-9=16 BOT CHORD 2-12=3512,11-12=2983,10-11=2983,8-10=3512 WEBS 3-12=-280,4-12=429,4-11=-660,5-11=1993,6-11=-660,6-10=429,7-10=-280 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 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 It by 24 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 3)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 V• CAR IFIC * No 4*8803 S ATE 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 during installati n. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 n\`0A m O russ cuss ype Y Y 0001988 T7 ROOF TRUSS 3 1 o tional s ep I e industries,Inc, I hu Feb U8age 16-0-0 32-0-0 16.0-0 16-0-0 sw.-1:66.4 4.4= s 6.00 F12 4 3.4 x6 6 4 Wi W5 5x5 2.4 II 7 l W1 17 5X5 5x5= S d 14 7.00 12 SX12 ri 9 2 5x5 10I yn d 1 ]x{_ 11 3x5 4.4= 16-0-0 25-8-8 32-0-0 Plate ses SOv'0 SDLSUdU Igucouro� LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ildeft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.21 9 >350 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.5912-13 >521 BCLL 0.0 Rep Stress Incr YES WB 0.79 1st LC LL Mn I/ deft 11 n/ a Weight:160 Ib BCDL 10.0 Code SBC/SBCCI LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-7-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-10-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-12 REACTIONS (Ib/size) 11=1554/0-3-8,2=962/0-3-8 Max Horz 2=-1620oad case 2) Max Upliftl1=-1117(load case 4),2=461(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-2637,34=-2302,4-5=-1261,5-6=-1261,6-7=1296,7-8=1296,8-9=509,9-10=16 BOT CHORD 2-14=2407,13-14=1831,12-13=746,11-12=-1801,7-12=-206,9-11=-454 WEBS 3-14=-292,4-14=484,4-13=-679,5-13=860,6-13=427,6-12=-2438,8-12=-1166,8-11=549 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 It by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1117 Ib uplift at joint 11 and 461 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSIITPI 1-1995 plating criteria. LOAD CASE(S) Standard �v. CAA lox 3Q o. 8 TATE OF Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation FC's oR'oP Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 Ep 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 during installs n. \ If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 2 `�` J\ ;00019L88 �T8 runs =RooF e y USS 3 1 o tional s ep I e age 16-0-0 32-0-0 16-0-0 16-0-0 SCM.-1:59.1 1x1= 6.00 12 5 4.6 5x5 i 6 WS 1 M 3x1 II t Sx6 i 13 5X' W1 5xe= e 3 11 4.4 Sx12— 9 26! 3.00 12 10(� 3.4 3.4 i 11 16 7x8= 3x1 II 4-3 8 16-0-0 25-8-8 32-0 0 Plat ses _ 2100.18 4D18u ru tluc ovo� a'vc LOADING (psf) SPACING 2-0-0 CSI DEFL in (IOC) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Verl(LL) 0.22 9 >329 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.88 Vert(TL) 0.20 9 >368 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TI-) 0.15 11 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/dell=240 Weight:165 Ib LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-1 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-11-10 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-12 REACTIONS (Ib/size) 16=1143/0-3-8,11=1376/0-3-8 Max Horz 16=-1610oad case 2) Max Upliftl6=-755(load case 4),11=-1 01 4(load case 4) FORCES (Ib)-First Load Case Only TOP CHOii22D 1-2=32,2-3=533 3-4=-1077,4-5=-9()5 5-6=-888,6-7=1113 7-8=1218.8-9=525,9-10=32 BOT CHORD 2-16=-411,15-16=-1129,3-15=-903,14-15=-595,13-14=946,12-13=510,11-12=-1559,7-12=-286,9-11=-422 WEBS 3-14=1452,4-14=-203,4-13=-156,5-13=445,6-13=288,6-12=-1845,8-12=-1001,8-11=432 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 It by 24 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 3)Provide 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/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V• CAA G��Z IFI ,q C STATE 0 ,(�Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation ORIOp' Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 BRED 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 during installatkn. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 22\\11 J, Job russ russ ype y y 0001988 T9 ROOF TRUSS 4 1 o tions s ep i e nus nes, nc. u e age 16-0-0 32-0-0 16-0-0 16-0.0 scar-1.56. sz6= 6 6.00 F12 20 It 5 U4 7 Sri 4 sx5 W7 6 24 II W1 1 W9 1 9 d 2 602 ,eII= �1 1Sz12= 72 11 3.5 _ 10 11 ]xe 2xs II axe= 3A 5X5 1.00 12 .4 11 12-2-4 32-0-0 ee Syg 0 8028UdU auG iuy-lo ��v< LOADING (pSQ SPACINGin IOC Well PLATES GRIP 2-0-=5BS DEFL ( ) >999 M1120 249/190 TCLL 20.0 Plates Increase 1.2 .43 Vert(LL) 0.24 16 >693 TCDL 7.0 Lumber Increase 1.2 .71 Vert(TL) -0.55 15-16BCLL 0.0 Rep Stress Incr YE .57 HOrz(TL) 0.19 9 n/a BCDL 10.0 Code SBC/SBC1st LC LL Min I/defl=240 Weight:189 Ib LBRACING UMBER TOP CHORD Sheathed or 30-13 oc purlins. TOP CHORD 2 X 4 SYP No.ZD BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (ib/size) 2=1257/0-3-8,9=1257/0-3-8 Max Horz 2=-1 62(load case 2) Max Uplift2=-646(load case 4),9=-646(load case 4) FORCES (lb)-First Load Case Only _ _ _ TOP CHORD BOT CHORD 2-16=3689,15-16=2200,14-15=37 5-15=-211.13-14=:O5-6=-1891, 712-13=1523,11-12=1855,9-11=1858 0829 � 16 WEBS 3-16=-104,4-16=1785,4-15=-636,13-15=1199,6-15=1156,6-13=160,7-13=533,7-12=295,8-12=-384,8-11=107 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level,using 5.0 psf lop chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 646 Ib uplift at joint 2 and 646 Ib uplift at joint 9. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard CAIFR STATE OF ,tr, s, OROD Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation BRED 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 during installat n. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 ? N�A�1 QU*ASSOCIATED SURVEYORS INC. 3.THIS SAA SURFACE ESS SURVEY Y. THE EX Mir NT DETERMINED. Or UNDERGROUND FOOTINGS, LAND ENGINEERING SURVEYS 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE 904-77 i-646F, PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL. 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. 7.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A ICATE OF AUTHORIZATION NO. LB 0005488 FLORIDA UCENSED SURVEYOR AND MAPPER. LEOEPAD/A■■REVIATIONS I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY O SET IRON PIPE OR REBAR P.C. = POINT OF CURVE COV'D = COVERED DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL -ASSOC.SURVEY' OR L.B.5488 P.T. = POINT OF TANGENCY CH = CHORD STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER FOUND IRON PIN PIPE (IP) P.R.C. = POINT OF REVERSE CURVE 0 FOUND CONCRETE MONUMENT (C.M.) P.C.C. = POINT OF COMPOUND CURVE 61G17,-6, FLORIDA ADMINISTRA ION CCD,E,, CHAPTER 472, F.S. X CROSS CUT OR DRILL HOLE C/L = CENTER LINE R/W= RIGHT OF WAY _- - (R) = RECORD (M) = MEASURED CONC. = CONCRETE B.T.= BUILDING TIE ` R =RADIUS L = ARC LENGTH A\C =AIR CONDITIONER (E.T.) = EAVE TIE BY: CHARLES-1. 'STARLING O.R.B.=OFFICIAL RECORD BOOK ® =WATER METER 1g,= UTILITY POLE FLORIDA CERTIFICATE N0. 4579 O.R.V. =OFFICIAL RECORD VOLUME P.EQ. =POOL EQUIPMENT --.= GUY ANCHOR P.R.M.=PERMANENT REFERENCE MONUMENT -O.U.-=OVER HEAD UTILITIES JOB NO. 28002-4 DATE 07-14-2001 B.R.L. =BUILDING RESTRICTION LINE X-X CHAIN LINK FENCE 1" = 20' DRAFTER�� r-1. =ELECTRIC TRANSFORMER & PAD W-W WIRE FENCE E.B.= ELECTRIC BOX SCALE: J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY 0-0 WOOD FENCE BTN. = BETWEEN o tross toss ype Y Y 0001988 T10 ROOF TRUSS 1 1 RM tions nus nes, no uFebge s ep i e 15-0-0 17 0-0 32-0-0 15-0-0 2-0-0 15-D 0 scow IS9.1 6x6- f 6x6= 6 7 2.4 11 6 3x4 s 6.00 Fi2 txt t d h4 20 II W3 w6 6 3 W 2 n cxe „I 5x,2= 3.8� 15 tt 13 12 3,5 bt 11 3.5= 3x6= 3.4= 3.00 12 4-N8 3 8 12-2-4 32 0 0 Pate offsets 60.600281,11:0-2-8,0-2-41, isc[ ,uu o v' LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.24 17 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.55 16-17 >691 ' BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz1st LC LL Mn Udell=1240 �a Weight:200 lb BCDL 10.0 Code SBC/SBCCI i LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-12 oc purlins. i BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1257/0-3-8,10=1257/0-3-8 Max Horz 2=-1530oad case 2) Max Uplift2=-646(load case 4),10=-646(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4056,34=4015,4-5=-1891,5-6=-1896,6-7=-1228,7-8=-1364,8-9=-1889,9-10=-2073,10-11=16 BOT CHORD 2-17=3689,16-17=2186,15-16=28,5-16=-193,14-15=0,13-14=1226,12-13=1546,10-12=1838 WEBS 3-17=-107,4-17=1798,4-16=-627,14-16=1310,6-16=1214,6-14=-394,6-13=5,7-13=423,8-13=-469,8-12=339, 9-12=-216 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 It 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 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 646 Ib uplift at joint 2 and 646 Ib uplift at joint 10. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V• CAA �Q•�'� -1 IFIL 'Q V No. 03 ATE ,t�Q s, ORIO BRED ENG 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 during installat n. If HIB-91 has not been shipped to the site with the component pictured on this pao,please contact Apex Technology for a free copy 904.241.5200 2 `'�\m o toss toss ype Y 0001988 TI I ROOF TRUSS 1 Fy o tions s ep I e nus nes, no- u e age 13-0-0 19-0-0 32-0-0 13-0-0 6-0-0 13-0-0 34= 3x5 I I 3X0— 4X5= 6.00 12 6 r S 5 5X5 i SXS 4 W4 9 a 2X4 11 W3 3 WB 0 Id : 602 311I f 502= ,5 14 13 12 3x5 C 1X5- 214 11 4x4= 3Xe= 5x5= 3.001122 4-3-8 12-2-4 32-0-0 e ses 4028U�iU bustsu I a auc ,cv�ti a'va LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.27 16-17 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.46 16-17 >831 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.18 10 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:188 Ib LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1257/0-3-8,10=1257/0-3-8 Max Horz 2=-1350oad case 2) Max Uplift2=-646(load case 4),10=-646(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,23=-3977,3-4=-3865,4-5=-1965,5-6=-1554,6-7=-1642,7-8=-1389,8-9=-1623,9-10=-2166,10-11=33 BOT CHORD 2-17=3559,16-17=2238,15-16=49,5-16=560,14-15=48,13-14=1401,12-13=1853,10-12=1856 WEBS 3-17=41,4-17=1552,4-16=-678,14-16=1402,7-16=437,7-14=-328,7-13=-31,8-13=386.9-13=-539,9-12=155 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 It 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 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 646 Ib uplift at joint 2 and 646 Ib uplift at joint 10. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V. CAA IFI No.4 8 ST OF Q R EDEN 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 during installati If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 ^L 1�` Job russ russ ype LRY Y 0001988 T12 ROOF TRUSS 1 1 (optional) S ep 1 e nus nes, no. u e age 11-0-0 21-0-0 32 0 0 11-0-0 10-0-0 11-0-0 sw.•1x5.1 sxs= 211 11 3x4= 5x5= 5 6 7 6 4x4!r, 6.00 12 4 W6 2.4 i 1 2.411 5� d d 3 W1 ,5 �Id 216 6x6 111 lI 17 1 5.12= 3.4= 14 13 12 7.6 7x6= 2.4 11 4x6= 5.5= 3.00 12 4 3 8 12-2-4 32 0 0 a se 028024 t30L2fUL4 wuc wu i o - LOADING (pst) SPACING 2-0-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.23 16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.4010-12 55 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz1st LC LL Mn Ildetl=10 n/a Weight:188 Ib BCDL 10.0 Code SBC/SBCCI LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-4-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1257/0-34,10=1257/0-3-8 Max Horz 2=-1160oad case 2) Max Uplift2=-646(load case 4),10=-646(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4056,3-4=-4013,4-5=-2079,5-6=-1932,6-7=-1932,7-8=-1672,8-9=-1698,9-10=-2012,10-11=16 BOT CHORD 2-17=3689,16-17=2307,15-16=1842,14-15=43,6-15=-139,13-14=0,12-13=1508,10-12=1783 WEBS 3-17=-90,4-17=1683,4-16=-606,5-16=486,5-15=323,13-15=1717,7-15=382,7-13=-509,8-13=263,8-12=276, 9-12=-293 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 1 enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI [fend verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity 0f bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 646 Ib uplift at joint 2 and 646 Ib uplift at joint 10. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • CAA �IFIc * N .4*883 S AT OF 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 during mstallati If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 n `q`�' Job russ russ ype Y Y , 0001988 T13 ROOF TRUSS 1 1 o tioI s ep I e nus nes, no. u e age 9-0.0 23-0-0 32-0-0 9-0-0 14-0-0 9-0-0 SW•1:59.1 5.5= 2x4 11 3x4= 5x5= 4 5 6 7 U4 6.00 F12 7x5 lny W5 e WB ^d 3 'y W2 W1 1 t 6 5 Id 1oI 1 2 1 17 6 1 6.6= 3.4= 13 12 11 3x5 14 axe= 2x4 11 6x5= 3.4= 2.4 11 3.0052 4 3 812.2.4 32-0-0 Plate ses 24 02t3U[4 aut Ivu 10 w'u� LOADING (PSO in loc Well PLATES GRIP 5 SPACING 2-0-0 CSI DEFL ( ) TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.26 15 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.37 14 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz1st LC Ll M�%defl=9 0 n/a Weight:178 Ib BCDL 10.0 Code SBC/SBCCI LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-9 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 5-43 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1257/0-3-8,9=1257/073-8 Max Horz 2=-980oad case 2) Max Uplift2=-646(load case 4),9=346(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16.2-3=-4056,3-4=-2382,4-5=-2476,5-6=-2476,6-7=-2021,7-8=-1851,8-9=-2113,9-10=16 BOT CHORD 2-17=3689,16-17=3465,15-16=2110,14-15=53,5-15=-226,13-14=0.12-13=1645,11-12=1874,9-11=1874 WEBS 3-17=988,3-16=-1389,4-16=459,4-15=535,13-15=2057,6-15=549,6-13=-592,7-13=491,7-12=270,8-12=-285, 8-11=87 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 3)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 646 Ib uplift at joint 2 and 646 Ib uplift at joint 9. 6)This truss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(S) Standard • CAA �IFIc * No 4,8803 S ATE 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 during installatrpn.,�` If HIB-91 has not been shipped to the site with the component pictured on this pag6,please contact Apex Technology for a free copy 904.241.5200 LN \ I Job cuss cuss ype 0001988 T14 ROOF TRUSS 1 2 o tional s ep I e nus nes, nc: u e age 7-0-0 25-0-0 32-0-0 18-0-0 7-0 0 7-0_0 scat.•1:59A .. 1 4.6= 5x5= 4.0= 3ri= 3.4= 4 16 19 5 20 21 6 22 23 7 24 25 5 6.00 F12 3.4 i 3.4 3 w4 wS 9 W2 1 d 6 10 ie I 2 7x6 16 1111 !y� 17 d 171 7.0= 3X6= . U 26 27 1328 29 JO 31 12 3x6 4.8 2.4 11 Txe= axe= 3.00 12 1 i 32-0-0 4-3 8 12-2-4 f I Plate Offsets 4038024 DU-312U2 :0 - - LOADING (psi] SPACING 2-0-0 CSI DEFL in (IOc) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.62 15-16 >618 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -0.5915-16 >644 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(TL) -0.27 10 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Well=240 Weight:334 Ib LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=2608/0-3-8,10=2533/0-3-8 Max Horz 2=-790oad case 2) Max Uplift2=-1937(load case 4),10=-1796(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-8980,311=-6866,4-18=-6277,18-19=-6277 5-19=-6276,5-20=-8375,20-21=-8375,6-21=-8375, 6-22=5106,22-23=-6106,7-23=-6106,7-24=-4249,24-25=-4249,8-25=13250,8-9=14835,9-10=-4925,10-11=33 BOT CHORD 2-17=8082,16-17=7640,15-16=8503,14-15=92,5-15=629,14-26=561,26_27=561,13-27=561,13-28=5517, 28-29=5517,29-30=5517,30-31=5517,12-31=5517,10-12=4294 WEBS 3-17=1820,3-16=-1617,4-16=1815,5-16=-2492,13-15=5761,6-15=2613,6-13=-1799,7-13=785,8-12=1706,9-12=31, 7-12=-1601 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 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 1937 Ib uplift at joint 2 and 1796 Ib uplift at joint 10. 6)This truss has been designed for both TPI-85 and ANSIffPI 1-1995 plating criteria. 7)2-ply truss to be connected together with 10d Common(.I 48"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)178.71b up ate9-0-12or,118 41b down required d 178.71b up at concentrated 117.51b load(s) own02.11b down and and 176.b up at 113-0-12,117.51b at down alnddown 176.81bd 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 176.81b up at 20-11-4,and 117.5Ib down and 176.81b up at 22-11-4,and 117.51b down and 176.81b up at 25-0-0 on top chord,and 47.11b down at 13-0-12,47.1 lb doom at 15-0-12,47.1 lb down at 16-11-4,47.1 lb down at 18-11-4,47.1 lb down at 20-11 A,and 47.11b down at 22-11-4,and 483.81b down and 331.51b up at 24-11 A on bottom chord. Design for unspecified connection(s)is delegated to the • A�� building designer. y G LOAD CASE(S) Standard Except: v IF C 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54.0,4-8=-54.0,8-1 1=54.0,2-17=-20.0,15-17=-20.0,10 14=-20.0 880 Continued on page 2 STATE OF Q ORIOpED ' a�4 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 N This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installakri. If HIB-91 has not been shipped to the site with the component pictured on this pale,please contact Apex Technology for a free copy 904.241.5200 ?\\2-\ i o tosscuss y y ary 0001988 T14 I ROOF TRUSS 1 2 o tional s ep r e nus nes, nc. u e age LOAD CASE(S) Standard Except: Concentrated Loads Ob) Vert:4=-802.1 8=-117.5 12=-483.8 18=-118.4 19=-118.4 20=-117.5 21=-117.5 22=-117.5 23=-117.5 24=-117.5 25=-117.5 26=47.1 27=47.1 28=-47.1 29=- 7.1 30=-47.1 31=47.1 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=60.9,2A=24.5,4-8=43.0,8-10=43.0,10-11=79.4,2-17=-10.0,15-17=-10.0,10-14=-10.0 Horz:1-2=-70.9,2-4=-34.5,8-10=53.0,10-11=89.4 Drag:4-5=-0.1,7-8=0.1 Concentrated Loads(1b) 33.5 Vert:4=715.0 8=176.8 12=331.5 18=178.7 19=178.7 20=176.8 21=176.8 22=176.8 23=176.8 24=176.8 25=176.8 26=-33.5 27=33.5 28=-33.5 29=-33.5 30=- 31=-33.5 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=79.4,2-4=43.0,4-8=43.0,8-10=24.5,10-11=60.9,2-17=-10.0,15-17=-10.0,10-14=-10.0 Horz:1-2=-89.4,2-4=-53.0,8-10=34.5,10-11=70.9 Drag:4-5=-0.1,7-8=0.1 Concentrated Loads Ob) Vert:4=715.0 8=176.8 12=331.5 18=178.7 19=178.7 20=176.8 21=176.8 22=176.8 23=176.8 24=176.8 25=176.8 26=-33.5 27=33.5 28=-33.5 29=-33.5 30=-33. 31=-33.5 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=79.4,24=43.0,4-8=43.0,8-10=43.0,10-11=79.4,2-17=-10.0,15-17=-10.0,10-14=-10.0 Horz:1-2=-89.4,2-4=-53.0,8-10=53.0,10-11=89.4 Drag:4-5=-0.1,7-8=0.1 Concentrated Loads(1b) Vert:4=715.0 8=176.8 12=331.5 18=178.7 19=178.7 20=176.8 21=176.8 22=176.8 23=176.8 24=176.8 25=176.8 26=-33.5 27=-33.5 28=-33.5 29=-33.5 30=-33. 31=-33.5 CAR o 48 ATE OF Q ORM Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation SREO 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 during installat n. ff HIB-91 has not been shipped to the site with the component pictured on this pagt,please contact Apex Technology for a free copy 904.241.5200 ?\N � J� ■ JOB SITE HANDLING Spreader bar for Warnin larger trusses GENERAL Familiarity with the CONSTRUCTION DESIGN DOCUMENTS,the TRUSS DESIGN DRAWINGS,and ALL TRUSSES SHOULD BE PICKED UP AT THE TOP CHORDS IN A VERTICAL POSITION ONLY TRUSS PLACEMENT PLANS (if required by the CONSTRUCTION DESIGN DOCUMENTS) is Proper banding and smooth ground allow for unloading of trusses without damage.This should be required to properly erect,brace,and connect the trusses to the building system. done as close to the building site as possible to minimize handling.DO NOT break banding until instal- All of the care and quality involved in the design and manufacture of wood trusses can be jeopardized lation begins.Hand erection of trusses is allowed,provided excessive lateral bending is prevented. if the trusses are not properly handled,erected,and braced.THE CONSEQUENCES OF IMPROPER HANDLING,ERECTING,AND BRACING MAY BE A COLLAPSE OF THE STRUCTURE,WHICH AT BEST IS A SUBSTANTIAL LOSS OFTIME AND MATERIALS,AND AT WORST IS A LOSS OF LIFE. THE MAJORITY OF TRUSS ACCIDENTS OCCUR DURING TRUSS INSTALLATION AND NOT AS A RESULT OF IMPROPER DESIGN OR MANUFACTURE. Prior to truss erection,the builder/erector shall meet with the erection crew for a safety and planning _ , meeting,making sure each crew member understands his or her roles and responsibilities during the erection process. TEMPORARY ERECTION BRACING DO NOT STORE UNBRACED BUNDLES UPRIGHT DO NOT STORE ON UNEVEN GROUND Trusses are not marked in any way to identity the frequency,or location of temporary erection _ bracing. All temporary bracing shall comply with the latest edition of Commentary and Recommendations for Handling,Installing&Bracing Metal Plate Connected Wood Trusses(HIB),pub- lished by the Truss Plate Institute,and/or as specified in the CONSTRUCTION DESIGN DOCUMENTS prepared by the building designer. 2L PERMANENTTRUSS BRACING If trusses are stored vertically,they shall be braced in a If trusses are stored horizontally,blocking should be used Permanent bracing for the roof or floor trusses is the responsibility of the building designer and should manner that will prevent tipping or toppling.Generally, on eight to ten foot centers,or as required,to minimize be shown on the CONSTRUCTION DESIGN DOCUMENTS.Permanent bracing locations for individ- cutting of the banding is done just prior to installation. lateral bending and moisture gain. ual compression members of a wood truss are shown on the TRUSS DESIGN DRAWINGS,and shall be installed by the building or erection contractor.This bracing is needed for the proper performance CARE SHOULD BE EXERCISED WHEN REMOVING BANDING TO AVOID DAMAGING TRUSSES. of individual trusses within the roof or floor system.The design and connection of the bracing to the truss and then to the overall building system is the responsibility of the building designer,and is in addi- During long term storage,trusses shall be protected from the environment in a manner that provides tion to the permanent bracing plan,which is also specified by the building designer. for adequate ventilation of the trusses.If tarpaulins or other material is used,the ends shall be left open for ventilation.Plastic is not recommended,since it can trap moisture. HOISTING ALL TRUSSES THAT ARE ERECTED ONE AT A TIME SHALL BE HELD SAFELY IN POSITION BY THE ERECTION EQUIPMENT UNTIL SUCH TIME AS ALL NECESSARY BRACING HAS BEEN INSTALLED AND THE ENDS OF THE TRUSSES ARE SECURELY FASTENED TO THE BUILDING. AVOID LATERAL BENDING so° or less 60° or less Appro.imetety �,/ -.� Tagline SPECIAL DESIGN REQUIREMENTS Tagline �upto30fast �°�feB1 Special design requirements,such as wind bracing, portal bracing,seismic bracing,diaphragms, Truss sling is acceptable where these criteria are met. i shear walls,or other load transfer elements and their connections to wood trusses must be considered _ separately by the building designer,who shall determine size,location,and method of connections for j all bracing as needed to resist these forces. SPREADER BAR UNLOADING & LIFTING SPREADER BAR TOE IN TOE IN s AVOID LATERAL BENDING TOE IN TOE IN Ap — truss length _I A /=to'h up to 6 truss 0 feet^,II truss length up to 60 feet Tagline Tagline — Use spreader bar in ALL other cases.It should be noted that the lines from the ends of the spreader bar"TOE IN";if these lines should"TOE OUT"the truss may fold in haff. Q STRONGBACK/ STRONGBACK/ .' SPREADER BAR SPREADER BAR NEVER HANDLE TRUSSES FLAT Approz.'hto'/. I Approzl/=to' Beginning with the unloading process,and throughout all phases of construction,care must be taken F��; truss length �"�'1 I tru`ss length ---'I to avoid LATERAL BENDING of trusses,which can cause damage to the lumber and metal connector over 60 feet—+' -II oar so feet plates at the joints. Tagline Tagline USE SPECIAL CARE IN WINDY WEATHER. For lifting trusses with spans in excess of 60 feet,it is recommended that a strongback/spreader bar be used as illustrated.The strongback/spreader bar should be attached to the top chord and web members IF USING A CRANE WITHIN 10 FEET OF AN ELECTRIC LINE.CONTACT THE LOCAL POWER at intervals of approximately 10 feel.Further,the strongback/spreader bar should be at or above the COMPANY. mid-height of the truss to prevent overturning.The strongback/spreader bar can be of any material with IF USING A CRANE WITHIN 5 MILES OF AN AIRPORT,CONTACT THE AIRPORT 30 DAYS PRIOR sufficient strength to safely carry the weight of the truss and sufficient rigidity to adequately resist bend- TO ERECTION TO LEARN ABOUT ANY SAFETY REGULATIONS THAT MUST BE FOLLOWED. ing of the truss. TION PROCESS I WEB MEMBER PLANE.NT BRACING,AS SHOWN, DO NOT USE SHORT BLOCKS TO BRACE IS CRITICAL IN PREVENTING TRUSSES FROM INDIVIDUAL TRUSSES WITHOUT A BEGINNING THE ERECTION LEANING OR DOMINOING.REPEAT AS SHOWN TO SPECIFIC BRACING PLAN CREATE A SUCCESSION OF RIGID UNITS. DETAILING THEIR USE It is important for the builder or erection contractor to provide substantial bracing too the first truss erected.The two first more X-bracing trusses making up the rest of the first set are lied to and rely upon the first truss for stability.Likewise,atter this first ser of lateral bracing trusses is adequately cross-braced,the remaining trusses installed rely upon this firs(set for stability.Thus,the perform- Continuous - - ante of the truss bracing system depends to a great extent on how well the first group of trusses is braced. GROUND BRACE-INTERIOR Web members I' 15' GROUND BRACE-EXTERIORory method where max. max. One satisfactory method ties the first unit of trusses off to Another undconditions lfprohib t bracing from 9the oexterior n s to a series of braces that are attachetl to a stake driven into 9X-bracing should be installetl on vertical web members the ground and securely anchored.The ground brace tie the first truss rigidlytin place from the interior at the wherever possible,at or near lateral bracing.Plywood itself should be supported as shown below or it is apt to and floor level,provided the flat is substantially completed sheathing may be substituted for X-bracing. buckle.Additional ground braces in the opposite i irec- securelyfastenthe rtle of fat irussorting hto She middle of he buroun bracing ild- tion,inside the building,are also recommended. ing Brace the bracing similar to exterior ground bracing `cg Web members Note:Locate ground braces shown at lett.Set trusses from the middle toward the end pts Brace the BRACING REQUIREMENTS USING THE for first truss directly in line bracing e�N�"0 SAME PRINCIPLES APPLY TO with all rows of top chord con- of the building.Properly cross-brace the first set of truss- PaVee�a tinuous lateral bracing(either as before removing floor braces and setting remaining PARALLEL CHORD TRUSSES I or Permanent). trusses. !2nd,3rd&41h trusses \ r First truss 2 X 4 minlnlUnl Temporary support wall ` d or temporary scaffolding Bottom chords / (helps when installing i long clear span trusses) 45" First truss to be well Note:Top chords and some web members are not braced before erection shown,in order to make drawings more readable. Ground brat of additional units, g zp � STACKING MATERIALS Brace the bracing Ground bracin A Bearing for trusses Latera ox°�9 DO NOT PROCEED WITH BUILDING COMPLETION UNTIL Ground stakes Minimum Two 16tlwea ALL BRACING IS SECURELY AND PROPERLY IN PLACE 0 Double Headed Nails `L hp1 ¢ Platform must 7; 20 minimum size be rigidly braced O- This level represents „ u era e�ayonae:�o g�o""a a+a�: ground floor on single U nelratlon slop,applications &Q Iy Chord _N SE INADEQUATE SIZE OF BRACING MATERIAL OR INADEQUATE FASTENING IS A MAJOR CAU OF ERECTION DOMINOING. .1 Proper distribution of construction materials is a must TT ERECTION TOLERANCE NEVER STACKMATERIALSBRACE UNBRACED OR INADEQUATELY BRACED TRUSSES during construction. Length Length�l Acceptable 7— against out- Length side load Lesser of Length 16'to 32' =1" bearing wall 0/so or 2' Length 16'to 32' =1' Length 32'&over=2" Plumb Bob Length 32'&over=2' Acceptable L Complying with erection tolerances is critical to achieving an acceptable root or floor line,AND TO ACCOMPLISHING 'd& bearing wall over load ,L EFFECTIVE BRACING.Setting trusses within tolerance the first time will prevent the need for the hazardous practice of Q respacing or adjusting trusses when roof sheared nand create coma alive strns am essesrusses leaning or bowing on the bracing,which is a frreq fran equent cause NEVER STACK MATERIALS NEAR A PEAK W to miss the top chords when sheathing is applied IZ of dominoing.WHEN SHEATHING,MAKE SURE NAILS ARE DRIVEN INTO THE TOP CHORD OFTHE TRUSSES. Q X BRACING � W O Always sack materials over two or more Musaes. W i NEVER STACK MATERIALS ON THE Not to exceed d,'0'maximum from bearing O CANTILEVER OF ATRUSS 4i.-- 1 40" Z tHEM n DO NOT INSTALL TRUSSES DO NOT WALK ON DO NOT WALK ON TRUSSES ONTEMPORARILY UNBRACEDTRUSSES OR GABLE ENDS LYING FLAT CONNECTED SUPPORTS Q Roofingand mechanical contractors are cautioned to W All anchors,hangers,tie-downs,seats,bearing ledgers, �of nailing*n� singple stack materials only along outside supporting members etc.,that are part of the supporting structure shall be ss or directly over Inside supporting members.Trusses areaccurately and properly placed antl permanently not designed for dynamic loads(i.e.,moving vehicles)attached before truss installation begins.No trusses NEVER OVERLOAD SMALL GROUPS OR Extreme care should be taken when loading and stacking 4911 shall ever be installetl on anchors or lies that have tem- construction materials(rolled roofing,mechanical equip- direc Of ce porary connections to the supporting structure. directionSINGLE TRUSSES.POSITION LOAD OVER ni etc.)on the roof or floor system. NAILING SCABS TO THE END OF THE BUILDING TO o>force AS MANY TRUSSES AS POSSIBLE. recti naillnQ BRACE THE FIRST TRUSS IS NOT RECOMMENDED. _ All nailing of bracing should be done so that nails are WELL NAILED Sleeps NAILS IN WITHDRAWAL driven perpendicular to the direction of force,as shown (PERPENDICULAR TO FORCE) (PARALLEL TO FORCE) atright. BRACING REQUIREMENTS FOR 3 PLANES OF ROOF Panel point Sleepers for mechanical equipment should be located at Temporary erection bracing must be applied tc three planes of the roof system to ensure stability:Plane 1)lop Chord panel points Qoinis)or over main supporting members, (sheathing),Plane 2)Bottom Chord(ceiling plane).and Plane 3)Web Member plane or vertical plane perpendicular to NEVER CUT ANY STRUCTURAL and only on trusses that have been designed for such trusses. MEMBER OF ATRUSS. loads. 1)TOP CHORD PLANE.Most important to the builder or 5)BOTTOM the bottom cord,tempo�aryfbrac ng is too- election CAUTION NOTES erection contractor is bracing In the plane of the top P g chord.Truss top chords are susceptible to lateral buckling ommended on the top of the bottom chord. before they are braced or sheathed. Continuous Chord memers afetal bracing Errors in building lines and/or dimensions,or errors by others shall be corrected by the contractor or responsible con Top Web b - Web struction trade subcontractor or supplier BEFORE erection of trusses begins, f normal erection and shall be done by the builder or erection con- Continuous lateral Continuous Cutting of nonstructural overhangs is considered a part o bracing lateraltractor. racing bBottom Chord Bottom Cho Diagonal racing„ Minimum 2x4-10' 6 lateral bracing lapped Any held modification that involves the cutting,drilling,to relocation of any structural truss member or connector plateshall Minimum 2-4x10' over two trusses at not be done without the approval of the truss'manufacturer or a licensed design professional. lateral bracing lapped (O 10" each end. The methods and procedures outlined are Intended to ensure that the overall construction Techniques employed will put floor and roof xpe- over two trusses a sensed each end. Vanxsceeso3 eadingea olhnical p completed the wood Vuse industry,but must,due to the nafor bracing ture etof resprueses onsibilities tiesginate ro h toll f A America only as a GUIDE for use by a qualified building designer,builder,or erection contractor.Thus,the Wood Truss Council of America expressly disclaims any responsibility for damages arising from Me use,application,or reliance on the recommendations antl Inbrma- lion contained herein. Selected text and figures referenced or Truss reproduced 45` 20'• from HIB and DEB by permission of the Truss Plate Institute,Madison,WI. Connect antl 20'• of bracing to rigid Not to scale. support or add diagonal Diagonal bracin bracln>�at approximately 20' WOOD TRUSS COUNCIL OF AMERICA repeated every 20'at inferva s(repeat at both ends).' One WTCA Center 45`angle to trusses' TM 'Long spans,heavy loads or other spacing configure- 6300 Enterprise Lane EXACT SPACING BETWEEN TRUSSES SHOULD BE tions may require closer spacing between lateral brat- Madison,WI 53719 MAINTAINED AS BRACING IS INSTALLED to avoid the ing and closer intervals between diaggonals.Consult the 608/274-4649•608/274-3329 fax removing g ) p building designer or HIB antl DS B(Recommended WiCa�WOOd1fUSS.COR1•WWWWOOdirUSS.00171 hazardous practice tig spabracing to indust s ac- ing.This act of"adjusting spacing"can cause trusses to plate Connected Wood Trusses)rfor details.9 of Meral- topple if connections are removed at the wrong time. Copyright CI 1986-2000 Wood Truss Council of America DIAGONAL OR CROSS-BRACING IS VERY IMPORTANT!