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Permit 390 Main St (vault) ADDRESS BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB � 9- 5' J FRAMING ( _1 7 COVER-UP 7 INSULATION S 7 FINAL BUILDING/ 7 CERTIFICATE OF OCCUPANCY 7-1-7-9 ELECTRICAL PERMIT # 1 INSPECTIONS ROUGH FINAL �-��-9 MECHANICAL PERMIT # PLUMBING PERMIT # 9 s-`7 -�� NOTES : Oaee Reser y r / off OP ce of .42 t� 9 M w"er JOb A � O`T I Off%i an,8 s caress A M NSAfi d/ Re ntng fnsufa qnn� C7 C �r��t yjq Q Sa°pt;�C'�FTLe /G7 /� n, ante � ti l" r tns'°eCtiq tnspQctor n Mcrae Tues C Pilo 4'q� 9 df pgte A FgoyQ �MBj Ao /OM T Q He hors M pre dab ce Q Pi firiaaY Q ndi to CQrtifi°dtegtign A'M o Ddte of ac opanCY CITY OF ATLANTIC BEACH, FLORIDA i( 9q17 Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:__',, IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: M ER ELECTRICIAN SIGNATURE { JOURNEYMAN NAME �/�'E .�e�_L°/We ADDRESS:3/O / �l .��� _ RFD BOX BLDG.SIZE BETWEEN: RES. ( ) APT. ( ) comm. ( I PUBLIC,(G) INDUS. ( ! NEW ( ! OLD ( ► REW. 1 1 ADDITION ( ) TRAILER ( I TEMP. ( ) SIGNS ( I SO. FT. SERVICE: NEW ( ! INCREASE ( I REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ( ) ALUM. ) 1 SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE 000 AMPS PH W �� VOLT v `RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL _ 0.90 AMPS. I31-100 AMPS. SWITCHES::� INCANDESCENT FLUORESCENT &M. V. FIXED b.100 AMPS. OVEn APPLIANCES BELL TRA SF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PNS NO, I II.P. VOLTAGE PHS MISCELLANEOUS rcar , TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN — FORWARDED TOTAL FEES _ CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMiP 01*.`' , LOCATION INFORMATION Permit Number: 19417 Address: 390 MAYPORT ROAD Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section: 0 Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 0.WNER:INF©RM%4TIO Date Issued: 1/05/2000 Name: FLEET RESERVE ASSOCIATION Total Fees: 35.00 Address: 390 MAYPORT ROAD Amount Paid: 35.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 1/05/2000 Phone: 904)246-6855 Work Desc: WIRE FOR HVAC CRAWFORD ELECT. I PERMIT 35.00 FINAL ELECTRIC i I i NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER,CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $35.0014 v^^ Date: 1105/0001 Receipt: 8023993 CHECKS 1996 ATLANTIC BEACH UILDI�V_ EPT. 00100003221000 BUILDING AND ZONING fNSPECTION DIVISION CITY OF ATLANTIC BEACH A7i_ANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Addrass: d OF Intersecting Streets: Between ;2L"4y -:S,-7 /I,/ And BUILDING 5ub-division II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work ,s described in H,e statement we hereby agree to perform said work in accordance with the ettac"d plans and specifications which are o sort hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor (Print) Master Name of J' Property Owner �.eiti �'q} Signature Owner � Signature o or Authorized Agent Architect or Engineer III. GENERAL INFORMATIO A. B. Typo o heating fuel: IS OTHER CONSTRUCTION BEING DONE ON /� Electric THIS BUILDING OR SITE? 14 ❑ Gas—Cl LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO EE INSTALLED NATURE OF WORK (provi a complete list of components on beck of this form) i ! Residential or `.r Commercial eat ❑ Space ❑ Recessed tel Gentrol ❑ Floor �existing New Building Air Conditioning: ❑ Room a Control Building ClDuct System: Material Thickneu Replacement of existing system Maximum capacity c.f.m. ❑ New installation(No system previously installed) CI Refrigeration ElExtension or add-on to existing system El Other — Specify [3Cooling tower: Capacity g.p.m. ❑ Fin sprinkler: Number of heads_ ❑ Elevator ❑ Manlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) (Reeeiwd) ❑ Tanks (number) Remarks ❑ LPG container (number) ❑ Unfired pressure vessel 13 biles Permit Approviad by Date - C3 Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT �+ �Y Approving s Number Unite Description Model Number Manufacturer cY fDNl3>F Sc2 ,9f! STT TiA 09t7.+3aV.4 7 HEATING ' FURNACES, BOILERS, FIREPLACES Capacity Appel Number Unita Description Model Number Manufacttiuor (BTU) A SUICY off- aZ 14V zf6 7%yF,069 34oA eti 'zm TANKS How Many Nowinal Capacity TYPO Liquid Name of Serial Approving and Dimenzions Contained Manufacturer No. Agency s CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 r PERMIT INFORAIIATIOI+�k ,,.; , . ': t"�:tOGAT10 �INFORMA�TIOhIf . .. Permit Number: 19415 Address: 390 MAYPORT ROAD Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section: 0 Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: -" st?WNEE iNFORMkTIQI = Date Issued: 1/05/2000 Name: FLEET RESERVE ASSOCIATION Total Fees: 57.00 Address: 390 MAYPORT ROAD Amount Paid: 57.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 1/05/2000 Phone: (904)246-6855 Work Desc: REPLACE CONDENSERS AND AIR HANDLERS .m. B&G SERVICES PERMIT 57.00 I i FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $57.0014 Q— Date: 1/05/09 01 Receipt: 8023952 CHECKS 14175 ATLANTIC BEACk BUILDING DEPT. 00100003221900 Ask A; Q .ego- M —S- -- - - - - - - - - - - - - - - - - 12 - - - - - - - - - - - -2 l w i 6 /2 I 5 i 4 3 1 2xx- ! / , r r i I q I� I� i { fes=q0 I ��"= 9/ i ��= q/ I f'�-�9 I �f=•f,3� I �f- 9/ I �f. =q.�" I MAIN TREEr I I - - - - - - - - - - - - - - - - - - �- , tom - - - - -- - — - — - — - — - — - - - - - - - - - - - - - - - - - - ! I t 1 CITY OF ATLANTIC REACH TREE REMOVAL APPLICATION All 60WItNions must be received by b P.M. an the MONDAY prior to the admdulad I Q In aider to be 01med on thg agenda for eons[deratton INCOMPLETE Aeftl"TIONS WILL NOT BE PROCESS "'D. i. LLlkF� C(�,.,. .G 3r 3t�0 APPLICANT NAME ADDRESS TE HONE *e Y--, a 3 2. Lar & BLO-CK 124 , SECTiOnI "H" - ATLAt,)TIC (3EAGN ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL S. DESCRIBE PURPOSE OF TREE REMOVAL: ' Ad I ow 4. SP CIFY TREES PROPOSED FOR REM ALA FOLLOWS: NUMBER SPECIES DIAMETER (DSH) CONDITION I WATER DAK (P" 3 PlAle5 44" (TorwI-) 5. TOTAL NUMBER OF TREES TO BE REMOVED: S. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: $d 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) ZZ 4WjA.0011 t e tarricaded ®aic k AA� a mimmcrn o eac tree. Barricades Tisa ue int 1,i E3FFORE Tree e tial Approved as Noted site clearing and remain In place during J;1-'Sy DateI' & ALL phases of construction." r n• r•nn • nil nn. F.r ne I n7' _114 L1 rn^r 1+,-7, 1 "1 1U')Q 'l l N InWU I I T') i t ATTACH SITE PLAN INDICATING THE FOLLOWING: e) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c)Tree protection zones as applicable d) Location. DBH and species of all trees with a DBH of six inches or greater b) Location, DBFI and species of all trees with DBH of less than six Inches proposed to be used for mitigation f) Specify trees of unique or special character q) Each tree proposed for removal clearly marked with a W h) All existing and new trees proposed to be used for mitigation clearly marked with brackets `[ I* 1) Location of utilities, easements'and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY-M SURVEYORS RIBBON. 10, ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MU gT BE CLEARLY MARKED ON SITE BY BUM SURVEYORS RIBBON. 11. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSEo. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: r---OCANTS SIGNATURE DATE ,r"ERS SIGNATURE DATE APPROVED : TREE CONSERVATION BOARD CHAIRMAN 04TE �n• 1 r nn' nAl nn• }.T n I n7 Ir;Lj rnor 1 "7 • nki '17 1 W)0 I I N '1'11x1..1 1 I T I MAP SHOWING SPECIFIC PURPOSE SURVEY OF LOT 6, BLOCK t2¢, AS SHOWN ON MAP OF SECTION H ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: NORTH FLORIDA CLASSIC HOMES BEARING REFERENCE: N 01'22' W FOR RIGHT-OF-WAY LINE OF MAIN STREET PER ABOVE MENTIONED PLAT. NOTE: .THE SPECIFIC PURPOSE OF THIS SURVEY IS TO SHOW THE LOCATION OF ALL TREES WITH A 6" DIAMETER OR LARGER. NOTE THIS IS NOT A BOUNDARY SURVEY. LeVAI E��JAtta (-7.3-0-oPAV'T ---°--.-(7• t°� pRoRoS�Q MAIN STREET (50' R/W) S01*22'00"E 50.00 270.0' 8 P N W 16" PI 10" WATER OA r,, 6" R OAK�O � o co O O Lo 7.7 �,g' PRoPoSED V) �? SIF ©N..IEL.LIOG ,c9 �`� W F. F. L. 43,0 R>r tt O Lo a w '04 O O J Ob 15" PINE 15" PINE O c m co C4 Lo O O 0 0M0 J 00 Z �-- 17" PIN Z 15" PINE O J B L O C K A-7 4----- .4 PATIO 11" DEAA0AK 1.0)1 a 50.00' S01*22'00"E L 0 T 1 L 0 T 5 L 0 T 6 B L O C K 1 0 7 B L 0 C K 1 2 3 "PRO rEC rED„ TREE5 4p WAr,*R OAK /J9 461F )?C-MOVeD 10I f INS G"0/7K tits" PINE 7`nfA� Ig" pIIJp- 44" ei#4E AMENUE, I (,- 2& - 94, rd SA10W E4EVi4r/OA16 I HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS LEGEND: THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17-6, a FD. CONCRETE MONUMENT FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472027, FLORIDA STATUTES), AND FURTHER 0 i/2' FOUND IRON CERTIFY THAT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN 0 1/2. SET IRON - L13 1704 B.R.L BUILDING RESTRICTION LINE FLOOD CERTIFICATE:THE LOT SHOWN HEREON CLARSON AND ASSOCIATES INC. A CENTRAL ANGLE IS IN FLOOD ZONE "X" AS SHOWNR RADIUS ON THE FLOOD INSURANCE RATE MAP, COMMUNITY 1643 NALDO AVE., JACKSONVILLE, FL., 32207 L ARC LENGTH PANEL NO. 120075- 0001 D DATED 4-17-89. CH CHORD P.C. POINT OF CURVATURE . P.T. PONT OF TANGENCY SURVEYED APRIL 15 1995. P.R.C. POINT OF REVERSE CURVE SCALE: 1" - 20' FD' FOUND REGISTERED FLORIDA SURVEYOR k MAPPER NO.4487 R/W RIGHT-OF-WAY FIELD BOOK 555 PAGES 6 67(r"ss) JOSE A. HILL JR. 0V FAQ RECORDS VOLUME 56v7 t4 1 LIE✓. Tattf, to Of._ exiavttlaxu (gitg of .Atlantic"isc ll — foribn Department bf Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification SingleFamily Residence Bldg. Permit No. 13696 Group )W frame Type Construction Sf Fire District Atlantic Beach Pulte Home Corp. 809-1 Phillips Highwa Owner of Building Address 1.1 VT � A Building Address 330 Ma Street LocalityAtlantic Beach, FL 32233 By: DON Q. ?FORD Building Official Date: L- L POST IN A CONSPICUOUS PLACE V UtC CITY OF Office cf Building Officia j / S m REQUEST FOR INSPEC ©N1 Date_____— permit No. _ — 7ime A.M, Received RM. _ Job Addres '-7) ty Owner's i/ dame_ _Contractor QUI' D NG ._...___> CONCRETE i`ELECTRICAL� PLUMBING } ECHANICAL Framing Footing Rough tNising Rough Air Con . Re Roofing Slab Temp Pole Top Out Heating Insulation Unte{ Final Sewer -. Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday RM. A.M. Inspection Made — — __. ns c[or � Final Inspeo OF (}fflC O� njd g �6�4Ct`ei _ �'UES s C a rtq �t c, ^CTR°C��_ � Name CItCRET6 �augb Jd"r.n �m ;Tp. SUtI.DI;�G _ Footing � stab i~Ir,al Rooting na bnte4 RE'��Y FOR R INSPEGTIO 1 _ FridaY- Re nsulation Thurs N1ed. ��nsS� ctior� Mon. Occup cy iMade n:p, _ BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CIT Y OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 7-18-97 Building Contractor: Pulte Homes Building Permit Number: 13696 Address: 390 Main Street Legal Description: Lot 6, Block 124, Section H 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 T singe family n? r Lowest Floor Elevation: 9. 1 9.2 ' required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire, n/a Public Works 7/16/97 7/16/97 PNj Planning 7/18/97 Building 7/18/97 FLOODPLAIN DEVELOPMENT INFORMATION Location:: 0 "VA . Type of Development: ' e < Flood Zone: x Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made .AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the prop ed development. Date 3- 0 4` g 7 Applicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation 2- Survey Filed with Building Department 2 �--- �_ Building Department Repr sentative DATE PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32-202 THE FOLLOWING FINAL INSPECTIONS ) HAVE BEEN MADE AND ARE SATISFACTORY : / q3� -X90 ''- - =t=------------------------- -- - ---------------------- -------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc: FILE 054 P02 3UL 22 '9r7 14:00 MAF SH WING BOUNDARY SURVEY OF LAT 6, BLOCK 124, AS SHOWN ON MAR OF SECTION "H" ATLANTIC BEACH. AS RECORDED IN PLAT 900K 18, PAGE 34 OF THE CURRENT PU13UC RECORDS OF DUVAL COUNTY, FLORIDA. 9EAft4 N Ot 22 IN FOR RWrifT - Y LINE OF MARL MEET PER MEN PLAT. NOM ELEYAMON5 THUS 9,8 AND REFER TO NATIONAL WAXIM VERTICAL DAIU10 OF 1929. MAIN STREET (50' R f W) SOA'2rOO"E ' r 50.00, W 270.0' 8Oe v ;� N t— ti Nj M O +• ..CSE::, B L O C K :4 'pwno 1 2 4 (LS 4707) 50.00' _! T• S01*22'00"E L 0 T I L 0 T 5 L 0 T 6 8 L 0 C K 1 0 7 8 L 0 C K1 23 ------------- 07W: FpuND AU IRONS -7- /7.97 fO1+D Ott Gto�S fOclA/OAT/mil fdRs/EY �'�� 9 yY RE9 F OMC FO.mom i yBY COMY THAT THIS SlH1YEY PERFORMED UNOER tfili+i�1 017-6, ■ FO.COWME E"ON-EN' THE MOMMUM I-DWAL STANDARDS FOR LMS �INi F ANE OOOE(KIRSUANT 10 SECTION UPON TFR SUBJECT PROPER, ANO TAS 9H0MI O , •sE-FOUND,ROH 1704 OMTIFYA THAWT T�ARE NO V1ME ENCROACHMENTS IM A ANGAEC WrE p Ctl177tA1 ANGLE FUM ('M7 �..THE LOT 9NOYM /VW 3A OOR RJ 1S tmON 13 IN FLO ,TONF Y ES 31+OM4VM.LE. (na ,'31107 l ARC 40rOTN ON TiE FLOOD IN'J1MlANCC RAT[YAR, Cp1YlM,tt I CN PONT PANQ N0.120075-0009 ORD OATEO 4-17-99, P,C. PPONT Oi gAtY10URE P.T10.. POINT OF TANOENC`r .SttRvm__xe 1996. R.R.C. PONT FWND OF wyaw CVRYE SCALE. 1' s 10 O,R, OMO&FXW-oPRECO REQSTERED iIORIDA 3URYEYd1!YAPPttt Naar97 O.R.Y. OFF1Ciht ACCORDS VOLUME x— FIELD BOOK—W PAGES ALA87 jow A WLL JR.. �6 R,j,1000 l cA W�FFI NNCE) y t4 25 j JUL 22 197 13:07 CLARSOM 053 P02 I MAP SHOWING BOUNDARY SURVEY OF LOT 6, BLOCK 124, AS SHOWN ON MAP OF SECTION "H" ATLAN11C BEACH. AS RECORDED IN PLAT SM 10, PAGE 34 OF TW CURRENT PUBRJC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: NORTH FLORIDA CLASSIC HOMES BEAMIO • N Oil" W FOR 90KT--OF-WAY LINE OF MAIN STREET PER HOVE MENTONED PLAT, NO ELEVATIONS SHOWN IMUS: 0.0 AND RUM 10 NAIIONAL GEODETIC V%RTr.AL DATUM OF 1924. MAIN STREET (50' R/W) S01 822'.0 50.00' W W � 27ao' r _Q q N 6c' �o SC I ! O O -+ cQ cV �. ` a`. O � CO J ` 40Z 1L• 9 70.5 zv,p � r3.S• � 8 L 0 C K �y .. T1g 1. 2 4 0 4707) 50.00' y Sol 72 00M E, LOT i kECEIVED L 0 T 5 L 0 T 8 1 9 L 0 0 K 107 8 L O C K 1 2 3 .411 2 2 1997 ItY of Atlantic Beach A WAI. 6AW�'Y -/• /y.97 Building and Zoning NOTE: Fp(/No ALL //�OArS AOLIAWANOW 591*VEY' (v•/&- Norte; &AMAW AK /A+AIvjr. I MMY CERTIFY 1TMFAI TNIS 5URVEY.PEED Np�q MY R[SPONSIBLE OECTION MF>:TS LF,�`- 'TIR:.MWNUM TECFMICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE 1MIH CH tER 91G1T-e. ! FO.CONCRETE MONUMENT FLORIDA AOMRM;MA71VE CODE(PURSUANT 1D SECT" 472027.FLORDA STAIU9). AND FURINER ! 1/r cOV11 q*0" CERTIFY.THAT;%M ARE NO VISIBLE ENi;ROACNAEN*M UPON.IME SUB.B:CT PROPER tXCWT AS SHOWN. 0 1/2•SEi IRON-L8 1704 �y��.�� B.R.L. OUI DWO RESTRUC71ON LINE FLOW OkT*1W 1--THE LOT smow ��yV, ����//yy�� G C&TRAL ANOLE HEREON 14 IN"OD Z ME Y AS$HOW Vt.F�Fft7Vl� AND Al INC• R RADIUS ON THE FLOOD INSURANCE RAZE MAP,COMMUNITY `1843 NALGO AVE.. F4.32207 L ARC 1ENCT11 PANEL NO.120075-, 220 p DAM 4.17-m. ON CHORD P.C. =T OF CURVATURE SURVEYED,�=TJ'ItABER .10 . 1996. / • P'A' PdRNT oP TANGENCY P.R.C. POINT or REVERS[CURVE ItoSCAyE; 1" . 20 R/ POUrb REWWRED FLORIDA SURVEYOR•MAPPER NO.;b7 OA. R1110AL.-WAY FIELD BOOK S PAGES 67 ,JOSE A. MILL JR. 0 x oFrlu CEvawE 5�4 J 25 (wTN T1Es Tv FAa ar FENCE) CITY OF 1*&&tie Veacd - '&uda 800 SENIINOLE ROAD ATL-NTIC BEACH, FLORIDA.3223.3-6445 �`-- TELEPHONE(904)347-5800 FAX(904)247-5805 SUNCOM 852-5800 NOTICE TO: Water Department FROM: Building Department DATE: / Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address 3 90 y?'llczvri D D Sincerely, Building Department M A R - a 5 - C-31 -7 T U E 1 Z : 1 S 0 P _ 0 Z AN OF LOT �► . .. AS SHOW ON MAP of AS ACCOMM IN PxA'!r eaox„r PA4�0� �.,, �,"�,it nniy�� -V ��IEN�' Pl ('kEC0RbS 0004 COUNTY, IMOPI A, __ wit t ��►S. :`.OIT "lam MPLAT. MAIN STREET (50' R/W) «Aw 5 � .00' 270.0' to 0 %-.0 6i Of j w 0 u� lS1 cj 5 i.; ++► 0 p 4 to 04 'ok a r-- ��- 5.a 1 - 00 .A to d0 C z _ a PATIO G cl ( I F All so-00, ` S01 "22`00 E L 0 T i L. 0T 5 LOT 6 BLOCK 107 8 L. 0 C K 1 2 3 MOC- APffM0v,41. Pe,?,41 r , AR4144 rltod '� 5tID ''ARON IS'1�4 FLOOD •, PREPARE© 8Y. ZONE•,,. ,,,,,,.,. A9IntiaN•"lily:kYtpQ4 !'I1$t�IAN� f2A M4, u >� No. t2 tr o w►�y .'AF S�Dt �KNa ASSOCIATES, INC. 19 7. PROFESSIONAL LAND SURVEYORS ' 1843 NALGO AVENUE SCALE: «. 2,0 JACKSONVILLE. FLQRIOA, 32207 �y�'.'"Tom'•�'.�. u f ' PSR4W 19 , " x DEPARTMENT OF SUI,L DIN ` CITY OF ATLANTIC SEACH�4,c) PERMIT INFORMATION ------w LOCATION INFE?RMA71-O t ;- -148I39 Address s 360 MAIN STREET 1~' rmit Typ*:MECHANICAL ATL TTIC BEACH, FLORIDA 32233 ----- LEOAL DESCRIPTIOI�i ' :-Constr. TYFe:WOOD FRAME Elock: 124 Lot - 6 Twp'. a Or*posed," UB"e.4*`S,k ( LL FAMILY Fs+� �i do r . Q subs :3 4" 0 Dvol`l ings: 0 Suhdiv sion:SECTION H Esta us"1ue; lmprcay. Cost : 0.OAD Tot-al: IF ` 43 .00 Mount 43.00 a AT AF T ��- 10" - «� ,� � ��. � ..... APFLIC,AT10N FEE Nome,* 4 AT1Ct I�LRkTT 43.001 A+ dr. 834 IGHWAY #14 L CH , FL 3 2 ' r, Ph-on y "" Phot fir' i f Name: .MCSAT, 1140 A r,:­ '8"5'0­`­-c'044S �.w . . . . ., O 'E 'LOi I'I? 32tI 7 L E � � p: � ra'IA aaaq NOTES: I -j I , @�IOTICEI--ALL CONCRETE FORMS AND FOOTINGS MUST Be INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE. E3UILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE.AND MUST BE CLEARED UP ANty HAULED AWAY SY EITHER CONTRACTOR OR OWNER `TAILURE TO COMPLY' WITH THE MECHANICS' LIEN LAW SAN;<RE�ULT IN HE PROPeRTY C�1�/NER PAYING TWICE FOR SUIL61kG IMPROV EMENT . RUED ACCORDING TO'APPROVED PIANS WHICH ARE PART OF THIS PERMIT AIUD SUBJECT TO REVOCATION FOR VLATION OF APPLICABLE PRG3yISlOiS OF LAW. 1 _.#, BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, ^LORIDA 32233 . APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address:_ OF Intersecting Streets: Between And BUILDING Sub-division � / �� - �� 11. IDENTIFICATION —To be completed by all applicants . In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein. None of Mechanical McGowan ' S Heating & Air— Contractors Contractor (Print) Cond. Inc . Master CACO-18970 Nance ofM—4 8 Property Owner Signature of Owner f 0, Signature of or Authorized AgentL j Architect or Engineer 111. GENERAL INFORMATION A. TTyp/*of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON Electric THIS BUILDING OR SITE? GjcP/ ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ OR PERMIT 3 (O.7 ❑ Other — Specify IV. ANCHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK e (Provide complete list of components on back of this form) ` Residential or O Commercial Heat ❑ Space ❑ Recaued )d�entrol O Floor New Building Air Conddioning: E3 RoomSental O Existing Building Duct System: te Maria p Thicker„a __ _ � Replacement of existing system Maximum eap�icity o e,f-m, ',_5—_ New installation(No system previously Installed) O Extension or add-on to existing system ❑ Refrigeration C3 Other— Specify ❑ Cooling tower: Capacity g.psn. ❑ Fire sprinklers: Number of heads_ O Sanrefor O Menlift ❑ Esceletor (number) THIS SPACE POR OFFICE USE ONLY ❑ .Gasdins pumps (number) (ReaMdl h. Ts nkt (number) Remarks (3 LPG container (number) Q Unfired prouun vessel ❑ Boilers Permit Approved by Date ❑ OMer — Specify Permit Fe. LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Unita Description Yodel Number Manufacturer ('IOM) wA� HEATING • FURNACES, BOILERS, FIREPLACES 01116.0 NumbeUnits Description Mosel Number Maautactww capacity r TANKS Aon►Many N00049 Capseity Type Liquid Nano at Serial Approving and Dinuesions Contained 304mutaoturar No. Army 6/rz# CITY OF ATLANTIC BEACH, FLORIDA /5cl 5 Approved by---] APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: `, -7 19 �rI IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. MUM" end eryan Electric C4, EC-0001713 ELECTRICAL FIRM: MASTWgECTRIIGNiftURE JOURNEYMAN NAME_Pu-f 1e- 40MPS ADDRESS:_ �%U wU VW RFD BOX BLDG.SIZ1 @Q. • "'Ti ' 22- • � �BETWEEN: 19Wdr- /V RES.(&-'h APT.( ) COMM.( ! PUBLIC ( 1 INDUS. ( 1 NEW ( 1 OLDII 1 REW. ( 1 ADDITION ( ) TRAILERII ) TEMP. ( I SIGNS ( 1 SQ. FT. SERVICE: NEW� INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE Al AMPS 50 COPPER ALUM. SWITCH OR BRE KER So MPS PH W dVOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31-100 AMPS, SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. I OVER APPLIANCES i 1 9 BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA N0. IKVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED S TOTAL FEES CITY OF _% 4&6a4-c Beccli-49&J G / Office of Building Official ` REQUEST FOR INSPECTION DaterI Permit No. Time17 A.M. R ,n Job Address --Jlocal4y Owner's _ Name °- x BUILDING CONCRET ELECTRI `PLUMPaING MECHANICAL j Framing Footing Rough Wiring EL, _=Rough E, Air Cond. & ❑ Re Rooting Slab n Temp Pole p Out', Heating Insulation Lintel Cl Final f Sewer n Fire Place Pre Fab READY- R INSPECTION A.M. Mon. Tues. Wed. % Thurs. Friday 9 •'-✓ A.M. Inspection Ma P.M. Insoector Final Inspection Certificate of Occupancy E, Date ' Y DATE: �� N- 9-7 - PRE-SERVICE _7 / -PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: 5y 00 --------------------- 13g3�s� ---_-__-- - -- - - ----- - 15 ------------------------------------------------- Enclosed are the blue copies of the permits. S CERELY, 7 QifiL�. BUILDI G INSPECTION DIVISION cc:FILE CITY OF ATLANTIC BEACH, FLORIDA Approved Dy APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: / 19grI IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. � EC_0001713 mu4on and Bryan Sectric Co. 1.4.23 ELECTRICAL FIRM: MASTER EE I ,I E JOURNEYMAN NAME PU )`� OMPc\ *!1'lO•l�yC ADDRESS: �RJFDI BJOX BLDG.SIZE f BETWEEN: I��S' d' RES. 16- AFT.( ) COMM. ( ) PUBLIC l ) INDUS. ( 1 NEW( ! OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP.( ) SIGNS ( ) S0. FT. SERVICE: NEW 041 INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS /SD COPPER ALUM. f �,t� SWITCH OR RE K /5 M V PH 3 W 4 LT ACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE N0. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. I OYCR APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS �CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. N0. KVA I NO. lKVA N0. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN -- :: L L FORWARDED S TOTAL FEES f 0A 13to6og f" QUES� Foa,�s perrn`t �/J r� P.M• �ocairty t M�GNAN\GAL cel Gonna°_._ ptl}MB\N h NeaCi?\ s Pre Place Job B res R\GAS "(oP Out Fab n9 pE ewer p.M / RET pole Owner s/ ! NG �= SernP u GA Na ne Footrn9 Frn AGR\NSpE0\QN Th�rs. �ootrn9 \led MW -_ PP.M. G n 'Ileaj)o of to O Sues.. � / Gesritrca �j pate Mp° 1nsPectiton Made ('� tnsPector nCITY OF Office of Building Official �f REQUEST FOR INSPECTION Date _ / — _j Permit No. Time A.M. Receivgl _ r _ r �M Job Address Locality Owner's i Name �� - _ ,__Contractor _ l BUILDING CONCRETE ELECTRICAL i PLUUIBING MECHANICAL Framing Footing Rough Wiring `o h jC Air Cond. & Re Roofing Slab - Temp Pole F] Top Out - Heating Insulation C Lintel t Final C Sewer - Fire Place Pre Fab READY FOR INSPECTION AV .r Mon. Tues. Wed. Thurs. _> Friday _HM. 7 A.M. Inspection Made t� ____PM. Inspector__ Final Inspection C Certificate of Occupancy Date CITY OF Office of Building Official fir" REQUEST FOR ISPEC ON � � b Datep Permit No. _ Time A,M1 Received_, �RM. Job dress oca"ty Owner's - Name Contractor BUILDING (�--CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing -. '� — ---"F Rough`Hiring Rough F: Air Cond. & G Re Roofing r. Slab Temp Pole Top Out F. Heating Insulation _ Lintel Final Sewer ❑ Fire Place C Pre Fab READY FOR INSPECTION A.M. ! Mon. Tue1 Wed Thurs. Friday_ Y A.Pd. Irspection Made f _ __ P.P✓. Final Inspection Certificate of Occupancy Date -------------- CITY OF ,may w� Office of Building Official REQUEST FAR INSPECTION Dste y�__ _ _ Permit No. ,( Time r AV Received Jpb Address —__- --- -----LocaI � Ownerr s Name � _ —Contractor BUILDING CONCRETE ELECTRICAL MSI MECHANICAL Framino - Footing Rough Wiring _ Rough Air Cond_& _ Re R:,ofing _ Slab u Temp Pole Top Out Heating insulation Lintel _ Fina; _ 5ewlilCc d*dy Fire Place Pre Fab READY FOR INSPECTION ;;'nn Tues Wed, Thurs._ Friday _ Final Inspection Ccc-,pancy �-- w 7 2 .3te --- ---- —_ - - /CITY OF nn /3� k -"tZlLL�s ��. Office of Building Official w fv(- REQUEST FOR INSPECTION Date �" Permit No. r Time A.M. Received P.M. -71 f " -� PLJo -Address oi�lity tel_ Owner's Mame-- "^� `' Contractor BUILDINP.: CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring Ci Rough E Air Cond. & Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Insulation Lintel D Final D Sewer r Fire Place Pre Fab READY FOR INSPECTI Mon. Tues. Wed. Friday—PM- ,G -Z A.M. Inspection Made r PM Inspector_ Final Inspection LE Certificate of Occupancy C Date TRANSMITTAL DOCUMENT FOR JEA DATE: 6 -3- 97 The following permits have passed "rough" inspection: Permit No. Add�e,.�s11 Cs�: ! --r--- 199 Fjir%bcmeidx ex:o=xX:bxkue* Please update your records accordingly. Thank Xoir '"BUILDING CLERK CITY OF ATLANTIC BEACH /vcb P§fi•3644 23 D&ARTMENT OF BUILQI CITY OFATLANTIC i PERMIT" 'INFORMATION LOCATION £MRMATION Pa t Ii #nlarc 133 ddr STREET I emit °TyP .PLUMBIN A ANTIC BEACH . --FLORIDA 32.°x.33 " , aork',NEW -_ --_- --- LEaAL DESCRIPTION ION "o>nz r <! TyP 'WOOD PRAME �B 1 ock : 124 Lit : 5 Twp . opo Use-SINGLE FAMILY Sevtio : ' ubd. 4 R�s� Est. Value, 0 .00 I in Cost Total Fe 53. 50 �. Amount t *� � � 53 £1 1 t ,� IOIa, APP`LI+"A"CICN FEES IAm ATION P IT, 53; 50 A dr"` *-HIGHWAY #14 tir01 � � 1 t A. y RMA"TI Name'. 1L M S 1!iG Add r, ,. . #3 ►` I3I �w.. il'U° .. FLA, 32210 a r E xp w 'tGpS ,,qq NOTES: I i i 1 - i NOTICE ALL CONCRETE FOAMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING { PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEERIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CL UP AND HAULED'AWAY BY EITHER CONTRACTOR CSR OWNER � AILURE TO COMPLY WITH T'HE`MECHANICS' LIEN LAW AN RESULT IN T`HE PROPERTY GINNER PAYING TVI/ICE FOIA BU#L1N IMPROVEMENTS."' �AENTs 13UE© ACGURDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCIT#ON EOR. .. i VELA'!,ON-OF APF�LICABLE PROVISIONS OF LAW. � a i 01 ATLANTIC BEACH BUILDf G EPARTMENT 31 Iai, ' Imo! r CITY OF ATLANTIC BRACE APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 3LO l% �2 �e­t 4 I A-Q- OWNER OF PROPERTY: M BUILDING CONTRACTOR: 1 1 (7 PLUMBING CONTRACTOR DON HARRIS PLUMiulj\ rl r,n AND ADDRESS: P. 0. BOX 46-03 nuc '�s�:L�: �� �- •„ „ TELEPHONE NUMBER: (904) 772-0900 C F C - 0 19 19 44 STATE LICENSE NO: r TYPE OF BUILDING: TYPE OF WORK: A/zw HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS CZ LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS Cs�- CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PARS OTSER_ TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ I - = -------------------------------------------------------- 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 PSR-3044 DEPARt` VOT,OF BUILD044 CITY OF`ATLANTIC BRACH PERMIT INFORMATIONLOOT ONNOATION P m t Nu i ber « 13696 Addre : { MAIC STREET Permit Type:BUILDING . AT, STIC BEACH PLORIDA 32233 { ,Ctass of Work:NEW ---------I LEOAL DESCRIPTION ----------- pnst r . 'Type*WOOD FRAME Block-12.4: Lrat';.6 'T"v�a: C? Proposed use:,SING 9` FAMILY' Section: Subd: 34 Rng 0, 3 DweIIiriias : Subdivision:SEC"TION H Est , Value: 'O'.00 improv. c-as t 47 ,547 .00 Total Fe 3; 240 . 94 taunt s ` ,. 240 . Dat-4 s i Wtarka a PEg � TION - APPLICATION FEE I+IIAm + gAt F< :TION P �tIT 375..00 Adti BOA HSC�1'AY4 WATER .IM T FEE 410 .00 Phan 'A�f�`M °�� �" � �� IiO. z f IIRA.DON £SAS-H.Q.B. 5.19 C yrs N OST I Obi �K RADON CAB, 5 0 .2 B N, : PTJ t Ii CO, PORA'T I6 __- CAPITAL IMPROV , . m 325-,.,00 ITE14 ' ' ' ,SEWER TAE 0 .00 1AC K$6N r FLORIDA 32256 CROSS CONNECTION '35,00 �d i;µj - t vet uort� Li-c a cQC, 9 ��_. atp> - SEC H IMPACT: FEE �7 50'n 00 T I F S CO tBfi.SIFRC ; E` 4 91, SCIiAHOVA"TV:' "�" NOTES, NOTICE.--ALL coNcReTB FORMS AN©FOOTINOS MUSST BE INSPOtTED BEFORE POURING 0 00 PERMIT VOID SIX MONTHS AFTER HATE OF ISSUE r BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND,NAULED AWAY BY EITHER CONTRACTOR OR OWNER � LURE" URE TO COMPLYVITH`THE MECHANICS LIEN LAW CANRESUILT IN 'HE PRC I ERT t '#r 11 RPAYING TWICE FOR BUILDING, IMPROVEMENTS.": f " HOUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR NATION OPAPPLICABLE PROVISIONS OF LAW. Operat t 1`' Total Paryre�t t3�fiil,'�� ATLANTIC LEACH BUILDING DEPARTMENT Mp"ko 67Byc W7 41A ti I')e i r 1,in(,r i A, ,:i f* Co in in i i n i t.Y A f'f a i. r sSN . 71 if) ' J FNCY C01)F 1."OR 13UILPING C 0 N ST R 1)C'71 0 N FLORIDA I.,,Nf,:RGY EYF I C, FORM 000'A-93 ',-R(--s i d e n t i a I W h o I e R u i I d.i.n g P e r f o r inia n c Method A NOR'rit PROJECT NAME* . 1094BUTLVER : N F C AND A11PRESS : 110111 &�/J Y PFRM]_T1'TN("; CL T MATT, ('1-y"6tt 0 F.14-1 CE: -444444,-"�OA" Z 0 N F�1' -. 1 2 OWNER : __� S 4 t3L-1k14_-, ; 3 CL PERMI'J' NO , / 369�6 ; JURTSI)TCT110N NO ...;:)61 too . i . . CK 1 . N6i constrlicLl.ori, fr addition I . New Construction 2 . Single 'family detached or Multifamily attached 2 . S i ng] e-Fam i.I Y ... . .... 3 . If MulLifamily-No . of units 3 . 0 4 . If. Multifamily , -is this a worst case ( yes/no) 4 . 5 . Conditioned.. floor area ( sq . J.'.t 5 . 1094 . 00 6 . Predominant nave overhang ff I, . 6 . 1 . 33 7 . Porch overhang length (f.t . ) 7 . 0 . 00 8 . Glass area and type single, Pane Dolit).'le Parr? a. Clear Glass 8a . 98 . 0sqft 0 . Dos, qft b . Tint , film or. solar screen, 8b . 0 . 0sqft 0 , 00S(Ift 9 . FlOor type and insulat'ion : a. Slab on type (R-value , perimeter) 9a . R= 0 . 00 , 163 . 00 f 10 .Net Wall. type area and insulation :. a . Exterior : , 2 . Wood frame -(Tri.sulation R-val (ie) 1 0a-2 R= 1 1 . 00 , 923 . 00sqf b . Adjacent : 2 .area frame ( 'Insulation R-value) 10b-2 R=11 . 00 , 11 , Ceili.ng type area and insulation : a . Under attic (Tnsulat: jon. R-value ) I1a . R= 19 . 00 62 . 00st.If t a . Under attic (1'nsulation R-value ) 11a . R=30 . 00 1 102 . 0 0 s q-f t 12 .Air distribution systems a . D1-10-5 ( Insulation + Location) 1 2a - R= 6 . 00 uncorid 13 .Cooling systein13 . Type : Central A/C SEER: 10 . 00 14 .11eating System : 14 . Type : Heat Pump 15 .Hot water syst em : 1-1 S PF 7 . 00 15 . Type : Electric FF: 0 . 911, 16 .Hot Water Credits : (11F• Ifeat Rocovery , 16 . DHP-Dedicated Heat. P(Imp ) 17 , Infiltration practice : 1 , 2 or 3 17 . 2 18 .11VAC Credits (CF-Ceiling Fan , CV-Cross vent , 18 . HF-Whole house fan , RB-Attic radiant barrier , MZ-Multizon(?) 19 .EP[ (must not exceed 100 points) 19 . 96 . 85 a . Total As-Bijilt points 19a . 231 82 . 52 b . Total Base points 19b . 23936 . 96 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------- T Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicate'-.'s lation are in compliance with the compliance with the Florida Energy Florida Energy C dc' . Code . Ref-ore construction :is . completed this building will be inspect(>,(] for PREPARED IVY ............ compliance in accordance with Section 553 . 908 F . S . I hereby certify that this building is in compliance with the Florida Energy Code . OWNER/AGENT:' DATE: BUILDI.'NG OFFICTAL:_L-L) P DATE: --------------- CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 3 Q 11 A-f Date Heated Square Footage @ $ 39. 0 o per sa Garage/Shed 2�3 @ $ � 7-00 per sa J---t = S_ 30 Carport/Porch 6 @ S QQ per sq Deck @ $ per sa ft = S Patio @ S (/.00 per sa ft = S 3 0 TOTAL VALUATION : S 1 L� L( -T cc) 37 CO Total Valuation 1st $ / 001D L/r, Vf`Y '? .�:3 s—, o o S �2 Remaining Value $S ccper thousand or portion thereof TOTAL BUILDING FEE $ �J 0. 00 + 1/12 Filing Fee (0) Fireplaces @ $15 . 00 S -� - BUILDING PERMIT FEE S 375700 WATER IMPACT FEE $ #10,00 SEWER IMPACT FEE S Ob _ WATER METER/TAP $ MW CAPITAL IMPROVEMENT S 3 2 J-0 0 SEWER TAP S — 0 — (10"?(() O — ((Oq(() RADON (HRS) . 0050 S SECTION H PAVING HYDRAULIC SHARES CROSS CONNECTION $ 3S-0 D (/Ogy) SURCHARGE . 0050 OTHER $ GRAND TOTAL DUE S .� 2��•4 ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : t CITY OF e t4��z•ct.cc �eac�i - 77G�tcdct 800 SEMINOLE ROAD ATLANTIC BEACH,FLORMA 32113-Sa15 PROPERTY DESCRIPTION TELEPHONE("4)147-SM FAX(901)241-SM Lot #Q, Block #/a Section Subdivision: t' Street Name -�nDESCRIPTION OF WORK or Address : 0 i V cu - sf ktA If in a FLOOD HAZARD Flood Zone :,area complete page 3 . Bief ?ascription S' t� RECEIVEEClass ofork. ( ( ew/ Remodel/Addition. ZONING INFORMATION M.&R 26 1991 C Type of Construction: City "t Miantic Beach Zoning n Proposed iiad Zoning District : l 11�� Use : Estimated Value $ Exceptions or Variances Materials : w', r P, Granted: T Solid orFille Ground: Roof : h\i OWNER INFORMATION Method of Heating: Property owner : D�r,G-4-) Phone: _ '-I 3 J3 3"J\ eV+ Mailing Address Q tCC� Zip : ,3 a 0 S (9 CONTRACTOR INFORMATION Contractor : Ujux � � �C.7f� �'��V(v�- °hone : �� 3 � ` ( 3 � G � C) S Mailing Address : �1 Zip: Expiration License Number : C c< C � �� 3'� � Date : I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNC� THE SAME TO BE TRUE AND CORRECT . ALL PROVISIONS OF THE LAWS AND ORDINANCE'S 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 TG VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL , STATE OR LOCAL RULES . REGULATIONS , ORDINANCES , OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING CF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY . UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROIDED AS REQUIRED. _—--,--- Owner Signature '�-.-� Date. Contractor Signatute Date ^3-� t SUMMFR CAKCULATION!r� AS- RUILT ORIER, AREA nS`PM VOIN"i'S TYPH SC ORI EN AREA x SPM x SOF PONTS ...........--,---- ------ -- - - -------- ------ ---------- ------------------- ----- N 15 . 00 65 . 8 'SGT, CLR N 15 . 0 40 . 7 . 90 548 . 9 E 29 . 00 650 1908 . 2 SGI, CLR F 15 . 0 84 . 9 . 88 1119 . 1 S,G 14 . 0 84 . 9 8872 S -)4 . 00 65 . 8 1553 . 2 SGL CLR S 20 . 0 73 . 2 . 84 1223 . 0 S C 1, C LR 34 . 0 73 , 2 . 89 2223 . 3 .. ............. .. -------------7---------------------- --w- ------------------ AS x COND . &LOOR I TOTAL CLASS = ADJ . x CLASS ADJ CLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------- ------2------- ---------------n------------------------- --------- - -- : 15 1 , 094 .Co 98 , 00 1 . 67/4 6 , 448 . 40 10 , 797 . 7a 6 , 002 . 19 NON CLASS-._ .___--. AREA C BAPM = POINTS 1 TYPE R-VALUE AREA x SPM - POTNTS ------------------------------------7------------------- -_--------------------- WAM--------------- -- I Ext 923 .0 . 9 810 . 7 Ext Wbod Frame 11 . 0 923 . 0 1 . 70 , 1569 . 1 ti 238 , 0. . 166 . 6 Add Wood Frame 11 . 0 238 . 0 . 70 16x, .fy DOORS---.-.-.. ._.-_.__ Ext OORS----- Ext 20 . 0 6 . 1 122 . 0 ysulaLecf, 20 . 0 4 . 10 Ad 18 . 0 2 . 4 43 . ? 1 Ad Trsrlatod 18 , 0 1 . 60 ?8 . 8 CEFLINGS----- UA 1094 . 0 . . 6 656 . 4 Under Qtic 30 . 0 1102 , 0 . 60 661 . Undor ALtic 19 . 0 (""' . 0 1 . 10 (,R . 2 FLOOFS----------- - Sib 163 . 0 -370 -6031 . 0 SlabQn-Grade . 0 163 . 0 -41 . 20 -6715 . 6 INFILTRATION--------- 1094 . 0 8 . 0 8752 . 0 Practice #2 1094 . 0 8 . 00 8752 :0 TOTAL SUMMER POINTS 15J37 . 68 10 , 614 . 49 TOTAL x SYSTEM COOLINQ TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING' SUM �PTS MULT POINTS COMPON RATIO MUIN MULT MULT POINTS L... ....L-2- w... . . . .............. ---------- ---- -------- ------ ------ -------- 15 , 337 . 68 . 37 5 , 674 . 94 10 , 614 . 49 1 . 00 1 , 070 . 340 1 . 000 3 , 161 , 55 AS- 11[11:1 '1' 0 LASS- - - - - - - CRIEN AREA r. BWPM = 110 1.NIS T Y P fl� SC; 0 R i k',N AREA x WPM WON P0j NTS ---- ------1 ------ - ------ ---------7---------------- -- ---------- --- --- ----- ---- N 15 . 00 -10 . 6 - IS9 . 0 1 SCL CLR N 15 . 0 130 1 . 09 225 . 8 E 29 . 00 - 10 . 6 7307 . 4 1 SGL CLR E 15 . 0 -3 . R . 27 --1 5 . 21 SGIL CLLR 1-,,, 14 . 0 - 3 . 8 - . 50 26 . €l S 54 . 60 - 10 . 6 472 . 4 1 SCL CLR S 20 . 0 -24 . 0 . 90 -431 . 1 S(311 (;111? S 34 . 0 -24 . 0 . 94 -767 . 0 7----------------------------------- ---------- ------------- -------------------- . 15 GOND , FLOOR / TOTAL GLASS - ADJ . x CLASS ADJ CLASS GLASS AREA ARRA FACTOR 1-10 1 NTS P 0 T NTS N'-['S ------------------- - ------------------- ----- - ---- ---------------- -------------- . 15 98 . 00 1 . 674 - 1 , 038 . 80 -1 , 739 . 46 1 -960 . 74 NON (,LASS ------ _�� ARTA LASS ---- AREA x BWPM w POINTS TYPE R--VALUE AREA x WPM = POINTS ----------------------- --------- - ------------------------ -------------- WALLS--------- ------ -- - Ext. 923 . 0 2 . 2 2030 . 6 1 RK Wood krait 11 . 0 923 . 0 3 . 70 3415 . 1 Adi 218 . 0 3 . 6 856 . 8 Ad Wood Frame 11 , 0 238 . 0 3 . 60 8563, DOORS---- - - ------.----------- -- Ex t 20 . 0 12 . 3 246 . 0 Ext. InsulaLed 2V0 8 . 40 169 . 0 Adi 18 . 0 11 . 5 207 . 0 1 Adj Insulated 18 . 0 8 . 00 14A . 0 CEILINGS---- UA 1094 . 0 1 . 2 1312 . 8 Undor Attic 30 . 0 1102 . 0 1 . 20 1322 , 4 Under Al: lk, 19 . 0 62 . 0 2 . 00 124 . FLOORS---------------- . Sib 163 . 0 8 . 9 1450 . 7 1 Slab-on-Grad(-, . 0 163 . 0 18 . 80 3064 . 4 INFILTRATIONA-------- 1094 . 0 7 . 4 8095 . 6 1 Practice #2 1094 . 0 7 . 40 BOVA? TOTAL WINTER POINTS 12 ,460 . 04 . TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREUTT = HEATTK, WIN PTS MUl-,T POINTS COMPON RATIO MULT MULT MULT POITNTS --------z---------- ------------ ----1--- ---------------- ------------ ---- - 124460 . 0A . . 55 , 6 , 853 . 02 16 , 249 . S6 1 , 00 1 . 070 1 . 000 8 , 404 . 9h J.k W ATI V I I 'AT J-i' J.4,1, it 4.4,it. 1- % -4- 4- AS B A F NUM M11.1, r TANK V(IJJMl` 11fl, A N 117 x MULTx CT PI)I T TO-Al BEDRMS RATI 0 I 1 409 . 00 1 . 000 3638 . 7 1 . 00 10 , 916 . 00 =:7 SUMMARY BASE, AS-BIJUT COOL-1 NG ]MATTING I I T WA FI? 'FO'FAI, GOOILTNG, HEATT NG HOT WATER TOTA I N) f NTS + PO T NITS 1-10 TNTS 1-10,IN'T'S POINTS + PO T NTS + P 0 1 NT S = 110 T NT 5674 . 9 6853 0 11409 . 0 '3) 936 . 96 3861 6 8405 . 0 10916 . 0 23 182 . 52 [AIT 96 . 85 j;�,r d+_� '; .al 1 ,�rf Cf( f ., (�tli,� ' Y • �d., or f<;r ir1,y ITTr`1 -1 is l d , .i J.Sk Y`�iOJ.!' i0.1i 1<1(, r Ff t)('A 00OA-. 0 O 10 0 >0 A0 r0 00 70 80 90 100 'Ihk, maxirnr.un allowat0c, h;l'1 is 100 . The lower t.ho 8111 t.hc, more c.,f-ficienl t.r(�� :Yiollicr Il1;S.IDEN"I'TAl� RNFRGY P1?I?Ft)RMANCF? RATING SlIF ET FP IN HOME VALUE Low Eff c.iency 1 igFi I,f_fic [( n<:'IV S TWIT. CLL 13131, TT NT WTN1)0WS . . . . . . . . . . . . . . . . . . . . . S i.r�g1.c, C1 ei.- ; K---___.__-.____.__.____.-._-_-- I NSULAT l'ON . . .. . . . . . co.) 1 i ng R--V<l.lue . . . . . . . . . .30 . 0 R- 0 R ' 7 wit*1-1 R--Va I uF . . . . . . . . . 1 1 . 0 1 --_-__-.._.____..__.. R-(F R-19 A f R CON 1)1 '.F.' [ON F:F . . . . . . . . . . . . . S F3 F?R . . . . . . . 1 0 . 0 x 11EATT NG S y 3'1'F.M . . . . . . . . . . . . . . 0 1sTE;'c t I-i c USFF . . . . . . . . . . . . 7 . O - - WATER IfEA'I RY . . . . . . . . . . . . . . Elc,c L _i c F,F . . . . . . . . . . . . . . 0 . 92 ------_-_.._ X__._._-___.__ 0 . 54 0 . 90 CTas F,E' . . . . . . . . . . . . . . 0 . 00 -- ---------- 0 . 40 --------0 . 40 0 . 80 Solar EFS . OTHER FEATURES . . . . . . . .. . . . . . :fc,at:urvs d'E:u 1.r-E'.E fC?r t: }l f_' j1 T(i r C1a F nc!rgy Cod , } ave been iris 11 <'d i.rt this house . f ;`3ai. fder Address : d�_.- -- -K- _. .5:i.€ nat<lrE Vic. h Clv -__...--..DatE City/'Lila F:lori.(Ia Energy Gods for F:3uiIdi-ng Cot)stru(,tion - 1993 F1<):rida Department Of Communit:•y A,ffai.rs Ff,-EPL CARD93 KNRIAL # 711f, 04 - ! B - 149f, W Ho 1,k nou s li', HEAT GATN / HEAT LOSS CALCULATTON USING FLA/RES( C) DATA FVLKK ( HASEP ON A . C . C . A . MANUAL J - SRVKNTH RUITLON ( c ) 1986 by A . C . C . 01 ) Project name 1094 Address LOT 5 HTDDEN VALLEY QLY/StaQ Owner Builder NORTH FLORI 0A CLASSIC HVAC contr . McGOWAN' S A/C Cond. Fl Area : 1094 SF * GLASS/SF RATIO 9% House Faces : East Climatic Conditions & Design Conditions ---------------------------- ------ ------------------------------- Geograplical Location : Florida I Jacksonville, ---------------------------------------------------------------------- North Latitude Elevation 30 Dog . 24 Ft . Above Sea Level Outdoor Winter Dry Bulb 12 Deg , F Indoor Wjntyr Dry Bulb 70 Dog . F Winter ( Actual ) Temp . Diff . 38 Dog . F Winter Temp , Diff . (wTd) 40 Deg . F Outdoor Summer DrY Bulb 94 Deg . F Outdoor Summer. Wet Bull) 77 Deg . F Outpour Summer Hum . Ratio Gr/Lb 114 fndoor Summer Rolaltive Hum . 50% Indoor Summer Design GrAb . 1 49 Indpur Summer. Dry Bull) 75 Dog , I' Summer Paily Range 19 Uop , 1"' M Summer (Actual ) Temp . Diff . 19 Deg . I? Summer (User Sol ) Temp . Diff f . ( sTd) 20 Deg . F ------ ---- ----------------------- ---- - --- --- ----- -- ------- --- ---------- ----- * HEATING SUMMARY * 1234 . 11AT * COOLENG SUMMARY * SUBTOTAL 2122C . P4 : STRUCTURE SENSIBLE 9825% 46 ! MECH . VENT- 100 Cfm 2090 . 00 ' SENS . + MECH .VRNT 11915 . 46 AMP . SWING @ 3 DEC . 1 . 00 ! OCCUPANT/APPLIANCE 3000= DUCT LOSS 1061 . 00 : DUCT GAIN 1491 . 55 TOTAL -LOSS/BTUH 2228144 ITOTAL SENSIBLE 16407 , 01 "POTAL LATENT 6629 56 ! SENSJBLE + LATENT 23030. 57 20% OVERSIZE FACTOR 4456 . 21 120% SENS .OVPSZE FTR : 3288. 40 ACTUAL + 20% OVERSIZE : 14915 . 46 ! SENS . + 20% OVERS TZE: 19688 . 41 HTG, ETR = 43 . 2 CLG vrR 22 . 7 ICLG UESEGN CFM 723 . 41 EQUIPMENT SHLECT10N EQT MANUF CARRIER CU MOD # 38YCB024-3 AHU MOD # FA4ANP0300 HTG INP/BTUH RTC OUTP/BTUR AFTJE'/l1S IFF 7 TYPE TIP SENSIBLE BTUR LATENT RTUH 23800 TTL CLG BTUH 23800 : TONAGE 2 ( S )EER 10 CI.G CFM 1000 HTG CFM 1000 r i.i i I d i g y- 1?J* f i c i. g S f o r N 4.,,w Res id(�rit i a I f4i i I d i ngs e r s Name GTLRERT M*I LLER Rat r s Cort f ic a t. i o n # 044 St. rccat: Addrc!ss : LOT 5 City : 111-11DEN VALLEY C c;i i n t.y No Cxjunty _Fnput. CI mate Z o 1)e. NORTH End Use fru,']. Costs si-te Rnergy fi"Tlergy Score Sitc, Costs Cost S('-ore $ MB t u $ % coo I i ng : 23 . 73 3 . 9 87 92 85 hea t ing : 23 . 73 8 . 5 81 201 85 Light i ng: 23 . 73 2 . 5 42 59 36 mi-sc : 23 . 73 5 . 4 63 127 60 Ref-rig : 23 . 73 5 . 3 42 126 37 Hot Water : 23 . 73 12 . 4 40 294 14 Dryer : 23 . 73 2 . 6 65 61 27 Stove : 23 . 73 2 . 2 65 51 33 Poo1 : 23 . 73 -0 . 0 0 0 0 TOTALS 42 . 6 68 1 01 1 55 ES I.- i.mat A Annual Sj..Ae Fnergy Use = 42 . 62 MBtus Estimated Annual Purchased Energy Cost $ = 1011 . 41 Total F.'nc-,rgy Rat i.ng ( Fn(--!rgy Score = 68 . 12 Total Cost Rat i ng (Cost: Score ) = 54 51 RaLi.rig Range Low Use Low Cost High Us(' 11 igh Cost MP t u $ MBt u $ Cooling : 1 . 3 28 21 . 0 467 Hc.!ating: 1 . 8 39 37 . 6 502 Lighting: 0 . 7 17 3 . 7 83 Misc : 1 . 2 28 12 . 4 277 Refrig . : 1 . 4 30 8 . 2 1821 Hot Water : 1 . 1 11 20 . 0 339 Dryer : 2 . 1 20 3 . 4 76 stove : 1 . 8 , 17 2 . 9 69 Pool : 0 . 0 0 0 . 0 0 TOTALS 11 . 4 190 109 . 3 1996 ,,,-�, WNE R At ENT RATE R. ------------ DATE uu. 14:. PUL'I'E JA(_.1Stlfit'ILLE JnHN' (:REEK HUB U, U.- . r 7733 Ill ilii I Vook 4628 fig 2064 TAY FOY-10 NO. 1.70814-a)6)Ut1 NOTICE OF COMMENCENJENT St ate of nloridp 3 C. r L County of Duval T7iE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in ac:�rdance with Chapter 713,Florida Statutes,the Following information Is provided In this N(tice of C(mmencement: 1. The address and legal descriptim of the real property to be improved: LUT 6, BLOCK 124,SECTION"1i" ATLANTIC BEACH, according to the plat thereof as recorded in Plat Book 18, page 34,of the public records of Duval County, Florida. 2. A general description of the Improvement to be commenced: A SINGLE FAMILY DWELLING 3. Owner information: PIILTE HONM CORPORATION 8081 PHILIP'S HIGHWAY SUITE 14 .JACKSONVILLE,FLORIDA 32256 Pk; 86L�aS pils 2064 DgMt 97113653 4. Contractor: Filed & recorded Pulte Home Corporation 05/23/17 8081 Philips Highway, Suite 14 0314052 P.M. Jacksonville,Ft, 32256 HURY CW GQpK DUVAL COUNTY, CFL OURT 5. Surety: REC. 6.00 N/A Amouut of Bond: $-0- 6. Lender information. N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provider!by Section713.13(1)(a)(7), Florida Statutes: (name and address) S. In addition to himself/hersclf,Owner designates the below to receive a copy of the Lieaor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 9, Expiration date of Notice of Commencement(the expiration date is one(1)year from the d2 ite of recording unless a different date is specified)Expiration date; PJB R,ATIbN(Owner) (Cwner) The foregoing instrument was acknowledged before me on May 16, 1997, by !�___�� Employee& Atty In Fact for PULTE HOME CORPO1tA110N, A MICHIGAN CORPORATION, who islare petsonaily known to me or who haalhave produced a as 'identification. ` (n C--_._ >i:F'tiA1.NUT ARY Enl. NGL�TAIt�I'PIIBL�C c' Ht V. KUIF -WI (7iNlKSTAI'h.:tai='t.,3t'.17A �'l�!� WSSION NO.CC�x.a9 9 A Commission Expires: l �� r,�,��asslon!FX1`.Nov 12.1999 Rekord & Return Tot' MTARED BY: SliIRIENE M.XU1.F-W Fro Title Corporation FMSTAMERICAN'r rIEINMIRANCRCOMPANY 5'ZO4 bta3Tl S'.Ar.Eget 808.1 PHILIPS HIGHWAY,SUrM#IS IJ�c: F'oY't P' ,(�e:it JACNSONVQ„LE,FIARWA312" t� �] i,. CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) 2— WATER CLOSET WATER CLOSET, TANK OPERATED (4) tCOMB VALVE OPERATED (S) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) INATION SINK AND TRAY (3) _WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) _DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) --I—XITCM SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) rl BIDET (�} URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) ti COMBINATION SINK AND TRAY WITH y FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) TBLOWOUT (1) LAVATORY, BARBER/BEAUTY �ICE MAKER (1/2) S/ SHOP (2) s" URGEONS SINK (3) _LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS $20.00 EACH $ L/ l 00 JOB INFORMATION /� S�- w Truss Connections Plan 1094 "C" Pulte Homes, Inc Truss uplift Truss Stud to double Stud to Sill Left Inter. Right Connection Plate Connection Connection ---------- T5430 — - --- T5430 440 200 _"HDPT2 ; HCPLL ; HCPLL TYPICAL TYPICAL _ - — — -- -- - - - -- T6 500 LL - _ 500 HDPT2 , HCPLULR TYPICAL - -- TYPICAL- ALL OTHER'S <510 X510 (1) HCPLULR TYPICAL - TYPICAL Where RTPGA830 is indicated install two (2) SYP studs (Min.)under each bearing point. Toe-nail trusses to Dbl. Pt. with 4- 16d com. Typical: TPP4 at sill and double plate at 32" o.c. (Capacity: 395 plf or 790#uplift for trusses at 2'o.c.) Nail with 8 - 10d com. HCPLULR Uplift Capacity: 510# ; HDPT2 Uplift Capacity: 880# w/ 8 - 8d cpm; RTPGA830 Uplift Capacity: 1950# Simpson LTT20 Uplift Capacity : 1750# ; MTS27B Uplift Capacity: 3745# All connectors are SEMCO or equal (U.O.N.) My OF AT1 ANT�EUff BUILDING OF'F'fC5 APR 0 7 1997 Z 2/1(91/ 7 Jeffrey K. Hulsberg P.E. (904) 886-2401 .� Ic Icrrz .rrsra�t*-� UIWM �— —� . - t� Ali (- t � K5.9. 19 !�I Orli age On fA ( �- !1 hili • CGr r.. rrta 4 ;1 �ITAMP T Y , 49 12 4 11 ,60 S , r i1 , �/ ROOF FRAWNG PL" don; 17-02§7L 4 TA 11-8- COMN 9 4 CIMFNSTONSI TOP CHORD 2x4 SP 02 N PROVIDE UPLTFI CDNNECT]ONS Al BEARINGS AS INDICA7ED. (1991 SBC) 807 CHORD 2314 SP 02 N UPLIFTIL81: 260 35C WEBS 2" SP 03 BRG.LOC [FTI: 0.00 11.38 TRUSS GESIONED FOR 100 MPH WINO 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF IMP) AND 5.00 PSF (BOTTOM), DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. #1 HIP DESIGNED TO SUPPORT 04-00-00 JACKS WITH 2 PANEL •~ TYPICAL 5I1AP50N OA EQUAL-UP �FT/HANGER REGUIREREMTS ~ TOP CHORD AND ND END VERTICAL. _ _ (+I-Gravity 1-I�WI1Tt A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ri[s•UPLIFT WN* �+ *Ya HAWKER MIX MUST BE PROPERLY A77ACHEO TD THE BOTTOM CHORD. H5 4'5U(Jacks Only) KUS26 27510 -12865 lOd 1plyi MTS12 a -1000/ HUS26 - + 33150 -16608 16d !p]y PROVIDE HANGER AT LEFT END OF TRUSS FOR 723.22 LOS. 14IS12 ■ -20000 2 Es NHUS48 a ♦ 42990 -16608 iOd 2ply MTT268 ■ -3786! 2 Esc 10d1 MM48 • + $1808 -20D0f 16d 2pIy MTT28B a -445WUhl at Vd) HGUS40 . � 6640+ -21990 10d 201y MSr80 - ^46880 2ply) 11GUS4a 80000 -2b000 16d 2ply CS150 - -16501 H6US5.5• +113355 -3445/ 160 3plyl REFERENCE MOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6'10" 5'10' 4X4 12 5p v a a N N X4 x4(Al) tile' 1'4• ---� 4' 3'B' 4' -240 R-723# Us2500 RVn844/ U03509 W*3'9 TA 4 SED TYA.—P&P-1r NDESIGU CAIT4PITY - 2 10TAL 2 REV. 7,30 SC&I. g "Immmum "ae noxa m xw- '"' n"aaa'"e uxec ON 02/D6/97 TC LL 30.'O PSF F IMPORTANTI(N amA aoT m aararratr<.r Fm ow ARMING u VA"RX , aatatoa ASO ,/0 TC OL 7.0 PSFrATE02/06/S7 i vrmiu trot*0 Deno m Tadt ruvtaTeaK a mr &maw.on ats•as ar in.m oaa m mr 'Faa�uno x acus"nu"sr eeranwos WIN ooaa w rc. Fa munawL vmn Fuwrwo wcw isMAN terra UN ns SM r nu WO.:Tra satrtaa Aeo ararorUN&aaaa of OW=IMCM Tr •, 13C DL 10.0 PSF Auer eo•OMM a GUA. Mat Cawassa Ta UM PAu r Do a wL ere►wenn►orad atm aoortassr•ow wan itoemm a mn as we tan" rano LF ArvA m maers**am , Ulm owe : BC LL a•d PSFo om m wa sari"as ua a Marv.=""MGMea attr"w4mv quaaoe 0439 aRAL4 r.!a � sTATa!! TOTCD 47.0 PSPN. !1-8-4 Twt cows"sm"o u ort WK4 LLorrr.eeATao .Faa m A can r Two ' � 4 OIAi F 1.33ta shell r rr ..r..utiMK erase.s"Famima a reap ewavP&I" " ,tah.....a�`� SPACING see aboveNpFir 7 T 4' GABLE TN W P N NPOAGS 9 OtMENSIONS) IIIED 6LjujLxAr- TOP CHORD 2x4 SP r2 N PROVIDE UPLIFT COMANWM10NS AT BEARINGS AS INDICATED. (1991 SBCI BOT CHORD 214 SP 11 Dense •B2 2x4 SP 42 N: UPLIFT �FLB 690 620 WEBS 2x4 5R 03 :K2 2x4 5P 12 N TRUSS DESIGNED F06"00 R 000�MPHH1WIND. 15.00 Fl MEAN HEIGHT WITH OEAO LOAD OF 5.00 PSF (TOP) AND 5.00 PSF tBOTTU . DEFLECTION CA17ERIA IS L/360 LIVE ANO L/240 TOTAL LOAD. ENCLOSED, OR FULLY OPEN BUILDING. ---------------------------------- ------ --•---------- A RIGIO CEILING CA CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (0-Gravity H Uplift SPECIAL LOADS �lMx UPLIFT eeM xar xlla N5 - -4551(Jacks Only! HUS26 - + 2751• -0266( 10d 10 V TC - From 74 PLF ;Z-: .33 to 74 PLF^et 4.00 HIS12 - -10001 HU528 - * 33351 -15501 t60 fply 7C - From Jab PLF at 4.00 to tO6 PLF at 11.33 141812 - -2040412 Eaen) I MW48 - + 42991 -16600 tOd 201Y 7C - Frac 74 PLF at 11.33 to 74 PLF at 23.33 NTt28B - -37680 EaCh lOO11 NHUS46 - + 51804 -20000 2p IV) BC - From 20 PLF at 0.00 to 20 PLF at 4.00 MT7288 - -4459/E2 :Eaclil 116d)IHGUSAB - + 66401 -21990 JOd 2p1Y�SC - From 29 PLF at 4.00 to 29 PLR at 11.33 MST60 - -46880201y) 11 MGUS48 - + 60000 -26500 !6d 2ply SC - From 20 PLF et 11.33 to 20 PLF at 24.00 CS150 - -!6501 _hi HOUS5.5 +113361 .3946f 16d 3ply SC - 145 LB Concentrated Load at 4.00 ------ SC -- --SC - 495 LB Concentrated Load at 12.33 REFERENCE MOMSLUMBERDETAIL SHEET FOR UPLIFT/HANGER DETAILS^ `-- 12' i2' 4X4 1.5X3 .5X3 1.5X3 .5X3 12 1.5X3 .5103 v 1.5X3 5X3 9X3 ;n 1.5X .5X3 a 1.5X3 •SICK .5X3 4X4(A21 SX3 .5703 (Al) T 8' . 1.5X3 .5X3 1.5x3 !.5113 24' 24 4' -• B'4' 11'8" i 0 49 t Rv-1792# 0*6900 W-3'8 Rv-15280 U-6200 W-3'6 PL7 -TY .,-ALPINE. OESIGN CRIT-TPI TY = I TOTAL 1 REV. 17.3u6 - g i,ebUano /idmic ire. ,mueai saw"auto[auc 02/ 6/97 TC LL 30.o P5F REF *IMPORTANT*M a'"wr K sLSmams no Aw WARNING m wu x=A wonm AM) (� muirIOr ria w"am"m sae wiC!/Ie nsw aF 4AT wow.sc W*T"w wi. .0 Im mulm ��ti, ,���� OVUM TO&AW TK VMS=awom ru mm aTw W M. On A O"WAL vwx mw mw aL w u iS� �.�� TC OL 7.0 PSP 02/06/9? wns causTnor Amt xAir M<axM ear. eTaL teiTArs aw erniii M OUN UNIUM[ire UMM w BC Dl. 1D,.0 PSFA"Ube t6Nq Ae WON.'~ONUTUe H 9#46 pet r Oft 9*k,&LAL ULT•VACM WIN Ie0/ei % ♦"UT1ai8C•.l.L0_ .78E.res arASTra Lan w e TefA-r, faAsf,7TAMipOi rlTa saiiixlLw aTTAnes AiOq a:uw-.iwt stATt'OF' T07.LD 47:0 P$F EN. 24-0-0 eq aw APIA""pamm m w Tme a Ty.AAFa su m-s ALnie•TamiLTtAl•IIOAT� TA/A/e11/M--awl % ?: 7,' . SOL W IWO MWAV A.JNUY TO Tn COMr W WAM rifle WMAL AMMTaw.Rpgp A caft.O`?us %. �e t DL2i.F 1.33 VA IN. wT ANT W. TA[ —902...«.....Ti*."�I am "Mr. "m".,"..I "NMM=sw+.%"w.m%w"�#"mm%p.Te" ��''a,'D'�����, SPACING see above yvpf S .J -; (6-30091 LOT 2-§g I T3 24' COMN rHis owG. P P / 11 NPT A f Y I MF 'OF CHORD ZX4 SP 02 N PROVIDE UPLIFI CONhEC IONS AT BEARINGS AS 1NOICATEO. "3991% So• CF1ORD 2x4 SP #2 N UPLIF) ll8l; 470 470 NESS 2r4 SP 13 8RG.LOC T 0.00 23.71 TRUSS OESIGNEO FGR 100 MPH VINO 15.00 F1 MEAN HEIGNI VITH DEAD LOAD OF 6.00 PSF 1110Pj AND 5.00 PSF 1801TOM�. OCFLEC110N CRITERTa 15 L/360 LIV£ AND L/240 TOTAL LOAD. ENCLOSED, OR FULLY OPEN BUILDING. a A.-GIS CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. TYPICAL SIMP90N OR EGM UPLtF1/MANGER REOUIRENENIS +1U5r BE PROPEPLY ATTACHED TO THE BOTTOM CHORD. Nl-8rllvlty 1 -1-Wilft MNN UPLIFT NnA ,NIL MANGER NNN H5 - -4501iJacka Only) HUS21 27511 12B6f LOd l0 y MT512 - -10901 HU3526 - • 33i54 -1100/ 163 JPIy MTSJ2 - -20001 EaCh HHU545 - • 42SSI -16600 104 201y MIT288 - -37864 EaCh 110G HHUS48 - • 51801 -20001 11d 201Y MTT288 - -,45.1'I l2 Eoc (114 HOUS48 - ♦ 68404 -2199/ 10d 291V �tST60 - -46884(Ptr DIyI HGU548 - + 80001 -26501 16d ZOlY CSiw - -16501fEAth HGUS5.5■ ♦1!3351 -394'5# 11d 301y REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTAIANGER DETAILS 12' 12' 4K4 5 p 1.6X3 .5X3 e � in in 3X4 Gil 4(A 1) 1 8• 24' AV-1227/ 0-4700 W+3'19 RV-12270 U-470/ k-3'0 _ = JA10TX� 1- P CRIT-TPI - 6 TOTAL - 6 REV.J1 JU6 S X :0 *IMPOATANT*1(mom ww m° .ax ro"Raa un ARNING 'o"w�"`c 3`w 08705796 TC LL 30.0 aEF - n[1 - '����� TC Ol 7.0 PSF ATE 08/05/56 \v�11 =V1UtW�Twa ocuw a WA�6CVUA1 & M MN SUC M. Wa OU41 u IN.slr Two ocuw .�` yg ''•, rA711N/10 WIt/THE MM W COWaPMtL IIIT11 4ATY Ir 1►1. fa AOOIIIO"IrICTAI P(AYAlfN/IRAC3M0/! A PSK eobt4om"mm v x"taw.am"m"w KTN YIJPo wt.w""ou0mm thw"IC TV BC OL 10.0 PSF OR O , A444w A Y 143COW At M=. NKr C60dC114 INN FACL 0 CHM NOU K►ATIMW MUM N11H PPWM TAYM Ahrur.W oT+arlsc tOtuoo or TM Oat4n PcalTsar ar ATtA60 KtYOm OwupN1, AW TAM ercro ' lMi00 CLC 0.0 PSF J8E 0"CION SEA GPM4%U so• M a NTM4.WSM StUQW/1 1114►WMV OUGN s Mao CCI►NNI--W All or TOT.10, 47.0 PSF /A LEEhI. 24-0-0 CrrYw WOMLSAMR sAArYIOs M tpr L TM. w wwa•A K►o[»OiY1C+`wyA p/1Mq POA rAovcR �•; ooAL or wu UArws APPalii»tNt ClrPutNt Ii►TCtIo AIA[ AITNAY Awuwu>w.►Iw1Ai A M O►TntA 0 At0 0 DUR.�'AC. 1. 1149 1 I«<aa Ato s�Au toT u w aw vi 4w as"MT. ooN o T1t - „�.t`�t SPACING 24.0” p COMM a '• b: (7-03§6) T4 GE 26'- CMN THII QW6. PAEPAAMPOVER NP A MFR TOP CHORO 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 11891 BOT CHORD 2x4 SP 12 H UPLIFT K: 120 PLF WEBS 2x4 SP 13 BRG.LOC : OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MPH MIND 15.00 FT MEIN HEIGHT WITH OMLOAD OF 5.00 PSF (TOP ANO 5.00 PSF (80TTiW DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD, ENCLOSED OR FULLY OPEN BUILDING. _ --- ..-L- - ------ -..-.- A AIG10 CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SiNPSON OR EQUAL IfLIFT/HANGER REOUIRENENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CMIM. W-wevlty F■Uplift _ ALL PLATES ARE 1.15X3 EXCEPT AS NOTEO. ------N:N U LIF Jmom sck1 On1Y1--- USNHANGER H25 r2T51 60 8 *10d tply- HTS12 ■ -10001 HUS26 • 33150 -1960! 160 !ply NTS12 -20001 Fac HMLPS40 + 420# -16600 10d 2ply NT1288 -37864 2 Esc tOd)) HfAl5d8 ■ + 51800 -2000/ 6d 2ply NT728D -44331 2 Esc46880(Pw �p 115d1 HOU848 - + 66401 -21991 0d 2ply CCSS15500 • -!6500 echl 1y1 HGUSa.5■ +1!335! -33994450 16d 3DIY REFERENCE HOLMES LUMBER DETAIL SHEET FOR DETAILS �-- 13' 13' 4X4 12 5 oT a in in T3X4(A1) 4(All B 3X4 3X4 JX4 , 26' Av-12231 U-510/ 113'8 A•284 prtl k-3' P7 sTYPO-A N 0 ON RFT-TPG T TA REV. 903 7 7 I MXw aaniEssm ..muaa trc. TROM modes"?Kw c,Ae 02/06/97 TC LL 30.0 PSF F 11II�fPORTANTilil.wLsoras.ssra.:ste iwr AANJiVG tN N�Nuhk uUn" as ����941 TC DL 7.0 PSF QA 02/OG197 A(� arurrN nar Tess aeuw a MU yrcuur,yaw wan UMIM./u ru-n m M.ux was uua .� ��. rsuurc"erne?w wsa IN oo WAU Plus sans w WT. ra AuTla ux own oca"M wets ra � '�., © sVtrf aNieemis aoc sial v foga snw.area.Neutra wTN susawMs,ww ssHpwtsf trorNTat wr 8C OL 10.0 P5F AW M a s)ma►r M WM. awcr tarsaeerq N IAN rsu V OM a ftL4at sArswtr VAM mou mopras 4auss•rsf uaae a+ww uwta.sN Tws.auw NUTtaN vr.ssrsawsna "INNAM W•wrssN.sNoss :*Jt4a . OC LL 0.0 (>$ JBE asrwar I Pa owaw us, to s tsu-r.sawal"Im" rtes s>rxwo-sTrarao was as w sse Ata 0s - T0T.LD. Q7.0 PSF 0 A LEN. 2G-O-0 !Of/arN Nanuaa.f nwn sk"WSW ff**j.M sight s Aw1w 1!06,01 wan MUM rax IrorLR S SM W.rw arwra wa.lss n INC CMU M 8MO44 Nsrr a:is OM&awr sr Plus 0 -1 v FAC. 1.33 w r .w srr«omw un by ww noa. ' ............+..... .... ...........» ........-...........,. ,...-».....,.. ,���h..-.-..e.+���,, SPAC'TNf7 'fie A■ •vcw p r -T4 A f H R N 1ATT N r.,p CHORO 2x4 SP 82 N :T2 2x4 SP OJ N: PROVIDE UPLIFT COh EC110NS AT BEARINGS AS INDICATED. JS91 SBC] 03" CHORD 2x4 SP 02 N UPLIFT ' 430 440 200 WEBS 2x4 SP 13 BRG.LOC 1 : 0.00 20.75 25.71 TRUSS DESIGNED FOR 100 MPH WI-40 15.00 FT MEAN XEIGW1 I WITH OEAO LOAD OF 9.00 PSF (TOPI ANO 5.00 PSF W-StOk. (3E=LECIION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSEO OA FULLY OPEN SUILOING. THIS TRUSS MAY NOl Be LOCATEO WITHIN A 8.50' END LONE FRON EDGE OF THE AOOF. A PIG10 CEILING OR CONTINUOUS LATERAL 6RACTIJG Al 24' O.C. -- --- --- Sy0e!- -EQUAL UPLIFT/HANGER REOUIREJi£N1S^� ..J.� TI DE PROPERLY ATTACHED TO THE 60ON CHORD. TYPICALSI OR OR EGUh 1+)■ Y 1'1-6P111C SH134 dLL SU*"TS TO SOLID 8EAAING. -------- ------------- p�—.-------- rrr UPLIFT ANA arx rt+r H5 - -4551 Wacky On1Y1 MS26 - + 275i1 -128V fOdIp1Y) ATS12 - -10001 HUS26 - + 33151 -1590/ iso 10 0IV MT312 - -20000Lf HHUS48 - • 42991 -16601 iad 203' MTI288 - -37861 Each] {iOd HHUSAB - r 5180* -20001 18d 291y MTT288 - -445Wcel11 d) HOUS48 - • 66401 -21891 lOd 2oly NST60 - -46661ply) NGU548 - + 80001 -2650* 16d 2ply C8i50 -•-1650! NGUS5.5- +11335f -39491 isd 3P)' REFERENCE HOLMES LUMBER OEIAII. SHEEI FOR UPLIFI/HANGER DETAILS �---- ' 13' 13' --� 4X5 1.5X3 12 .5X3 3x4 o. 4xs 3X4(Al) KID 4(Al) �= 1 3 0 8. R 3M 61(12 12 1. 4 20.9. 5'3" 17'9"8 3'0'8 5'3' �-►� 26' RY-10780 U-4301 Ww3'8 pve128 M U&4404 N-3' Av=283f Ua2001 W+3'8 PA Y 6 -_ALP IdE DESIOW COIT-TPIY - I TOTAL _ i . A -0 7 AAM 94VA M aAowua are. vacs er4rlaf ctlurf CAM 08/05/96 TC Lt 30.0 PSF REF NIMPORTANT*11iuu►a u re4rnaJKa.aA wT WARNING w u+raL" rroetter w+o ,,,,, oaunar rAox Tia4 oC4iaY a Hare orttSetC4reaar MAW eAeo:rr.afa qMt n r.r.rnt Has oe4ear .�`'U3 ''•, TC OL 7.0 PSF ATE 08/05/96 ►ut.ue To wlu la roues a mrwwuet 1IITM arw rr 101. rai,uoiieowar rrfeeAi reiww4r we2r0 n '., etns orrxrelaar ort woe v ae4A awi.iTm racrwe ulr wewwlr.twsr4 troarJu lAatdRO lar ; DL 00.0 PSF Ata4 M t 4xgK V raia0. t,NLY OawIECld1a T!LIiN IACs F CiarO flMi ft ulYNetl rreuo ti1TM rnrrfa rAuu wo tr�e4o orreArtra taalw ar Ti"oaasw raeTrw Lr eTrwRo rcei000 YtATx3Mq aoTTw woad 'r060i = 8C LL 0.0 PSF BEG mrselw rf+ewirliw rye. tra•w..r. aar4rr aliatioa iurr earroitir ATUOie4 nrue utt*ria-rer srAle ar TOT.tD. 47.0 A LEhJ, 26-D-0 OOMOIIII al Lw""mum"4f Mw f TM.AN 4Mrw"" low matt WQATC tT/1INi log rr0o1A %; �,�0 r� . ADL w""wwto wJu"H lit two"4umto A"• oatRlu Airt3CArrOI, rIMr;1li t torr y TW4 Q' 0()q.Ff1C. i.33 *bra r ao am Air oaaw nr, aaa To ria aul cwNua. �'•� •�'�, ISPACING 24.0' SCI S ,.1, .r•' a •�b: T W ; 1 A 110 By IRAs "FA, FOP C-0113 2x4 SP /1 N : 2 2x4 SP $2 R PROVIDE UPLIFT CONNECTIONS At BEARINGS AS INDICATED. 1901 SBC ECT CHM 214 SP 12 N ;62 2x4 SP F1 Dane: UPLIFT {LBF: 430 440 200 /lE9S 2x4 SP 03 ,US 2x4 SP 12 K ORG.LOC trF7l1 0.00 20.75 2'5.71 ' 1RUSS DESIGNED FOR 100 MPH MND 15.00 F1 MEAN 41GN1 WITH DEAD LOAD OF 3.00 PSF (TOP) ANO 6.00 PSF (80I,& OZFLECTION CRITERIA 13 L/360 LIVE ANO L/240 TOIAL LAAO. ENCLOSED OR FULLY OPEN BUILDING. THIS M-SS MAY NO7 BE LOCATED IIIIHiN A 8.50' El10 ZONE FROM EDGE OF THE ROOF. 4 13(610 CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ----------------- --«-»...-_.»_.»___.___.«_«•«._»«__ NUSI BE PROPERLY ATTACHEO TO THE BOTTON CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENIS EHIH ALL SUPPOA75 TO SOLID BEARING. _ _ (+)-Gravity i-)OU0111t _ _ _-----AKA UPLIFT AAM -' AAA HAWiM -10 «« » 4559(Jacka On W526 - 1 27511 -12851IM 10d ]Plrl MTS12 - -10001 HUS26 - * 33191 -1550015d JA MT312 - -2000! 2 Each HRMG - + •2901 -1660/ ad 2DI7 MT1289 - -37851 Each lod )IIIUS48 - + 5180! -20001led 2DIY MIT28B - -44991 Fath U NGUS48 - + 6640! -21901100 201Y NST60 - -46881 % 20 Yl HGUSQ - + 80001 -2650115d 20l 1 CSi50 - -1650/ WA) NGUS5.5- +113361 -304S! 30:y REFERENCE HOLMES LUNBER DETAIL SNEEI FOR UPLIFT/RANDFA.DETAILS 1 13' 13' 5X7 12 1.5X3 .. 5 v .. ?� 1.5X3 X5 01 _ .n 5X4 3X5(AI) 1't;• 4(AI) e .= 1 0 3 5X 14 12 1.3 4 20'9" L5-3- �--� 3'0'6 5'3' �-� 26' RY■10551 U-43011 W-3.8 RV-1402# U-4401 F1-3' AY-1840 U-2000 W-3"6 Pi1T -TY - P N R T- P A - R V U - e27 � AVTN fIlAI11AA/6) AAeD1�rA u,c. IAA4Afa Afsutvt[ATININ CAAB 08/05/96 TC LC 30.0 PSF F XIMPORTANT*11.wL►a AT[AEAOCW1ALf NTA Aw+ ARN,*NIG w WOUNI. apmto we '111161 KVIATlw►AAw TIM AtatAw 44 WN W4CVVAVXN1, a AW AAWAN, Aft wtr4t w Mr.ur IMA 4eaww %% U3 ;,, TC DL 7.0 P$F ATE 08/05/96 rAt6N1C T.twAa rig tA1AA W msawwct niN ostaa w Vol. ra AaostTpru Arat►►TygUWpT AautrrD of O urtl[tarwcrAAa AAt Krol v saA 6)r,stm wltrsAa ABTA ww1aN1A.waw aTaAww TwDTealAq To• BC OL 0.0 PSF RW AUA 10 a 0CM It 1616). ~aIMISIGN Ta LUK RACE OF 046)6)w,w t0WV"V WAM rrtr MWIA ww"me wufa otwrAu Aw1w am ms ATD m PowuA Lv Aluaft pl."m AW4110S cc""Do* - • 000! BC LL 0- PSF J8E CMMBU w W=W IAa Iw A ua-r.DRAM UAMW UM PWV0 ATIUM A"011130--Au TAf[VTOT.LO. 6) 47.0 PSF 01/A L.EN. 26-0-0 90MO WWl.tCHU nArawlw W 16)s TPI.l6)frAtlf" W20 TAt OM VAMC 0/tla11 "A FW.M � 0 r i .'� 11M.01 TNIM* TO TK CMPS w ArcOWN TAA[ O twltX AAIriWMV.,A bWW A u6)v 6) ogla u '' DUR.F'AC. IUt OLV. UO WOU 7151 Of MLIM UMM W AMD 41M 3W. AAala1"TAA TAIAIa 6)w tAACfOA ,�'rA,I1 �'��� PACING 24.0" SC S lab' T T ! / W . F P 1N M T T TRUSS MFR 10 CMOAO 294 SP i2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICAIEO. lisol SBC) E1GT "M 2x4 SP Al N :82 2x4 SP I1 Dens: UPLIFT ILe�: 500 500 WEBS 2x4 8a 13 BRG.LOC ( T : 0.00 23.71 TRUSS DESIGNED FOR 100 NPH i[INO 13.00 FT MEAN HEIGHT WITH DEAD LOAD OF 3.00 PSF ITOPI ANO 5.00 PSF (60TTw . -"r]ICTEO NOAIZONTAL MOVEMENT IS 0.42' DUE 70 LIVE LOAD ENCLOSED OR FULLY OPEN 6UILOING. THIS TRUSS MAY NOT BE LOCATED AND 0.23' DUE TO DEAD LOAD AT 071E SUPPORT. WITHIN A 6.50' END ZONE FROM EDGE OF THE ROOF. PF=ozcno VERTICAL DEFLECTION IS 0.69' DUE TO LIVE LOAD TYPICAL SINPSQM OR EQUAL UPLIFT/HANGER REQUIREMENTS AAU 0.37' OUE TO DEAD LOAD AT X ■ 17-08-08. _ R-OrevltY r-1-whit _ DEFLECTION CRITERIA 13 L/360 LIVE AND L/240 TOTAL LOAD. -----_MMM UPLIFT 1INM-_r-» _---»-_�---wix HAN= 4xv » • -4558WackI QAlyl HUS28 - + 27511 -12861 SOd !11 1� A AIG-TO CETLIM OR CONTINUOUS LATERAL BRACING AT 24' O.C. Ha ■ -10001 HUS26 ■ + 3315x -15501 !6d l01y RUST 3E PROPERLY ATTACHED TO THE 80TTON CHORD. HIM -2000/I2 Es HNUS48 ■ ► 42991 -16801Illed ,�p]yMT7288 -3788/l8 EscA (100) HMUS48 - • 5180f -20001 ]Ed 2910MT1268 ■ -4455► BeCA (Iii Ol HGUS48 • * 6W0/ -21491100 2:lyMS►BO • -46881 r 2p y HGUS48 ■ + 80001 -260016d 2ply CS150 ■ -_16801 lEIC11) HOUS5.5■ +113351 -3945/_164 3010 REFERENCE HOLMES LUMBER-DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13' J3' 6X7 12 1.5X3 .5X3 m 5 L,.-- 1.5X3 71.5X3 .5X3 0► in is 8X14 3X7(A l) 1(A!) Y B. a 3 8X 14 12 26' 8'3'8 9'3■ 8'3"8 26' Rv-13211 U-5004 M-3"8 AV-13211 U*500/ M•3"8 PAT, TY 4- I A T- P 7 - 10 REV- 17.M A �082T0 IMPORTANTX*1�L M 11 1 �a► ARMING �`1u"�`�T�`� 08/05/96 TC t,l. 30.0 asF qEF UVZATBM JAON MT3 WNN 0 IKM SPUWICAT30l4 OA AMY /MCW. 11[HU-A1 IkV Vl. 8C MIA CU30M s`� I ��MA M[N OU&D rA TAM!1N CSWOPM "1111N Garp AV VI. M AMITMYL MOLAL iVAAMW 1"kM PiT '�.; TC OL 7.0 PSF ATE 08/05/95 oe. wyls clwcrsPs Aac Meo�ar tJSA 1ALv. 1Te11 MLiiirs Asan alzauMaen,aMtls NNaMNK IM61OA1(0 TOP BC DL 10.0 PSF Ri!A 4a es•OCC"M MICS.A/MLT C&AWJ4!11 tW Petr a 4110/DULL S1 ulO�ULLV wuA VM OWU MMAM1IMAMIOUMMIOCA7IC MITINSOC11NP+0l2r11M LII MUM ftvu O IMIAINN; "Mn UWA S6D1 6C LLO.0 PSf J9E 1wl oM.rEw s>, 111 s satM-P.acrwM aIAMMA.IM IrTTN wll+�wr ATTw�u sr"a er>.7+u--as tTATe Or TOl.10. 47.D. 0 A N. P6-Q-0 lAPnttAllt/POrJfIOMf r Poo t HI.Aw M►O1IR0'1 Alrw tfDWCM.IAtOAtat ITI1Mg J}M PAOPI'1 ��a{AS,w tMss OnsMIN Awt lt►J0 MMI U"01 1f►IOt11 MEDT• avwu•MM(cAluL OiarW A COD►r met dAi 's•. Dom.FAC. 1.U 1' APa U Ar OW MAx. 0!0 1/118 r10M cNRptrW. .�.',,fP I���,`.1 .�71AAri ll'1G Z�.O■ S u}0: 16-3009)- LOT 2-68 1 77 ' HIP VLT 7'SB I SUOMIIIE2 BY TRIM WA. MVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 11991 S80 1,-L7T Sao 980 3 Complete Trusses Required 94G.LOC /FTI' 0.00 25.71 r.:;tgS OESIGNEO FOR 100 MPH MIND 16.00 F1 MEAN HEIGHT 'g:N DEAD LOAD OF 5.00 PSF ITOP) AND 9.00 PIF (BOMW EF. LOSEO OR FULLY OPEN BUILDING. TOP CHOW 2x4 SP 12 N ---_-_T--_ -��-------------» -- r---------- -------- 601 CHORD 2x•1 SP 12 N :82 2x5 SP 12: .YPICAL 9IMPSON OR EQUAL UPLIFI/HANGER REQUIREMENTS HEM 2X4 SP 13 141-Gravity 1-1-Up 1 i tt _ _ --------- N,Ar UPLIFT vex -�--�--�- �Nia NANDER NL9 MAILING SCHEOULE: W.1;1x3.0-p-AaJli) H9 -4551 Wada OniYl HUS26 - + 276!♦ -12881 100 iPly TOP CHORD: 1 ROW 0 16 0,c. NTSI2 - -1000! I HU528 • + 33151 -16601 l6d Jply BOT CHORD: ! ROW 1 16' O.C. NTS12 - -20001 Each I HHUS48 - 42991 -18601 10d 201y WEBS 1 ROM / 4' O.C. Y-.Me - -3786/ Ewh 1100)) H13f948 - + '51801 -2000/ 150 2piy REPEAT NAILING AS EACH LAVEA IS APPLIED. USE EAUAL SPACING 4T12M - -44551 Each { 1f MGU848 - 4 68401 -21991 IOd 2ply BETWEEN ROWS AND STAGGER NAILS 1N EACH POTt TO AVOID SPLMING. USTSO - -46881 PW 2piy1� I HBUS49 - - 80001 -26500116d ?ply CS150 - -1650f _DF _- MGUS9.5- +113351 -39431 !fid 9ply PREOICIE0 HORIZONTAL MOVEMENT IS 0.46' DUE 10 LIVE LOAD ANO 0.J7' *A TO DEAD LOAD Al ONE SUPPORT. PEFEREHCE HOLMES LUMBER DETAIL S+JEET FOR UPLIFT/HANGER DETAILS PREDICTED VERTICAL DEFLECTION IS 0.85' DUE TO LIVE LOAD A P.IGIO CEILING OR CONTINUOUS LATERAL BRACING Al 24' OX. AND 0.29' DUE TO DEAD LOAD AT K ;. 14-06-13. `WST BE PROPERLY ATTACHED 10 THE 801TOW CHO110. OEFLEC730N CRITERIA IS l./3fi0 LIVE AND L/240 TOTAL LOAD, Ii HIP OESIGNEO TO SUPPORT 07-00-00 JACKS VI134 NO WEBS. .7' t2' 7� 55X I.Pxj 3X46xo TM � 3XS(A1) 6 JAI) .d 3 MO 12 26' i--� 7'4.1) il'3' 7.4.8 �--� 26' 7' 12' 7' -2190 'AV-25S30 U-9808 W-31 AV-25831 U-980# N-3.8 P -. rP2g 9- MR. DESIGN -TP -� V E :01190 B was w9n97 M M9o4cT9. Dc. TAYp"Medwe mum Car 00/05/95 TC LL 30.0J�OFA'111 IMPORTANTIM 20AX MT u PCOMISM PON NO ARNING t0 Oimm wow *a Mvwlor nM nu9 woX u uaae 9F wIcAttw, M Aw 114"1,9. to 011-911-0 M. w Thu mum .�` '�,, TC OL T.0 08/05/96 t IAL,uc T094a10 44 TOA"M LOW AMM%ITN IWO M TPI.- F01 A991U"L 9M UL MMUMPT WC1M9 a ` : MPLa CawscTw•A09 OACL a LMA&ALV.S11HL M1W9 A9tr VJ1110 ares.MISS WHO""1X9[1444 UP .� 8C OL 10.0Aug 0 a M MI A9 MT99. AFRI 9161011,9 T9 CAMM/ALL 1-I 000 MAA►R 1AMAKM 9AACa0 YIT9 FeeFiAlarses un v>t as 4TW�I v9CA=ed TAUS eta" Am1Tt" p AnA00 PUM300 Wum" "nM Do@ 5600 8C LL 0.0JBE MM9Lrw9 MNt 04011"al. 1"a 199&4.auw atAXOHIM Aunt M MV Muou Nato U VAN--w Att 1-F � TOT.L0. 47.0 LEN. 26-0-0991101,w1mo "al F/CMAIM"w M9 9 TM. AN 9101MeiL•9 not"�Lp9Alm w"Ve MIJAU ►CM Nry6A %MAL AMP Val a9m"A M 30 Ta 64 CMMMOpt W&M MK DArru1.414"v".Mv10Js1 A a"OF Tito •., O ai �•�; OW.FAC. •IN awr AND ewt FOV 1-e► i*it 1r At& TAl9 wr. T 4AreT ear '� E +` SPAC?166 s8! aspec b: - T - ' HIP V T 9'SB THISM PREPPREPHEO FF104 CONPUIEFI-INPUI M N H TT Y A 1Cg' C,% 214 SP t2 N PROVIDE TJPL FT c"ECTION6 Al 6EAAINGS AS INDICATED!102& 1199! [W I CHOc10 2c1 SP 11 N :62 2A• SP 42 N: UPLIFT il8 510 510 kEBS .4 SP t3 8RG_LOC 0.00 25.71 TRUSS DESIMO FOR 100 MPH BIND). MOO FT MEAN HEIGHI WITH DEAD LOAD OF 5.00 PSF (TOP! AND 5.00 PSF (BOTTOiI) . PAr-CTCTEO HORIZONTAL MOVENENT IS 0.43' DUE 10 LIVE LOAD ENCLOSED CA FULLY OPEN 6UILOING. THIS iPUSS NAY NOT 6E LOCAIEO AtlC 0.23' DUE TO DEAD LOAD AT ONE SUPPORT. . XrrHIA A 0.50' END ZONE FAOM EDGE OF THE ROOF, ---------------«.-«....»---------------------- POFOICIEO VERTICAL DEFLECTION IS 0.7!' DUE TO LIVE LOAD TYPICAL SIAPSON OR EQUAL UPLIP11HANGER REOUTAEMENTS AIS) 0.38" DUE TO DEAD LOAD Al K - 13-00-00. 10-bre w I ty 1-1-m I i f t OEFLFCTION CA178UA IS L/380 LIVE ANO L/240 TOTAL LOAD. ----�-rota-UPLIFT anot « --«------mar MANGER crae ---«--- H5 - -455,Welke On1Y1 MUS26 ■ + 27Si, -I?661 lOd lDly lDly A PIGIO CEILING OA CONTINUOUS LATERAL SWING AT 24. O.C. ATM • -i000F HUS26 - + 33151 -15501 16d 4U5r BE PROPERLY ATIACN£0 70 IME BOrTOW CHORD, ATS12 -2000! G►) HHUS4G - 1299) -1de01 LOd 201y MT1288 • -37861 JEa ecnl110d1 NHUS40 - 151800 -20OoJ VW 2plyM17286 - -44531st J6dFFHGUS48 - + 66401 -2i99J 10d 2PlyMSTSO - -4688, r 2plyl XGUS48 - + 80000 -26501 1150 201yCS150 - -1650, Ch1 OU MS5.5- +J133'5P -394561145d 30Iy REFERENCE HOLN£S LUMBER Cum SHEET FOR UPLIFT/HAMWA DETAILS 514 7 T 5 v 1.12 5 x3 5T , 6xs 3x7 EAU -N x7(A I) 3 6x6 • 12 26' 9'5• — 26' Av-13211 U+5100 Wok3'0 RV-13210 115100 W-3'8 PL9 -TY -ALPik DESIGN CA •PTPI OTY - i TOTALI R V 7 .0.4 6 AAlTis wA�A AewDucPAo ,• INC, Trrrlaa MUM cancra Coat 08/05/96 TC LL 30.0 PSFCOATI KIMPOATANTilJi ar ac,larecsuAx 10 AM AFWIIVG w wc+aura. MUM AAO atvunw Pm Ti"ecu&a"a UWC17S4a wew W"W"Tt" ►w re.w wi-ss on. act tN1a .+ Ug TC 171 7.0 PSF 08/05/96MLLAI Te W$e•TK 041101 w WeYPSWMU Ti1IP WU eT TPI. Pta Aa IMAL sNeAL PSMAW Ma ms ae ��''•ALPIK Comaciaw Rat PUG v a"sky.211"L AUT"d ASTa Aueao�caTa.craw swouW wo wm TOP BC OL 10.0 KF ' vPP AW an e rYtw Al rola. wv eoPs�senlM 14 aaN FACE M *"SCALA ea AAIUu"y&K=jWy Moo Twp Pw vuu eTAearisc U9,1750 801au Tom 4pL Paurm ay 1131=43iro P vuu**ATIWba sorw CwO a f4i 8C LL 0.0 PSF JBE NUT4PTi e PFA CPA"" a la NIA-F. • A-F.awaw aP STMAM VM MOPdtr ATTNAte Male 9KV* •-su inAll OF TOT.LQ. 47.0 �$F A LEN. 26-0-0 awccaac"w"306 r*0 s TPL. Pm eia ae-s AATna uogw A mot p/LMu ra r hom mcm,w Twp aawlea UPAICe To not ooacaawP ftomm Par L AwuAPiap. Pu m 4 car.or n" -; 0>0 a-• ,FAC. i .•33 m T Are*U"-W /40 w"w Aw emn w.. sw T ow qE tum coPTanPa. , '' o' ni "M I tam '�, SPACING 24.00 SPEC pR ' - - ' HIP ILT ' N P P T A Y FA 'Dn CHGgO 2x4 SP 02 N PAOVTOE UPLIFT CONNECTIONS AT BEARINGS AS IIIDICATEO. 1a�i sea 77" CHCAD 2x4 SP #I N :e2 2m 4 SP 02 N: UPLIFT : WEBS 2xA sP 03 BRS.LOC (Fall 0500,00 25'J00.71 TRUSS DESIGNED FOR 100 NPH MIND 15.00 F7 KAN HEIGHT WITH DEAD LOAD OF 5,00 PSF (TOPE AND 5.00 PSF (ROTI&. t)SSO1CTEO HORIZONTAL MOVE14EICT IS 0.41' DUE TO LIVE LOAD ENCLOSED CR FULLY OPEN BUILDING. THIS TRUSS WAY NOT B8 LOWED AA0 0.22' DUE TO DE40 LOAD AT ONE SUPPORT. WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. ----------------------- ---------------------------------- DEFLEC11ON CRITERIA 1S L/3S0 LIVE AND L/240 TOTAL LOAD. TYPICAL SIMPSON OR EQUAL UPLIFTIHANSER REQUIREMENTS ft A REG13 CEILING CA CONTINUOUS LATERAL BRACING AT 24•' O.C. _(+)■O--- (----- -- HUS7 BE PROPERLY ATTACHED TO THE eDTTON CHORD. -_---•rrrs UPLIFT *016 --� �--�-----Nrw HANGER Styx-----� H5 -455F(JeCNo Only) M�S26 + 27511 -12861 tad 1ply) MlS12 • -10001 HUS26 ■ + 33191 -!0501 184 1p y MTS12 -20001 2 EarhJ HHU948 - + 42991 -16600 100 20ly) ATT288 ■ -31861 2 Eothl [1001 HHU940 ■ + 51801 -20001 16d 2ply1 14TT288 -44561 2 Eecnll 1160 1 NGUS48 ■ + 86401 -2199# L06 2oly1 MSTSO -4b89I Por 201y1 NGUUSS4 5• ►183351 -384511 fBd 201Y CSJ50 -16501 EaCn) ( • REFERENCE HOLMES LUMBSA DETAIL SHEET.FOA UPLIFI/HANGER DETAILS �-4' 6X7 7 T1.SX3 .5X3 12 5 D 1.5x4 .5x4 v 5x14 3X7(Al) X7(A 1) 113 5X14 12 26' �■-� 8'3"A 26' Rvm13Zl# U-3000 W-3"S AV-13210 U-5001 W-3"6 PAT -TY 7-A - - REV. [SA - �7 ALsrie DABINUM'Fp000" 1we. TAOSIlO Amow sATure raae OB/05/96 TC LL 30.0 PSFF LMPORTANTN R#rrAL w se AlsrarstoLe ra AN' AFtN LNG w wwAoLuu, errenaM aAo � ,rri r. TC 1}L .0 PSFTE 08/03/96 NW(Anm PNOR Tots CCU"00 bell 1�Ec3na1tOML. On"T #ma".SEE X[/♦3 W Til. $a wn uslam �� t� ���, IAILYK 10 Mull TK TAUT! {M CCWoWriCE Y1TY am"N Tpl. I"A0432MAL SMCIM 061% w Awt4m IN xriwr eowemw#w rase w mo,►sALr. aTm rurrw Aaxw wlpwvrts.uwuw oois.rtse INOICAToa TOP - BC Oi. 10.0 PSFW6 Aw IN o INCIPt At MOM wLr CMMTw a 944 rAO or OMM SR►AS LULU"V wcso NXIMmm aw r4Lsos o>rcom Le"llto aN HKS asu" AORMOM LY ATTACKO Raw000 srlATNIK gTT"CHM � SC LL 0.0 p$F JOEtora�croa#ss■orarra qq lM s lt0a-►. ocatsw{TAWAwOs rlTil OTrarsRr AOTaClfO auot0 GIW+S»au TOT.LO. 47.0 PSFA LEN: 26-0-0 CWap UJOK ASU 0A0rtslm M M00 s M. rN Msftlg t s auric lumim wmg "ll"T1 s0A pow" �•?IeaL TMNArgas Ts rraooarswer►anreue am sra+r+la wLteArlw. ravrtw a ea•r o► rwc % ant Q;: OUR.FAC. 113tr ouL =INALL Mor 0s AOL s0 9/or TM a n oil"ray. 0sS ro TMs itis tAlalaM sorTf e,bl. '� ,,, do 0 SPACiZPiG 24.0` SPEC T P T v F TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS '4 BEARINGS AS INDICATED, f99f Seq 60T CHORD 2x8 SP 02 UPLIFT (LBI: 920 920 WEBS 2x4 SP #3 BRG.LOC IFF: 0.00 3.37 TRUSS DESIGNED FOR 100 MPH WINO 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 2.00 PSF (TOPI AND 1.00 PSF (6OMW . DEFLECTION CRITERIA IS L1360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN GUILOING. ------------------------------------------------- THIS ----------------------------------------------------- THIS GdRDER OESIGN£0 TO CARRY 02-00-00 FRAMING TC/BC SPLIT TYPICAL 51"N OR EQUAL UPLIFT/NANGEA REOUTAMNTS FROM ONE SLOE AND 26-00-00 TRUSSES FRAMING TO BOTiOW CHORD I+1-Gravity (-) Upll/t FROMOTHER SIDE. ------------------------ »..-^------------------------------- W** UPLIFT NNW MN* HANGER *NW A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 ■ -455#(Jacks Onlyl HUS26 - + 27314 -12961 110d fplY� MUST BE PROPERLY ATTACHEO TO THE 80TTDM CHORD, HTSS2 ■ -1000# HUS28 - + 3915# -15501 16d 1ply NTS12 s -20001 2 Esch MMUS48 - + 4299# -1660#(10d 2p1y) MTT280 -37669 2 Eocn IM HHUS48 - + 51800 -20000 16d 2p1Y I4T7288 -44568 Each 160) HOUS48 ■ + 66400 -2f�19# 10d 2ply) NS160 -4688/ Per 201y) HOUS46 ■ 4 scoot -26'!Oi116d 164 201y) CS150 - -16509 Each) HGUS5.5■ +113351 -3545 3ply) REFERENCE HOLMES LUHBER DETAIL SHEET FOR UPLIFTMANGER DETAILS �--- 2'10' 2'10" 12 5 p v v tD r0 X4(A 1•) AvmI4 920# W-3-8 RVw16451 Un920# W-3'8 PAT `TYP2- P NCA STP Y T V 7 848 raPns unWm�m rPOaucre, . r81>f0v!arOuuTe ex�eoi8 wit 02/0 /97. TC LL 30.0 PSFF .3691 N IMP0A7ANT**,"WAL f4T M nrewrsUU see Pucwr AF N;NG :r Wrrm a► evECrroK Aw (� vevrArwl,MB TWta ani8>t a VIM VoerruArur& w Awr MNC>fM, e[[Nre Ar er 8P1.K1 Mu arum •.►'"'q ,►, r►TUua m aaus TK mm w mra.wrc ruw oarM Of r.r. wm iawnow+�s�rcur.+ow+wn wuw a �1V' :•,, TC DL 7.0 PSF A7 02/06/97 \\ iL►fli vOMlq'iToee Aft 1{Ie[d HMA efaM.81,018 rerirw YTN aurPocNTs.►Ptaee otrayrue rMaTiCAr14 toP .• /�i Now a 4[Nor/T l2 corm. wu►oCIIIN6 o0s m•NuW OPMC v C�O�a Yt. CA7E ►�'�IYCtO Slim, wim z BC OL 10.0 PSF MG 2104•MO-W& M 111MMut1vv8Tm`MI rNra.eeer8M1 PMTMM tr+tr+mae.rrlrrreoerrArr+rBv; 807114 C ;N 13C.LL b 11SFs mre0:rau PM MWIIeN ate..r80to-/ars.01110100 U&MI w1. avoPmWaIVACi N AMU CUUM- 21140 a►1Tt aI c � ZOT.LD. =47.0 �PSF A LEN. 5-8-0 COUP"MIAWLVAeLe RroMlltvr10 0P"M a rel.aN UOrM WIL arta% Mum.rwaps WIM111a•P011 P10M%i L - �.'.• 10vA�W ram Mwww on in T.nu mrsmw/pwm so Sam".wuc+ulr+.04011"w A cOPr v:H+a S o10s #.-. w aM r uo WN KFALMw18 AWoariar MAr, aM a -� •�. QUR.FAC. 1 .3S .--rn•_n�w_P►1u era '��� .�•' SPACiN6 see 3bOVe VpE COMN b ?= 4 " COMN GE THIS QW8_ P P T TOP ORO 294 SP 82 H PROVIDE UPLIFT CONNECTIONS AlBEARINGS AS INDICATED. l991 38C) CH BOT CHORD 2x4 SP 82 N UPLIFT (LS): 120 PLF WEBS 2x4 SP 13 BRG.LOC (FTI: OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR000 MPH 1N0 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF TOP AND 5.00 PSF (BOTTOMj . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED OR FULLY OPEN BUI ING. - MUSI BE PROPERLY ATTACHED TO THE OOT70H CHORD. --------------------- ------------------------------------- --- TYPICAL SIMPSON OR EQUAL UPLIFTMANGEA REGUIREMENTB THIS GABLE END WILL SUPPORT UP TO i'0' OVERHANG ALONG THE TOP --�_-- (4)-Grevlty (-)-Uplift CHORD. REFER TO DRAWING GE-001. GE-002, OR 876, 719 FOR STUD ---------- ---------------- VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO ' K** UPLIFT MMe *** HANGER K**TRANSFEA ALL MORI20MAL WINO LOADS INTO THE ROOF AND CEILING H5 • -4550(JaCNa Only) I HU1926 • , 27519 -1286# 10d ?Iy) HR DIAPAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE MYS12 • -10009 I1 HUS26 ■ + 33158 -15504 16d 1plyJl RESPOMS764LIlY OF THE BUILDING DESIGNER. 'THIS TRUSS WILL ALSO IITII12 • -20009 2 Each MUS48 - + 42990 -1660# 10d 2ply SUPPORT 2'0' TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. M77288 + -37860 2 Each tOd HHUS48 - a 5160# -20000 16d 2ply HTT280 • -44558(2 Each I16d) HGUSAB - + 66404 -21999 10. IN ?Aly THE BUILDING DESIGNER IS RESPONSIBLE FOR THE SABLE SHEAR WALL MST60 • -45889 Per 2ply) NBUS48 - r 80000 -26509 16 Ad 2ply DESIGN. CEILING ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND CSISO -1660# faCA) HGUS5.9- +113350 -39459 15 3ply ALLTRUSS TO WALL CONNECTIONS. -------------------------------------------------- -------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS FOR GABLE STUD VERTICALS, UNLETSS OTHERWISE NOTEOC FOR VERTICALS LESS 'THAN 4'0 : 1.5113 ALPINE, 13 WOOOLOC. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED, PINE, FOR VERTICALS GREATER THAN 4'0": 2X4 AL23 WOODLOC. 1-- 2'10" 2110" 12 v 5 a C7- ) Li u 8. 1,4" 3'8" 1'4" R-129 p11 W-5'8" � gg PA S VP3 - P N DESIGN CR T-TP T - T - V 7 CI - ' 'L.`"`or:aasaeo •aooucn >uc. wssss asawRe eaTPaRs c.ae 02/06/97 TC LL 30.0 PSF REF [MPORTANT*llswll ATn as raPaaals Pa AW WARNING a tAaa►uq euurar AMD (� o MTHN rwr PHU UGM OR MW SPE V9CArras a AW wcwo.xr bl"t a Ts3.M nw anmu .�`" r ���,, TC OL 7.0 PSF (GATE 02/06/97 o"um TO#NICD va Tom w wwwams Kim aHu•V in. m Aair1CMq.WW44 1gmms? mcuo as ' apm coamom we"ac Or W""Lv. WUL NUTS""Tr w�wm.oust oaiursu wueuw mP 8C OL 10.0 PSF (QAWG 940 sR t am" At Narao.APR1 cumcT•Y=sum Paz OF Oft 6"6.et L31MULLY-441 aO WITH Pro 0 = sm a•"miftewanow"LOW"aY via-usm% PYIT1ar ar.arTW@ RiY110QD Oi�7MtM aarTew awn �bd0# _ N3C•1.L _ �0.PSE. JSI: oaiutcTw ra arArwt ssa ftr a ssaA.a,as3Aa•tTA10�RYt, rylriAaPaAM,anT4sat+9alt-tausra r•tta = Tt!OF 07.LD %47;0 -PSEt (GfA EN. •5-9-0 CbtaFM.WATar,2dlKa POWAM '60 Gat•TPJ. W&40660KIt ALPRf!•1tdrIZeAL.�raAwE tvwma FOR PaaPaa t: atAr w fw•tRAtiTAn Arr<=8 as so ad tCPParo r wrC=M W abaAU.APObM?Zot.PUNAM A avr•aP Twit 0� Q •` D .FAC. 1 .33 r tr r Adr•t atk Iw A!1 wr. a • TTarr r RAtT ,, _._... .................._._ ._�....._..... �s,.......�r` PACTNC� 24.0" woe ARI • 7- T 4 " COMN IRTS ows. PREQ FAMOM MPUTER INPUT IL F TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, (1991 S8C) SOT CHORD 2x4 SP 02 N UPLIFT VI: 200 200 WEBS 2x4 SP :3 BRG.LDC {�FT1• 0.00 5.37 TRUSS DESIGNED FOR 100 MPH 111NO 15,00 FT MEAN HEIGHT. W1TH DEAD LOAD OF 5.00 PSF ITOPI AND 5.00.PSF MOT70W DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. MUST PRIOPEALYGATCONTINUOUS ACKED TO THET00710BRACING RC ORO,AT 24' O.C. TYPICAL S1MP3QN)--8rsvllty (A!•UOl 0 t REOUTAEMENTS **x UPLIFT aMr *** HANGER OIMx HB - -45550 Jacks Only) HUS26 - + 27511 -12668 10d Iply MT512 -10001 HUS26 - + 3315: -1550: 16d 1ply MT312 -20008 2 Each? NNUS48 - + 4299: -106M 10d 201y HTT286 - -37661 Each) [10d1 NHUS48 _ + 3180: -20001 16d 201y MTT288 -4455: 2 Eachl 16d NGUS48 - + 66400 -21990 lOd Zply MST60 ! -46861 Par 2ply) NGUS40 - + 80001 -2650166 2ply C5150 - -16500 EachHGUS5.5■ +113341 -39458 160 3pIV REFERENCE HOLHES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 2'10" 2'10" --� v 12 T 5 p F 2 LT41 e, I.4" Rv-3650 U-2008 Y1-3"B RV-365# U-2004 W-3'B P ? -TY t-A DE N R T TP Y - - R V A -Fla .9 wrW1 EM�swenoo PlooutTs 1Mc. M110 1 Unuum saws:cim *11�4PORTAN-r*u auu1.NOT u wra& Pa Arr ARNING t* NAmu m COUISCM fro 02/06/97 TC LL 30.0 PSF FIEF ` TC OL 7.0 PSF ATE 02/06/97 0lY1A710N/JOR TNu 0[120M ON 717!VOC1/NJ171W0, OA mlr MMCT7M1.1[1IIIP11 xr Tt1. OQ TMT1 001W +�_.�16 ���i� (� MUM"S4riA 16 WNW=ON/*0114MC1 WTNI IST01 W 701. FOR AMUOWT.1PWAL PEOIUUT 1"04 At �Y'� ���i AXPIN maonto"Aft KM of wn w.r. UUL•UT1w ANN "IMMKt.wsu mown uowil m Tao BC OL 10.0 PSF AN ur1 M•DWI a N".'~cllOUNIS 10-MWO-AW[er cMOPo•06"K%A=muv SIUM W17N MON �1a• rwr uo 41Lc/1.O K&M aaWWAIMAIRM.160104 wurwN sr auTAor&ftMW""a" 0006.uaa - ,x . 8C LL 0':0�F�SF '1119 90"ZIM MO onN1w aM. t1a1 4464•+. UAW WAND s MjIN S0�11�09 NTT�CY1n 11111 ti114Taa.-•1t[ air►tf�►' 0T.U1. 47. PSF OfA LEM. 5-8-0 COW41KWAPPLUMCPM0r2SUA r N71 O W. AN th;UNIN'a MOUC I dWJ4 SP1A7t p/TnN 1ON+NO/LN vt, 40 TWA CROWN onus"no 000ONTNT oEP1cw<e 64st tRMWt4.P11r.TWT1011. wwUN O cam 00 Tun ,%, apl9 GUA.FAC. 1. a iW Srsr RST Ow -r - --- •-- -- - -- _ __-.--------.�_.._ �''�,..........+``� 3PACZNG 24_O" cam 4ob• 7- 4 T12 4' MONO GQR INIS nWQ. P M TOP CKRO 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, (1581 SBC) BOT CHORD 2x6 SP #2 N UPLIFT ILB): 200 Z40 WEBS 2x4 SP 13 TRUSSODESIGGNED FOR 11PH WIND 14.00 FT MEAN HEIGHT WITH DEAD LOAD OF 0.00 PSF ITGPI AND 5.00 PSF WOTRW . DEFLECTION CRIIERIA 15 L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILD?NG. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SU4PBON OR EQUAL UPLIFT/HANGER REOUTRENEHTS MUST BE PROPERLY ATTACHED TO THE 60110M CHORD. 1+)-Gravity I-)-uplllt SPECIAL LOADS NNW UPLIFT aaw *K* HANGER >taa ------------------^--------------------------•---- H5 4551(Jacks Only) MMS • + 27510 -12861 iOd 10 y Tt - Frog 14 PLf at 0.00 l0 74 PLF s! 4.00 MYS12 -10001 NUS26 - + 33150 -15500 164 /ply BC - From 20 PLf at 0.00 to 20 PLF at 4.00 MTS12 -20001 2 Each HH�US40 • + 4299# -1660# lOd 2ply BC - 699 L8 Concentrated Load at 2.00 HTT2BB -37861 Each ((IOd)) HHUS48 - + 5180# -2000# 166 2ply MT726B - -44561 2 Each 118dI HGUS48 - + 66401 -21999 lOd 2p1y MSI80 - -46880 Per 2ply) NGUS48 w + 60001 -26501 160 2ply CS160 -1650# Each)_ HGU68.5- +113351 -3945# 16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE HANGER AT RIOHT ENO OF TRUSS FOR 495.22 LES. 12 5 i7 0 0 Cu N Li I) T 4' 2' 2' 69 aT 1.6X3 Rv-580! Ui-200# til-3'8 R-4950 Um2400 T p 5 � PATG �Ty -ALPINg DESIGN CRIT-TPI. OTY • t JQTAL • j REV. 1 3y A90 97 aaruM srsiner�ao aMoua:Ta Taxnw aatouraa�srTwaa uw 02/ 6/97 TC LL 30.0 PSF REF itIMPORTANT**w u asT sa mmPu4C as raa auw ARNING iw wmzw aretuw aws sarraTamr Tsw Tawzs atsioa as uToe sseeTflcaruws, OR arT aoaeva•sa Tus•s�w m.saga rrTs aannr ��`" ''�!, TC DL 7.0 PSF DATE 02/06/97 PAU=Ta KWU Twa TIM TJI mNFORW s 111TH 111174111 w Vi. Tas�►m3Tuiw WilU&:AM GNAUM at � V O� wzK aaa+aseTaati 11+41 wmc OF moa 1111#T. auel MtETLM alaTTa aataawaasa.Jaws 6TWMI![ewTUT�4 To. .• 8C DL 0 .0 PSF ORI itY 0 i&VAPT•/a WTA&~CW*XGV aM W CAW nft o► 040 MILL K UF LY'a+auo KM PlEM 4rMs wo vaaaw•CIRONO a UNION W ASM OUNN, NUTua• MAIN&MT-PU MANIMA aan+aa.9 mo 8C LL• .�•PSFJas IWI Ms ua w a wrs.A"M aTanwaos ULU ftOP V*ATta�sm CCUAW--1111+# E 0►fhpftic a pnvm alw w+Ma a TP4.Awswums �6sm4wkmi. wersu /OiT aaioid TOT LD +47:•Q•PSR A 'EN:mlMl+a+,CO/Y a►TaaJf .. V OUR.fAC. 1.1111 auly aw '1bT n Taa+r. � T«a•T CT rrrWwa. ��.• �_».,....aa 1111#TrsT+wnr. wA►s+sT tattaral�esutsa[eteata _ �'+► N�` SPACING Saa above PE 7— 7 — 4 / TIG 11-8- COMN GE THIS ONG, PMPAREDR IkPul fLQAQS & DIME"TONS) NF TOP CHORD 2x4 SP 42 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 1991 SBC# 007 CNORO 2x4 SP #2 N UPLIFT (LBI: 12O PLF NESS 2x4 SP 13 BRG.LOC IFT)' OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MPH WINO 19.00 FT MEAN HEIGHT I WITH DEAD LOAD OF 5.00 PSF #TOP) ANO 5.00 PSF (6017R. A AIGIO CEILING OR CONTINUOUS LATERAL SWING AT 24" O.C. ENCLOSED OR FULLY OPEN BUILDING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------ ----- - - - --- - ------ TYPICAL SIMP$IN OR EQUAL UPLIFT/f1ANGER REQUIREMENTS THIS GABLE END WILL SUPPORT UP TO 1'0" OVERHANG ALONG THE TOP 1)+Grevlty (-)-Uplift CHOg0. REFER TO ORAWIN13 GE-001, GE-002, OR 876.719 FOR STUD VERTICALS AND GRACING DETAILS. GABLE ENO HAS BEEN DESIGNED TO *KN UPLIFT x>tN I V** HANGER A*m TRANSFER ALL HORIZONTAL WINO LOADS INTO THE ROOF AND CEILING H5 - -45:34 Wacky Only) I HUS26 ■ • 27514 -102860 LOd !ply OIAPHAAGMS. CONNECTION ARID DESIGN OF THESE SYSTEMS ARE THE MTS12 - -!0001 MUS26 ■ t 33154 -1660# 16d !ply RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO MTSL2 - -20001012 Each NHUS46 - • 4289# -16606 lOd 201y SUFDORT 2'0" TOPMOTTON SPLIT ROOF LOAD ON ONE SIDE. MTT266 - -3786/ 2 Ea iIN IfHUS48 ■ + 51801 -70001 6d 2ply MTY268 - -44551 2 Ea 16C HOUS48 - + 66401 -21991 10d 2oly THE BUILDING DESIGNER IS RESPONSIBLE FOR THE CABLE SHEAR WALL MST50 - -46881 Por jply) I HOUS48 - + 80004 -26500 16d 2ply OESIGN. .CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTION% AND C315D - -16500_EaCIN _ -- I NGM.5: +113351_39450 16d 301y ALL 1810!52 TO NAL. CONNECTIONS. -- ---FOR GABLE STUD VERTICALS. UNLESS OTHERWISE NOTED: REFERENCE HOLMES LUNGER DETAIL SHEET FOR UPLIFT/MANGER DETAILS FOR VERTICALS LESS THAN 4'0": 1.5x3 ALPINE. 13 WOODLOC. ALL PLATES ARE 1.5x3 EXCEPT AS NOTED. FOR VERTICALS GREATER IRAN 4 0". 2x4 ALPINE, 23 WOWLOC. 5'10' 5'IO" --� 3X4 12 v 5 p;- 6 m 6 tU N 2x4(A!! ri ri 13 rl X4 Ui) s --�114" -�- ills' 14"� Rill Of W-11'8" TA GG a T44 P T. TYP = P E GN R T-TP T - REV. UI: F 4fl aitw ws'Pnr w0"g" a�0. Twsta"AwL"ExuaE e.PE 02/06/97 TC LL 30.0 M If�tPOFiTANTlf11 Tay NOT x10 awraxatw r0x aNT ARMING tN N,wuaaa EuertoM um ���tTt, n xarau>w rxor tws oeuw a xasc'veevwrzaa MAW aCUL Wt SN"I rr wt.SU TNN OMIAV .� '�► PAWM."WUS TA TOM tr CWM MU PUN aiu w Wt. wn AMTIW .ai6CM ri WMT wcwa.c � • TC OL 7.0 02/06/97 AMW asMOM Ng SUM d X"ata. W4Waatp=ABN PAWKrn.waa ewwuE vOraTw tar 8C OL 10.0•OM"N NOM.WLY CAW69 OEa a EAST►tia r QM aPt«K umuu.T wp0 PITH ft* MOM 0 ttam OPS Lacca w un uut% powim aT.aTrAvto•P�000 AWAU W WM Chew - SC LL 0.0JSE camww PN►wrr"Sm w a t0Y-f.autrA Wmean EtTN PROCKV MU D"slap CELLTar $aowwE warPt uw►E P�ort�tw a w►Ttn.•w taaETwiar• K►yt TEantrx'aaau titaptf ret r110PMt� 3106 OF TOT.L0. 47.0LEN. 11-6-0 TPttr awaPtxaaPt Tia toam"ammiuN.Pu"m A wr w un %. 0�o as L My urs.tr Pan V ' OUR.FAC. !.33 'a, lt�M• SPACING 2x1.0GABS .Jo T - T Ed r s! 1 Y a F ar GE�OAD 2x4 SP 02 N PROVIDE UPLIFT CONNEC11ONS AT BEARINGS AS INGICATEO. {1951 SBCl AtY' CHORD 2x0 SP 02 N UPLIFT {L8): 230 200 200 BIOS 2xs SP 62 N BRG.LOC W11: 0.00 7.00 7.00 TRUSS OESIGNEO FOR 140 WH WIND 15.00 FT MEAN NEIGH] WITH DEAD LOAD OF 15.00 PSF (TOP` ANO 5.00 PSF lBOTTiA . CCFtkCT?ON CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. E CHIVEA R FULLY OPENEBUILDThFROM . TOFSTTR SOF MAY N01 BE LOCATED A MID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ____-,__---------- ------------------------- MUST BE PROPERLY ATIACHEO TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFTIHANOER REOUIRENENIS (O■Grovlly (-)■olpll ft ----- Arx UPLIFT rrr�---� --�------"LL HANGER reel -------- H5 -455f(Jacke Onlyl MUS26 - 1 279]1 -128Bf(f4d i0)Y MTSJ2 - -i0001 1 HUS26 - 1 33150 -155011]60 iDIYj M1112 -20000 2 Each 1 NHUS40 - • 42990 -1650/(IOd 291y MIT288 - -37661 2 Euh 10d)y HMS48 • +• 6180f -20000I 18e1 2ply 1tST888 -5881 ReEe fOAI��ddf I HGGUU34A8 - • 80�00� 226Wfi 16d Pply) CS150 ■ -1b50I(Each HGUS5.5- •113350 -39450 ]6d 3ply) REFERENCE NOLHES LUMBER QETAIL SHEET FCR UWIFl/H WEA OVAILS pPROV(OE 3 1 16d TOE-�RAILS AT TOP CHORD. Rv-22.30 U-2a04NAILED 10110E �v 5718 1B83NAILlb BOTTOM CHORD. t'4 Lf, ., � 15.6'2 rn 5 M i�I N 6 2X4(Al) T .Z 3 e. L•_1•4- 7, Av-4560 U-2300 W-3"8 •w� PAT QTY 7" P DESIGN -T - TOTAL • REV, 7 ELIEN "�' O1u" , t1° IRA= WWCatalm COM 06 05. 96 TC LL 30.0 PSFIWORTANT*1t s W'Wu AUFdwTru Fa uwr ARNING sM ►ASCI.IAa mcnew m I"��� TC OL 7.0 PSF5/96 ewrurier Frets TATs rEudw oA TxirE sFceTsttAllans m Aw► sweTPt, uc NtA-Et rr art. r[E TWs ocstaw .1` 1115 ''•�.FiHLM W WILD"a TWJU IM CW W11KfIiITN OrTar rY IST. Fee AIMITIOMIL■FICIAL FEMNIENT 043AS ACJ :"US ewumar AM was rF aeon WAX.ATEEJ.IQTIxr ASIA e11 IMMUTA.Auer■ONErxt�r III "M TOF � 6C OL 10•0 PSFu0■R a EIYTJT AS 10 . MNLT 0WOUTIN N f1CH FACE OF OArO SK"ad t"MUV GLIM VITw 11114MASU!!Ma%"=ortiftlKL"FAoN TATASnWKPorts%W LV A1IMXtG FLTiM$MINS u. mum Crerr � - 9C 1.L 0.0 PSFco�g mon 1"01100EA 0% Ids E IEG{.F, rrflelS lissm"rr wool Jr1ow"alhoEO mm utL" --s[t :eaASaalt Wu.wtcmu law or Se!r rT. w alaaw's "Poo Trew wJ&W"Tn alIeru M~99STAlE a _ TOT.!O. q7�0 PSFSIX aM TMT!0.0m"NFLIEA 14 M cdl.axc"OEiiUM Aw. ■WAAL AMAMM. FWUN A CdW W 7MTr • tlRif e= 1.3tM Wr &2 Witt 101 r A 1 UAW IM A" u"w7. QOM w ErFen"CCAIRt,CTar. ��, ��,` OUA.F+AC.1. r ' SPACING 24.0" S rRG.-ID Q —x4 SP12 H PROVIDE UPLIFT CONHECIIONS AT BEARINGS AS INO1CATED.714 SP /2 ?! UPLIFT 1L81: 200 ?00 200 x4 SP 12 N BRO.LOC F7): 0.00 5.00 • 5.00 TAUSS OESiGNEO FOR 100 MPH WINO 15.00 FT MEAN HEIGHT NITH DEAD LOAD CF 5.00 PSF POPE AND 5.00 PSF 180110141CRITERIA 19 L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS IAUSS MAY NOT BE LOCATED WITHIN A 4.50' ENO ZONE FROM EDGE OF THE ROOF. LING OR CONTINUOUS LATERAL BRACING AT 24" O.C. -------------------------------------------------------------- P%jSr Be PROPERLY ATTACHEO 70 THE 6077014 CHORD. TYPICAL SIMPSON OA EQUAL UPLIFTMANGER AEGUIREMENTS N)■OravilY (-1■Uollft ------------------- -------- NEN UPL(FT NO NON HANDER NEN H6 . -45511Jacks Only) I HUS26 - ► Z751A -1286! 10d 1ply xrS12 - -i000.1 1 HUS26 - + 33151 -166011164 16d 10011v vi -2000! 2 Each HHU548 + 42990 -1660/ iQd 2ply MT7288 -3186/ 2 Eech i0d} MMUS48 ■ i MOP -20001 l6d 2ply MT1288 -44551 2 Each 164) NSUS49 ■ + 6640f -21490fad 20ly) 14ST60 -46881 Per fply) HGUS48 - 1 80001 -2680f160 201y) CS150 - -1650f Each HGUS5.5- •113351 -39451 3ply) REFERENCE HOLLIES LUMBER DETAIL SHEET FDA UPLIFT/HANGER DETAILS PROVIDE ( 2 1 16d TOE-HAILS AT TOP CHOAO. AV■15O# 11-200#NAILEO PRDYID�VWN W120,IR&T BOTTOM CHORD. 10'1"4 IL .r 5v lV tU fV ZR4(A 1) to ti 12 I 1.4" 6� AV-3684 Ui2007Y W-3`8 PA TY '-ALOTN D GN •CA +TP 4 7 TA >• 4 REV. 7 IER 0 ALKK a slugg o .analirl •vcMiss"1M47ioa 4 ug"CAM 08/05/96 TC LL 30.0 PSF REF *IMPORTANT X*&K"my u ray6wim ran ANY OARNING IN 11"MIia. weT:er AM "MVIATM rsoa TNN E1S=w T►tae erUVWA410A, u AMN MAU".ae1 Ms-e1 ay TPI. au ims auto .�� '��. TC OL 7.0 PSF ATE 06/05/96 V�\ rAV-2411 TO tuuo Oil Tw7ta Li CW*VW eE 11x14 0/1411 RIF W1. FOR AsstnlM&5MfA7.PKIWK a AAWJAO oil F �' O� "3w CUM 40 AM1 wee w aEOA ULV. GTO L Mena AWN sw0cwL U4.1Ee eTOa4NUK 6MO=16L no BO OL 10.0 PSF OAW O aw a a excnT Aa Notes.APPLY C&SALUM TO EACN rAC1 V CHM&WLL K U10uY IPA=x>IN PrAPO Taw AND W"32 a1►4arz"LOWER w*42 tEAW wa1110w eY A11Aw PLOW061"AMTM. s0ttw CHH • 6i0e BC LL 0.0 PSF BEG com4cu As M c"w"134 M a UNA-r.onto$TAman 101E NVO LV A1IACMO um CRUX*--uc •TAtE O/ 47.0 PSF 01A LEN. eaNHuw wA..Llcuu reonrataw eT Aoa a urf.AN 4MSTx17x•a wus 7tOeIicAL 1/Olate p1t/9/1 rae raor0f ift oN vies O w AML1E/>ti TMt e4.oa+a1 o[.u1w PirJr tErwu AAAtC►1710a. WIN60N A eEr.v T■tE tA! a'` OUR.FAC. 1 .93 11 W auY AW NW MOT K TED um 0 Aw Clue*no. on Ta 04-1rawas mcfeau ��►,,,I' -��,�'�� WACING 24.0■ TYPE'---- JACK r0_EFLEC7JWN - 'V T s� a F M Tr r T VF 2x4 sP /2 NPRovloE uparT COMVEC11ONS Ar BEAR1NGs As INGICATEO.2%A SP 12 N UPLIFT (LB�: 200 200 200 2x-4 SP 02 N BAG.LOC (F7 : 0.00 3.00 3.00 TRUSS OESIGNEO FON 100 MPH WIND 15.00 FT MEAN HEIGHT WITH OEAD LOAD OF 5.00 PSP (TOP) ANO 5.00 PSF 180TTOM). CRITERIA 19 L/360 LIVE ANO L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILOING. ------=--------------------------------------- ILING OR CONTINUDUS LATERAL GRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UP IFT/HANGER W-OUTREKENIS HUS' BE PROPERLY ATTACHED TO THE BOTTOM CHOAO. (+) GravlE (-)Wpllft ----- xaM UPLIFT NUN -"---- - --------^ r*a HANDER i1Mi `- 4550(JacMa Only) HUS26 - + 27511 -1268/ LOd 1ply� HS " -10001 HUS26 - + 33151 -15504 l8d *ply NTS12 - ^20001 Edth HHUS4B - + 4249! -15604 LOd 2p1Y XTT288 - -3?881 2 E4ch (10d) HMS48 - a 51801 -2000A 16d 210 IV MTT288 - -44951 2 Eat 11501 NGUS40 - + 66400 -21891 104 2ply NS760 - -45881 sr 2p1y) HGUS4a - 4 80001 -26501 16d 2ply CS150 - -16'500 sch) HGUS5.5- OIJ33'50 -39451 16d 30IV REFERENCE HOLMES LLWM DETAIL SHEET FOR UPLIFT/MANGEA DETAILS PROVIDE 1 P. ll 160 TOE-RAILS AT TOP CKRO. Rv-681 U-200/NAILE0 PROVIDE ( 2 1 16d TOE-NAILS AT Dorm CHORD. J'3"4 0 n 5 2 ~ 6'8"2 2X 41A N , 07 a B' -a 3 12 1-4" 3' --- Av-290# U-2000 W-3"8 Av-231 (1-2000NAILEO r kr, TfY.�TYR-_A•P .S N �-T Y T A A V 1 6Q 4 Kraft c%6twAAoo Plumm uc. "MUD ATWTq IXUkM CAR 019/05/96 TC LL 30.0 PSF AEF *INPOATANT**am"Moi a pumuiriu m ANr AANSNG to aA&ILlfNt, gmttaf AND A(` d� ooi, ITC OL 7.0 PSF AT 08/05/86 \vT;,jt1 avtATiir rwA ous aestw a*laic srievlaTtawk a ua auiuK. it[HIiN1 ar tn1.t[t 1MI!OEIUM OrAU WE TO Wj" 4[TOM W COWWAMN MIEN 4!710 M TF1. AON A4ot/tw1L IPWI%L PLINUK41 ORM41 pe"VA CG%MUM ARE MU iF MU our. WM OUT1AD ASTM oo{AtAOtrii waw atw.raUL v►otrATia Ta - BC OL 10.0 PSF R4(AAN a o cicia w aiTO.Why cif* as" to c6cm fa or DOD sm"L p UWULALLV gwm Ion"f•jwptl rrua Afa orLw ofNW,lsi Loar10 w Tali iEs14N. FoalrwM Lr ArTeAtO 14rai00,tATM1AR ioTtiN owr08C LL 4� PSF BEG ca"crom fi:a Apmpm tx Aso i "".+. at""stamu A "is m pmv ATTAaao Vito Ci1L1w .-ue - � 701.L . 47.0 PSF 0 A LEN. cascim y mftrCAiLL pow.,rOM M ma r TFr. W twu"4'i ALmw T Iti11.LOOATE U'l.1Jf11 /OR frW" 1:MEii OiMYi►L 1%Il2ELTtb1.AWWrIw x COFr V fNri , • D. .I�A1;. 1f3eifafuerir. .,, ` SPACING 24.0- JACK + n - T - P MM 11 Y 1 ' TOPCHCAD 2x4 SP i2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS N3=991% Qal CHORD 2x4 SP 02 N UPLIFT (L6): 240 200 3090 WEBS 2fc4 SP 03 BAG.LOC IFTI: 0.00 9.90 9.90 9.90 TRUSS DESIGNED FDR 100 KPH WINO 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 ASF (TON AND 8.00 PSF (DOTTOMI . 0EFLEC710H CAITERiA 19 L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. ---•----------------------------------------------------------- TkIS HTPJACK IS OFSIGNED TO SUPPORT A CORNkA SET WITH 07-00-00 TYPICAL SIMPSON OR EOUAI.UFt1FT/HANGER REOUIR£MEi1TS SE"SACK. CORNER JACKS HAVE NO WEBS. I+l-Gravity 1-1-UpllIt A 1IGIO CEILING OR CONTINUOUS LATERAL BRACING Al 24" O.C. xx* UPLIFT *x11 x1111 HANGER *1111 MUST BE PADPERLY ATTACHED TO THE BOTTOM CHOI H9 - -455/(Jacks Onlyl I HUS26 27511' -12861 100 to y MTSt2 - -10001 HUS26 - d 33151 -1550! 16d 1PIy MTS12 -20001(2 Eecn HHUS48 - + 42991 -18601 IN 2ply 14TT288 - -3788112 Eecn I10dif HHUS4B - t 51800 -20001 160 2ply M71288 - -4455012 Each 16d FGU948 - + 66011 -21981 100 2ply MST60 - -46881 Per 200 NGUS48 - + 80001 -26101 16d 201y C3150 • -165DO(Each) I HGUS5.5- •113354 -394W 16d 3ply -------------------------------------------------------------- REFERENCE HDLMES LUNGER OEIAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE 1316d TOE-MAILS AT TOP CHORD. PROVIDE 13 1 16d TOE-NAILS AT BOTTOM CHORD. Rv-2830 U-30800NAILE0 AV-4699 U-POONNAILEO :WO'11"7 _ - 12 +d 3,54 v 9'6"2 117 in 4X4 N to 2X 4(A 1) T' 2.12 8 12 1110110 9'10-13 Av-352# Uw2400 M-4'15 TAG T40 REV. EREF 60 P 'T. TVP — P G CRIT-TPI T .6995 ILPudt EA011MtiTICO ttprp{ICTS, IMC. tlultta EEtulm"Tow CAW MOWN N TC LL 30.0 PSFIMPORTANTII*'& NST w AavoMEI1Lt/a,01 ARNING IK 11nCLuk EaGga11 Aw ,�,,,ecYILrICN A1011 IMI*aeno11 011 tris[srEesr11aruw a AJIY at11csMa.1C[Mta!t 1Y IPI. tEe ►wa 1[atw .+`' TC OL 7.0 P5F5/95 F-ATUM W wKa Po T%fo IN CWWC 111 MICE 11111(OITU w 011. 104 A00Tt1am VQLL raft" 7 II Ia6 atAL03M CCM. C%M AM=W a sew OILY.STEEL IRCTIMS ANN CluaerEI wtu SUM"i a ua1WIA Tor : 6C OL 10.0 PSFLyda 0 1 IMAPI N MOTEO. III 93WW.MM Ta LUM PAU Ar CHM*NULL Y UTAMLLY I ICED IIITM PPIpTMOTION LY 011AORa RAMON W,001m, NOTION t+Ore �W 9C LL 0.0 PgF=04CUM AU OaWWA Ue. IEe 1 11aw-F. Maar STA114U M Y1TN- W- V MIACK0 asON CCLLW--Us slA1c 0/ IOT.LO. 47.0 pSFteNrat11 wwrLTCA1Ls rrevsssla a Atte t T►11,w EIs11MYa•1 AVT1,t vptItCLL ursLte nMu 1'a►►1srEa-Lit 10 s e1M wdo OwerEO wx br+wet Akuwtw.Fuwm A an w al i : �4 Q � QUA.1=AC. 1 .•33 t T 1 Itw TwSPACING a@@ abOVe + '�►. +' 4 IHIS OWS. P FAgN COMPUTER INPUi-ILN510,N5111HO BY 111LISS HFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNS A ECTIONS AT SEARINGS INDICATED. 41991 1199! S8C) 807 CHORD 2x4 SP 42 N UPLIFT $61: 200 200 200 WEBS 204 SP i2 N BRG.LOC I T : 0.00 4.00 4.00 TRUSS DESIGNED FOR 100 MPH WINO 15.00 FT MEAN WIGHT. WITH DEAD LOAD OF 5.00 PSF (TOPS AND 5.00 PSF (BOTTOM) . OEFLEC;lON CRITERIA IS L/350 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. -------------------------------------------------------------- A A1.110 CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS MUST BE PROPERLY ATTACHEO TO THE BOTTOM CHORD. l+) Grevlty (-)-Uplift - MAN UPLIFT 3[1rN------- --- *NN HANGER NAA--_----- H5 - -455/(Jacks Only) HUS25 - 4 27510 -12SU 00d 1p1Y) MTS32 -!000/ MUS26 - + 33151 -!5501 !6d 3plyl MT512 -2000/ 2 f:C' HHUS48 - + 42591 -1680/ lOd 2piy) M17280 -37861 2 FaCh) t1Od1 HHU348 + 51807 -2000/ l6d 2ply MT728B -44554 2 EBChJ) 16d) H6US48 + 66401 -2199/ 10d 20V MS160 -4688+ Per 2ply) WAM48 - r 80004 -26504 16d 201Y CS150 -1650#(Each) . NSUS5.5- 1113354 39451 16d 301V REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HARGER DETAILS PRDVIOE 1 2 ) 16d TOE-NAILS AT 70P CHORD. Rv-1110 U-2004NAILEO PROVIDE l 2 ) 164 TOE-NAILS AT BOT10N CHORD. 9'0'4 12 6 6 © o N N t 8. �----1.4` 4' ---� Rv-3274 U+2001 W-3"S Rv-371 U-2004NAILEO TLT -TY�9.-ALPINE D IGI� RIT�►TP OTV - +4 T A - 4 R V 7 S Srto 84 ; Aw►t Ewuecrso v�SoucTr. rAc. =m"mum"mmJAW ©2/0 /97 TC LL 30.0 PSFFAW }�� *IMPOR7AN7� ,�Xor..AISPOW u.a.AW AAN�NG w MANOLM aEcr9M ,au` OEV2AiUp1/yqy TXi�ODIiY Of tllK lrECtfldTiON/, aP w+v WCIIi.!K IQH7 IY TPI.iQ iMi o`` A" TC DL 7.0 PSFE02/06/97 \\uv�AV\ van M xo 89"x9 asn m ClhF*'4"WJ Mr1H MIM w Wl. Far AWJTmwa.SOMIA rww+sr,2 wrAvers CGOU an AM was ar aria aa<v. sTL rsaTlu A M WMotrwa.ur.w a1MAKIS UQUATIC DL 10.0 PSF a e.ascpT AS WSIM APOLTAI 497445 To MAIN pros W: A M a�•s•iA�nx.►r wfi=-VVr !;-am-mtm KKOKs%,wTu ON rNtl7EltGl paLTtlMI: LV,ATlwi4w ftlawl AMrN1YuR r0TT9Y - .N u.•LL �.M A WA-P.WASIM I AMWIM aST+e PNmaar•nrypyo ua•a�ur xi. 1 :- ' ttd7.;0' /A MAL awws asPwaa. •ek rrrT aSPr�•AIF- oww�wn►�w►7 -rrtAu�.+►.tae�,o .y 33 w reT ww war. 'x, DUR F-AC.'"S-. .,,, ArE6? ..• 4DAMWR 74 �• .Mew 7- T 4 J 2' CORNER JACKPREPARED M COMPUIER INPUT A N NTT [ HFA, TOP CHORD 2x4 SP 12 N PAOYLOE UPLIFT CONNECTIONS Al BEARINGS AS II+IDICATED. (1991 58C) BOT C : 200 200 200 WEEBS ORD 2x4 SP #2 N ORB.LOC (FT): 0.00 2.00 2.00 TRUSS DESIGNED FOR !00 MPH WEND 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CA17ERIA IS L/350 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. ------------------------ -- -------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIRENERYS MUST BE PROPERLY ATTACHED TO 711E BOTTOM CHORD. (i) 6ravlly (-) Upllfl ----- --- — ------- UPLIFT NN3t ----~____ 11NM HANGER H -4554(Jack Only) HLS26 - + 2751# -12860 100 1p1y) fYS12 � -10004 MUS26 - + 33L5# -155081(160 IPIV MTS 12 - -20000(2 Eech) HHUS48 - + 42999 -16608 104 2ply MT1288 -37860(2 Each) (10d) HHUS48 ■ + 51804 -20000 l6d 2ply MT1288 -4455# 2 Each) 16d) HGUS48 ■ • 66401 -21990 10d 2plyMST60 -4688#{Per 2p IV) HGUS48 - ► 80004 -26504 16d 2pIv CS150 -1600#(Each) I HGUS5.5- +11335# -39454 16d 3ply 1;EFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE 1 2 1 16d TOE-NAILS AT IOP CHORD. PROVIDE 2 16d TOE-NAILS AT 00110H CHORD. 8'10"4 -Tz 12 IV 5 p iv .4 T 2X4(Ai) a 8' I 2' Rv-264# U-200# W-3'8 Hv-139 U-2000NA1LED Rv-14I U-2000NAILED PaT. TYP ZAP E DESIGN CRIT-TPI OTY 2 TOTALREV. 7.3 C/IE VIS wus oa:r[Eara /Mmuerrt wa. Tauna Mimi wtma C 42�06�97 CLL 30.0 PSF IIiNIPQR�'ANTU40 N V mwW=F9"TK*J►r'M UN MM.=G :r w� -Wi. tdjkX U IM �.�,��� 7C OL 7.0 PSF GATE 02/06/97 ravrAnw raaH IMIO oeuw an�+ta[afaeuranaa w 4r/ aaulw.are HU-41 w Tvt. u[THra aesrol ., `',,, rauus m wus wa�IN 000404UM 14TH-GEM w,at. ra[-toUTHKa rca:k•wrwrua gaNUM a[ ' 0 A�mrtcfaw 4<mw w am"uw.arra Main am tu"awk vun enumut"Mul t,.m s - C OL •10.0 PSF IN asu M O'aWEN U-000.-~*"*=TONa T[OW ftCa W: OWS 104.4 t[U="UT MON N I N Yo.urw antwuF%Caar[4w•T+w ocuw ""VAN VATT"as 00"m1ruv+alk WIN - ; '.8� . Co.:LL. —�Q,-�0 FBF JOE. �N awwlwta +aa.t taa�, at.re,+sl4wo ' rztnwn.�r.•TI.Cwal.wse t[iwwi ~ ,aTAr�ias ;� ' TT: a9�._.ci'pSP A l.F[+). s� �as Tm away mw4 m-IR ownaT aarfala uric IFAV" ViWON..ewaarura m►x v.NRt Al��.` [MR.FAC. `�