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Permits Folder 2218 Alicia Lane... r .~®~ ti PIdpPF.R1'~ ®WNER ~ ~~n~'~--- ~pHp~ 2. ~ ~'- 0 0 0 ~ ~ ~ ~~'1~~ ~ ~ -- ~ y C®NT1~iCT0 "C- ~'~PH®NrE ~~ ~~ P~NU~s~ l ~Lf S~ ~A~ ~- 9- ~'~ nvsPECr~plers: ~®oa~vc ~~ ~~ -~r 9 ~ f~~L~ ~ ~EB~rt NAdLIN'G/SHF..~dTHl1dG i - ~ ~ ~ r~ C~w«kE sl~'t~.~'.~ ,) ~ aS-e o~ (~w;t,~ FRA1hIlA1G/C®V~ UP 3- 8 - P.IN~9L PUH.DII~TG i"r -/ 7- n .~tTIFICATE p~' ®CCUPANCY / /-/ 7` b `, ~.EC~rC~P~avrn-~ ~~,~~f' - `~~ ~3 TP ~~~5`~t~ ~~f~3 y c ~ ~'n ,,,, ~„ ~ d E+ISPECTIpId,S 1~pUGH 3 - s - o ~ ~~'"~' Fnv,~ ~ ~- ~ ~~ -o ~ MEC~!C~ P~ ~'~..3 ~- P~SPECTI®115 E®UGH 3 -- 8 FPNAE f~ _~ 7_ ~ PLUhlE~VGPEI~MI7I~# l 8 ~~~ ~' ~NSPECI7®NS R®UGF~W11~~2,SLAE ~~ ~~3~ T'pPpl7~' ~ - u ,- c o 3~'~TE1P/SE~ER FIKAL /1 ` t 7 ` 1Y0~: o y m a C~ o D a N '~,' ~ Z w p ~ '~ ~ c w_ ~ $ n' :~ L~'. ~ [~ Y N a ~ c ~ O ~ CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 2218ALICIA LANE ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 18458 Date: 11117/2000 Owner: MANSUR, AL 13395 AQUILINE ROAD JACKSONVILLE, FL 32224 ~, t_r cr,--~ _ _ DON C. FORD, C.B.O. Poet iu a conspicuous space CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 804 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 -Fax: 247-5877 PLUMBING PERMIT ---~--- PERMIT INFORMATION ! _ LOCATION INFORMATION __~ ___._ Permit Number: 18548 Address: 2218 ALICIA LANE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: TIFFANY BY THE SEA Est. Value: 405,922.00 _ Parcel Number: Improv. Cost: _ ___ _OWNERINFORMATiON-_ ~ --_ Name: MANSUR, AL Date Issued: 7/23/1999 ~ Total Fees: 99.00 Address: 13395 AQUILINE ROAD Amount Paid: 99.00 f JACKSONVILLE, FL 32224 Date Paid: 7123!1999 ~ f Phone: , 000 000-0000 Work Desc: 24 FIXTURES '° t~'t, ~ r~ i3 ~ ~ ~ _ ~- --- CONTRAGTORLS) ' ~ ~ 4>._ : ~4~ _ _ ~ ~ . _~_ =APP~~CA eIQN FEES 4? ---- -- ~ B & G PLUMBING PERMIT 99.00 - - - - - - ~ ...m_ .. ;~ Inspections:Requlred :. - ~ -- -------~ - -- ~ . _ - NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBR{S 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. 899.88 14 Date: 7I~3/99 81 Receipt: 8874586 C . Q,,._, CHECKS 33214 A NTIC BEACH B LDING T. A8188883221888 +_ r CITY OF ATL1?NTIC BEACH APPLICATION FOR I'LUML,ING PERMIT JOB LOCATION: 21/a? gL~<~,~ LA~~E :OWNER OF PROPERTY: ,• PLUMBING CONTRACTOR Bd•G PG.um,L;~N(,- C o ' .CONTRACTOR'S ADDRESS : _ 1399 (~ E/3G/.~ QC/A. • STATE LICENSE NUMBER: 04422593 TELEPHONE: ,'L23-35a'S . HOW MANX OF 'T'HE FOLLOFIING FIXTURES INSTALLED .~ r S I•N K S f ______ .Z SHOWERS ~ LAVATORX• ~ WATER HEATERS „ -f BATH .'T'UBS ~~ DISHWASHERS URINALS __,____~~DISPOSALS 5 CLOSETS I WASHING MACHINE FLOOR DRAINS ___SHOWER PANS ~/ O'T'HER Z- L3~~6~rs TOTAL FIXTURES : ~.`l x $3 . ';0 -+• $15.00 9°!• oo ~ 'MINIMUM PERMIT FEE - $?5.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRI~ INSTALLATION OF •PLUMBING. AND Fz}:'T'URFS MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTH%RN STANDARD PLUMBING CODE. „ ~' CALL A DAY AHEAD TO SCHEDULE INSPECTiOI`IS - (904) 247-5826 r SEWER CONNECTIONS MUST BF CALLEi) INTO I?UBLIC WORKS •FOR INSPECTION PRIOR TO COVERING UP -~(9pq) ~~'~-5834 ..r: •;y~;• .. •~ ~ • } ~i •~~~I ` ~3 ;: , ~.;Il .t r .; L Sri e//,n `' ~ J- 2x8 RIDGE FOR BEARING NAIL w~/ (4) .131" x 3" NAILS IN EACH END -6 Z'-84" GALE: 1/2"= 1'-0" JEFFREY K. HULSBERG, P.E. 3015 HARTLEY ROAD. Ste.10 (BOX 25) JACKSONVILLE. FL 32257 PH. (904) 888-2401 FAX (904) 260-4387 DJM 11 •~ - ~- CONVENTIONAL FRAME ROOF AREAS - TfLE ROOFS Span Tables for No. 2 SYP Rafters No Ceiling Load - 20 psf LL, 20psf DL SIZE 12" o.c. 16" o.c. 24" o.c. 2x6 14'-5" 12'-6" 10'-2" 2x8 18'-8" 16'-2" 13'-2" 2x10 22'-3" 19'-3" 15`-9" Span Tables for No. 2 SYP Rafters - No Ceiling Joist- with Drywall Ceiling - 20 psf LL, 20 psf DL SIZE 12" o.c,. 16" o.c. 24" o.c. 2x10 19'-11'' 17'-3" 14'-1" 2x12 23'-4" 20'-2" '16'-6" Span Tables for No. 2 SYP Ceiling Joist 20 psf LL, 10 psf DL SIZE 12".o.c. 16" o.c. 24" o.c. 2x4 9'-10" 8'-11" 7'-8" 2x6 15'-6" 13'-6" 11'-0" 2x8 20 =1 ": 1 T-5" 14'-2" 2x10 24'-0" 20'-9" 17'-0" 2x12 26'-0"' 24'-4" 19'-10" - Span Tables for No. 2 SYP Floor Joist 40 psf LL, 10 psf DL SIZE 12" o.c. 16" o.c. 24" o.c. ` 2x6 10'-9" 9'-9" 8`-6" 2x8 14'-2" 12'-10" 11'-0" 2x10 18'-0" 16'-1" 13'-2" 2x12 2i'-9" 18'-10" 15'-4" Roof Framing Notes: 1. Clip rafters to each bearing point with Semco fiCPLt clips up to 10' span. For greater than 10' span use Simpson LTS12. 2. All ridges and valleys shall be one (1j nominal size larger than adjoining rafters. 3. Nail rafters to ceiling joists with 4 - 16d common nails. 4. Nail rafters to plates'with 3 -16d common nails. 5. All' rafters and ceiling joist shaft be No. 2 or Bt. SYP. Jeffrey K. Hulsberg, P. E. 3015 Hartley Rd., Suite 10, Jax., FL 32257 (904) 886-2401 3; h `~ d N .- r D M n0 L~1 Q1 ~- Q 3 9 N .~ t~ J 11i20~00 17.1@ F~L AMERtCflh4 SURUEYCIRS ~ 247 5845 t~1.943 D02 11fA~' S'HCIW~NG BOUN7IARY S'IlRVEY OF LDT 121 BLOCK '~ A5 SHOWN ON MAP OF TIFFANY BY THE .SEA A$ l7ECDRDEO !N RL.AT BOOK 46 PAGES 94-94 A OF TT$F CURRENT" PUBLIC RECORDS OF DUVAL CCI., FLA. CERTtfTEO TO: AC MANS(/R/PEOpCt^5 FIRST COAtMUNtTY B4NK/STEWARr TITLE CVARANtY COMPANY RE ~, ~o ~ z 1 P.C. t City of At ~ Building nd i~ , ~ L Q T 2 0 ~ w ~~ FNO. 7/2" I.P. • - N - 3~,Z seg 4~ zo w ~ ~~ . os - ~ ,ot Fem. ,,~- I.P. / 3657 8' CONC. SOCK WADI, v t3.0 10.2 '~ ~ ^ ~ • t»,. a.~ a sroRY sjucco ti r C N '' ~ F •.. R~E~Eg CIE N N S•~~ " C~ ~. p N r 1 ~~a o y~r ~t 6 .~ ~ r.~. ~ po h'r~. ~~.~F~ i ~ .Fts , 4 ~ ~ f•.~r 4 1 • F M +i rrt R a > ~ ~'~.}}O' ~ CONC. T~•g (,jT , 5 PS . yP e+ n4 coNa wAlx ~ 4~°rv .a ~ ~ .-'. W _ A_/_ ~'' __ ~ _ W • _ r - - NT 0 7'' AIN SE, ~_ g FOU .~ ,. d` WOOD FENCE .~ . ,3' V{/- M ~OSB. 13 I' I,P, FNO. i j2' I.P. 7.5;~ .3' .7077 R'TV GO~ rr ~~~~ 1 ~ 1 . ~ 3874 } ~..~~~~ i(1,[ TAT ` o stock wA~c , ~ - ~ ' ORAMIACE EASEMENT k 5, TO' t0 1 4 ` ~ ~ o T z z ~ ` I` ' ~ P,G 1 ~ ( - - ~ . • • T.5' J,L'.A. EASEMENT f FRIAt: w.0./ 99-~36~-5: >>-~t8-00(irrW) FOI-NDItTN)N.F.F.E.: W.Q, 99-836-4: a-26-84(iIEW) CNECR ELEYATgN;W.O.j99-836-x7-t6-y9(11E10) t4T 8 IID1ISE S-~0(000D):W.O./: 'D8r838-~7-t3-gp(CIELD) UNDERGROUND ENCRQ+IC-INENTS NOT LOCAT D E / O ON TM5 5lKtVE1' TAOO~g16-L ~ A-ID/ORFIJw.IG R[COROS~CTi THIS G"OUNfY. T-IC r ON Od M RATE tIH ODTM O FOR A~/EJIhAI+~A. DATED ~4-fit 7r1-89. ALL AM~'RICAN SURVEYORS DF FLORIDA, ENC. IJUIO STAtrrraT9 - Q~ swAr .KJ?B alttol. suDr aof - .i431SbYMMR1& iLQfll'A1 ,Tps17 - !Of/Tf$-Y?17 A~ R TM[ A80VE tANOS YFERE SURVEvEO WIDER MY RESPONSIStE StRIEpVISIDII JNa DWECTIOIt, T-UT ARE ttp pIC11GApINENTS ' ^ Co1pIE ODNC i~r . ~ tEFlI1dIC6 flfa33CT A$ SNOFIN ANO TrW TILE y[T S-IOWN HEREON MEETS ~ ~ . Apr, I,P. r A.t. r POMt fi FtN00M.Y ThE IARMIAUI/ TEClAAC,~ STANDARDS SET FORTR 8Y T-iL FLORIDA BfLIRD OF• 9{IRYEYOkS AND 1AAPPERS pIMISIH~NT T'D A/.~ I.R. . ipOlt Rqp PA .lbw OP CORK `A a ~ CNApTiR Aft.077 CN4-I[R 6tCt7-6. FtOR~A. STATUES. AAKJlTCAM - IltIGIR P.C.C. + FORK CtiRY[ R . RARUS RR,L . NRtOMO R!'ltIRC7411 I,Kr.I ~ ~ ~E r ~ SIAI4EY NOT YK4 LHN,ESS F.A1806Sf0 TT+' SEAT. ,tAiiES 0. -MRRISDN. Jlt.. W. 20A7 ~ ~ ~ ~ F . C9AT1- MIE t,5./ ~ IM10 fRR1VLY0R RYYeE- S(,AtE • t'. ~' R/N • RIoIIT-a-wAr •r. r roRrt or R11CRlR1CtbR ~ _ ~ -r- . tEiICC tt( • t130L Q \Y{II (w7 ~ YIRIIltIS t0! ~ 7p/ OF OMRI DATE ~ FB. 9Z9:B6. PRRFT ~y7 gy SDN IJYIE C;~Dwy tTtE 9~-836 'ED ~o 3each ntng i GRUETf N0. 54-836-5 _$ NOU-20-2000 MON 05:12PM I®:247-5845 ~=~ PROPERTY DESCRIPTION Lot # 21 , Block # , Section # subdivision:Tiffany by the Sea Street Name or Address: Alicia Lane (If in a FLOOD HAZARD Flood Zone: X area complete page 3) 6"" m~ Sr.~r ~({y},7'7 d~ La. '~:a m:as+ ~t~~d ~ 199 DESCRIPTION OFit~~t~,f ,Atlantic Beach B~a~. Ong and Zoning Brief Description single family residence Class of Work: (New/ Remodel/Addition: New ZONING INFORMATION Zoning District Exceptions or Variances Granted: Proposed Use: OWNER INFORMATION Type of construction:Block/Wood frame Estimated Value $ ~nni000,(}0 Materials: Solid or Filled Ground: SO_lld_ Roof:C'OnCrete file Method of Heating: air t0 alr Property owner: Al Mansur Phone: (904) 249 - 0002 Mailing Address 13395 Aniline Rd Ja k~onville ~~T, zip = 32224 CONTRACTOR INFORMATION Contractor: Si~nar_t~re Homes & Deve. Mailing Address: 47 0 Bola Ave t. Inc. Phone: (904) 246 - 3664 Zip: Expiration STATE LICENSE No:CGC020623 Date: 8-31-00 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LBWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. ._---- ~, . l ~ _ n Owner Signatures - '"`-'-~ DATE Contractor Signature SWORN TO AND SUBSCRIBED BEFORE ME OF ~Jrt ~ __...~ 5~ ~y pUe µONA C K~IC~~... ~ ~~* ~M~SIOPI NUMBER ~~ < GC81 ~qE3 MY COlAM1SS~ OFf`O~ APR. 17'2003 DATE W-`~"~~ frt~ 1~/}anSJ~' ,i- y~(~~~~na~~ ~-.r-~.i>„ems THIS ~ DAY NOTARY P~L C CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD -ATLANTIC BEACH, FL 32233 -TEL: 247-5826 -FAX: 247-5877 PI=R>ar~ ~N~c~-RMA~ttON Lc~cAT~c~tTMllO Ttal~ , Permit Number: 19460 Address: 2218 ALICIA LANE Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s); Block: Section: Square Feet: Subdivision: TIFFANY BY THE SEA Est. Value: 405,922.00 Parcel Number: _ improv. Cost: _ f1Wl~1 ~a~t If~fF"ORNIi~ITit?)V Date Issued: 1fti3/2000 Name: MANSUR, AL Total Fees: 35.00 - Address: 13395 AQUILINE ROAD Amount Paid: 35.00 JACKSONVILLE, FL 32224 Date Paid: 1/13/2000 Phone: 000)000.0000 Work Desc: INSTALL WATERHEATERS, FIREP LACES IN NEW RESIDENCE .. r. . _~" S FERRELGAS L. P. PERMIT 35.00 ~ ..., ~_ ~ :. ROUGH MECHANICAL 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 !N 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. ~ 53~ 0E f 4 ~, ~ . ATLANTIC BEAC UiLDING D ~ ` Date: iii3~Ei€t ~i Receipt: ~02F~062 ~:~iSti ~_ - 3~~~ CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: ' _ ~ 19 ~'!~ IMPORTANT NOTICE: / ~~,~,3 IN CONSIDERATION OF PERMIT GIVEN FOR DOING TILE WORK AS DESCRIBED IN THE FOLLOWING, WE IIEREI3Y AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH TILE ATTACHED PLANS AND SPECIFICATIONS, WIIICIi ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ADDITION ( ) TRAILER ( 1) TEMP. ( 1 SIGNS ( 1 SERVICE: N//E,,,,W (t(i~f INCREASE ( ) /R/E~PAIR 1 ) PAN/llihTftq C17F 1/ ~v AMPC ~U~> /~ADDCR 1 1 SO. FT. / FEE e11tM lv( J SWITCH OR BREAKER O~ AMPS PH ~ W d ~f ~ VOLT ~ /~ RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.]O AMPB. _ ]t•100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMP B. OVER , APPL.IANCE9 BELL TRANSF. AIR CONDITIONING H.P. RATING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CEIL HEAT: KW-HEAT MOTORS 0.1 H.P. VOLTAGE PHS NO. OVER 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V, OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. EACH SIGN NO. VA. MA. MOTOR SIZE SWITCH FLASHER --- FORWARDED S TOTAL FEES NAME ~ t~ `'" T~f~ ~~ t I vMQ ADDRESS: ~ °~ , ~ +' l ~ C ~ ~ `,L~ RFD BOX BLDG. S~IZ/E ~ / ~Q ~ BETWEEN: / RES. (tc~{ APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW (!~( OLD ( 1 REW. ( 1 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 2d7-5826 -Fax: 2d7-5877 ELECTRICAL PERMIT -- -- - PEIFtMtT.. , , "1•!ON . - - 'LOCATI<Q~8xt11~'fON- Permit Number: 19423 Address: 2218 ALICIA LANE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s}: Block: Section: Square Feet: Subdivision: TIFFANY BY THE SF_A ,, Est, Vatue: 405,922.00 Parcel Number: tmprov. Cost: - . a~~~ ~.. t~Tl~>~ . Date Issued: 1 /06!2000 Name: MANSUR, AL Total Fees: 70.00 Address: 13395 AQUILINE ROAD Amount Paid: 70.00 JACKSONVILLE, FL 32224 Date Paid: 1106!2000 Phone: 000 000-0000 Work Desc: CS600 / 400AMPS PH 3W 240V 3" RW ALUM -NEW ESIDENTIAL SERVICE . . .. _ . ~ ,. ~ UNITED ELECTRIC COMPANY OF JAX 70.00 PERMIT l ~ ROUGH ELECTRIC~~ FINAL ELECTRIC NOTICE -INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PR{OR TO INSPECT{ON RUBBfSH AND DEBR{S FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND BUILDING MATERIAL , 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 BUiLD{NG IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHfGH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPL{CABLE PROVISIONS OF LAW. X78.®9 14 iJf3bl98 Q1 Receipt: SR~~ k3~7 ~.- CHECKS AT TIC BEACH B ILDfNG T. eg1800032~1000 Jul-47-9'~ ©8:57A City JuI-07-99 O8:42A Safe Mansouri 642-2632 P.02 P_02 U 1 ~~~~,~ June 28, 1999 Mr George Worley aszd Ms. Fat Harris City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32233 Dear Mr. George Worley and Ms. Pat Harris This letter is to acknowledge that the impact fees far lot t 3 and 2 i at Tiffany By The Sea have been paid. ~~ Sincerely, ,: ,, ~~~ `,. S~M/ls ~ ~~ _„ ~ ~ ,~'"4. ~~ ~ ~~ -~~ ~'exa t ~,~`,~~ ~ 1999 Cit;~ o f Atla,~; rc Buildin Beach g and zoning Fel3can Hay D~eMelopmes~t • 11004 Heaeh Sled. • dxcksot~WUe, PL 546 • (904 ti4~-5643 c1c cos~~olg JUL-~-1999 WED 89:2DAM ID:247-5845 PA~aE:2 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD -ATLANTIC BEACH, FL 32233 -TEL: 247-5826 - F :247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18458 Address: 2218 A 1CIA LANE Permit Type: BUILDING ATLANTIC BE,4CH, FL 32233 Class of Work: NEW Township: anger Book: Proposed !Isar SINGLE FAPAILY Lot(s): 21 lock: Section: Square Feet: Subdivision: TI FANY BY THE SEA Est. Value: 405,922.00 Parcel Number: Improv. Cost: 405,922.00 OWNER I FORMATION Date lsssed: 7f07f1999 Name: MANSUR AL Total Fees: 2,574.88 Address: 13395 A UIUNE ROAD Amount Paid: 2,574.88 JACKSO ViLLE, FL 32224 Date Paid: 7/07!1999 Phone: 000 000 000 Work Desc: CONSTRUCT NEW RESID(=NCE - RADON/1298 - S.CHARG /HSF/5279 CONTRACTORS APPL CATION FEES SIGNATURE HOMES & DEVELOPMENT IN PERMIT 2,097.00 WATER METER/TAP 85.00 RADON CAB 5% 6.17 RADON CAB 5% 0.32 CAPITAL IMPROVE. 325.00 CROSS CONNECTIO 35.00 CONST.SURCHARGE 23.75 SCHARGE/ATL. BCH. 2.64 Ins action s Re uired~ FOOTING SLAB CO ER UP FRAMING FINAL BUILDING CE TIF/OCCUPANCY INSULATION LINTEL i TIE EAM NOTICE -INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS P IOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE P CED IN PUBLIC SPACE, AND MUST BE CLEARED ;1P AND HAULED A!^dAY SY E;THER CONTRACTOR OR O`~!N'E "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN ESULT iN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" f ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THI5 PERMIT ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Op rator: YENDY Da e: 7/09J39 01 Receipt: 08713239 AT NTIC CH BUIL G DEPT. To al payaent 32574.88 ,' ~,,, CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD -ATLANTIC BEACH, FL 32233 -TEL: 247-5826 -FAX: 247-5877 _---` "PERMIT INf=QI~T10M - ~~ LQCATIONI~IFQ~tM'1~TtOhf~ _ _ _ Permit Number: 19362 ! Address: 2218 ALICIA LANE Permit Type: MECHANICAL ~ ATLANTIC BEACH, FL 32233 Class of Work: NEW i Township: Range: Book: Proposed Use: SINGLE FAMILY ~ Lot(s): Block: Section: Square Feet: Subdivision: TIFFANY BY THE SEA Est. Value: 405,922.00 Parce{ Number: Improv. Cost: - -_- _-_-^` .. Date Issued: 12/15/1999 Name: MANSUR, AL Total Fees: 95.00 Address: 13395 AQUILINE ROAD Amount Paid: 95.00 JACKSONVILLE, FL 32224 Date Paid: 12/15/1999 Phone: 000)000-0000 Work Desc: INSTALL. CENTRAL. HEAT AND AIR _ _ --~ ~-- .gCCaRTR,A . „ ,} _.. ~ ~ ~. ! , rte.-:` ~- `____'P ~I ~~ -- OCEAN STATE HEAT & AIR PERMIT 95.00 J ,~ .~ i ..e _ _ _.._ ~.. - .~_~,. _.. - - - - . , -~-. _. ROUGH MECHANICAL FINAL 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. i~~.88 14 Date: 12/15/~~ 81 Receipt: 8019b8`3 ATLANTIC BEAC BU ING DEPT. GHECKS 14775 ~, 881088®3201888 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address ~~~ ~ j~'L [Ct~ ~-~--~t?~ Date_(~ - 2 / - Q~ Heated Square Footage ~~ @ $ `~4.0~ per sq Lt = Garage/ Shed I ~ Ca ~ .Q~ per sg t ; _ Carpart% orc' _~_ta S ~ ~©~ per sq ~t = jJery Pat~.o ~~G~ ~~~. Tctal Valuation ~3~'~S, `~' 2 Z P.emainina Value ~ a~;a a~*aer su f~ _ © ~~ S O per sa ft = TOTAL VALUATIGN: ~~~ d ~ c ~~ lst $/GQ~GZ? ~ cl/ P.~ru Y~ . tier thousand or portion thereof 3 ~ ~ ,~3a s b `~ °Z- s____---~,.L~_~ s ~(~f s ~- a . s 0 ~ ~ ~- s y~~~ ~~~ :a _ / c' ,. y ~' TOTAL BUILDING FEE S /3 "7~' °`' + i;`~ riling r^ee $ Gr~'rr.0~' '~l Fireplaces ~~ $15.00 S ~B,b~ BUILDING PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEE WATER METER,'TA? CAPITAL IMPKOVEMEPT'1 SEWEn TAr ~I~~,~; RADON (HRS .0050 SECTION H PAVING HYDRAULIC SHARE'' CROSS CONNECTIOI ~`~~9i SURCF:ARGE .005G~ OTHER GRAND TOTAL DUE $ ~p l7 0 s $,~ o b a `~ 2 .T S - O --- - $ -~ - a -t5 ~- S .~ O V ADDITIONAL PERMITS OR FEES: Mechanical Plumbing _ Electric/New Electric%Temp ;Swimmin Septic Tank Well Sign. Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: LETTER QF TRANSM[TTAL .~. HOMES & DEVELOPMENT; INC. ~ ~ ~'°.: 412 Osceola Avenue _ Jacksonville Beach, Florida 32250 (904) 246-3664 .FAX (904) 246-2339 C~ Resubmit l~ Submit ~~ Retum TO "~1ON WE ARE SENDING YOU a Attached ~ Under seperate cover via ~~\,,,_ the following ite Shop drawings L~f'rints ~ Plans n Samples ~ Specifications Copy of letter ~ Change order ~ `==__i`-~. V COPIES DATE NO. DESCRIPTION THESE ARE TRANSM{TTED as checked below: For approval For your use j~~ As requested For review and comment FOR BIDS DUE Approved as submitted Approved as noted Returned for corrections - ~ PRINTS RETURNED AFTER LOAN TO US REMARKS ~~ awe, COPY TO No. copies for approval copies for distribution corrected prints . 3 .~~, SIGNED: - IF ENCIOSUf2ES AftE NOT AS NOTEB, tC1NOLY NOTIFY US AT ONCE. s CITY OF ~~ttr,~ ~eac~ - '~~vtida DATE r~'3_g9 JEA Construction 8~ Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Dear Connie: . Re: Final Electrical Inspections 800 SEh9iNOLE ROAD aTL,>NTIC BEACH. FLORIDA 33'_33-5445 TELEPHONE (9041 347-5800 F.~\ (904} 347-5305 SUNCOht 352-58(}0 Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS /S'S~G ~a ~G ~eco ~~ % G' Please call me at 904-247-5826 if you have any questions. Sincerely, f~~ ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 -Fax: 247-5877 ELECTRICAL PERMIT =`~ PERM{7~'1~1Ft?RAItA7tON. , - _ ~ ~:, .. ~~ - ~, L G~1 I01~:INFO . N{AT{O ° _ : ~"~ - ~ ~~ Permit Number: 18546 Address: 221 ALICIA LANE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 C{ass of Work: TEMP SERVICE PLE Townsh{p: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: TIFFANY BY THE SEA Est. Value: 405,922.00 Parce{ Number: Improv. Cost: ~ '~`~ '- LIWNER~IN . RMAT~ON 3~~ .' ~ :, Date {sued: 7/23/1999 Name: MANSUR, AL Tota{ t=ees: 25.00 -~ - :;.. 'Address: 13395 AQUILINE ROAD Amount Paid: 25.00 - : ~. JACKSONVILLE, FL 32224 Date Paid: 7/23/1999 r- • y ~ %!~~ Phone: OOO Ooo-oooo Work Desc: COND 3#6;,AMPS 60, ALUM, SW 6 0"AMRS,'1PH 3W, 240 VOLT 1.5 RACEWAY -~ ~~~ ~.. -'=~~ '.~ CONT ' 'C i S ~~- . ,.. ~ ~ ~ P L1C.A~ N-FEES . ~~ ~ UNITED ELECTRIC COMPANY OF .tAX : - - ` 25.00 ~ - PERMIT ~ -~'-~ f l . ,. j. , ~, ~._ rt,.... ~~ •;..r ~ , r ' } _ _. -: --- - ~- - p- -- ~= - - ,~~ Ins ectian .~. ,.~ . ~ ~-~ s-Re~ d~ : ROUGH ELECT_ RIC ~ FINAL ELECTRIC ,j •. 9 , , ... ': `i' ~'~' NOTICE - BUILDING MA7ERIAL,'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 . , ~~ ,r ~ .~;: FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERT ,OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" 1 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATIOA FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW: ~~ NTIG BERG BUILD T, 7/3/33 91 Receipt~997~58 ]~~ new 4C MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPEt:TInlV PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: ~ ~- (~ ~•t- r_ t C.1 c4- ~- ~-ws G S t" OWNER: ~ /~I-~C! C' t~ R_ L~ ~~ ~~ [J~ [~/l [VI I~ (~ ~~ [~ ~~ (~ [~ [~ [~ ~~ [~ a. Construction projecting into public property (chapter 632) b. Elevators and conveying systems (Chapter B30) c. Sprinklers, standpipes and alarm systems (Chapter 69) d. Use of combustible materials on the interior (Chapter B8) e. Roofs and roof structures (Chapter 615) f. Light, ventilation and sanitation (Chapter B12) g. Other Date Determine Occupancy Classification of the structure. Select occupancy classification Q • 3 which most accurately fits the use of the Building. (Chapter 63) 2. Determine actual physical properties of building. a. Determine building area each floor. (Area definition Chapter 62) b. Determine grade elevation for building. (Grade definition Chapter B2) c. Determine building height in feet above grade. (Height definition Chapter 62) d. Determine building height in stories. (Story definition Chapter 62) e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 62) f. Determine percent of exterior openings per floor. Determine minimum Type of Construction necessary to accommodate proposed structure.ly~, ~~ (Chapter 66) ~- a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table 6500) b. Check aNowable height and area increases permitted. (Chapter BS) 4. Check detailed Occupancy requirements. (Chapter B4) 5. Check detailed Construction requirements a. Fire Protection of Structural Members (Chapter B6 & Table 8600) b. Fire Protection Requirements (Chapter B7 and Table 8700) c. Means of Egress Requirements (Chapter B10) d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) 6. Review design as related to standards. (Chapters B16 - B26) 7. Check other requirements as necessary. CITY OF ATLANTIC BEACH BUILDING DEPARTMENT By: Don C. Ford, Building O icial don/sb.1 .J 30~G~ CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL, PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: ~c"1~~ IMPORTANT NOTICE: ~ t~~~CJ iN CONSIDERATION G1' PERMIT GIVEN FOR DOING TFIE WORK AS DESCRIBED IN THE FOLLO LNG, WE HEREF3Y AGREE TO PERFORM SAIp WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECI TIONS, WFIICH ARE A PART HEREOF, AND Rd ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CO ND CITY OF ATLANTIC BEACH ORDINANCES. NAME ~ `(~ (1~,"f "J/~- ~~rJ,'Y~~ Ap ESS: ~ ~ G1 G ~n ~ RFI BLDG. SIZE BETWEEN: RES. (.7~APT. ( 1 COMM. ( 1 P LIC INDUS. ( 1 NEW ( 1 OLD ( 1 ADDITION ( 1 TRAILER ( 1 TEMP. ( SIGNS ( 1 SO. FT. SERVICE: NEW (~ INCREASE ( 1 REPAIR ( 1 Z .~ ~ . woes ID U rnanGn 1 1 OI I1M 1 l~l FEE VL/111V VVI Vf~.I / SWITCH OR BREAKER ~ AMPS -- - ~ PH 3 W ~~ r,VOLT - ~ ~b , RACEWAY -J -- / ~ ` d '~ EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEpERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 5 W 17CF1 E9 0.90 AMPB. ~ 1 • 100 AMPS. INCANDESCENT !_ FLUORESCENT & M. V. _ FIXED 0.100 AM P9. ~ APPLIANCES O_V_ER__ i ' + BELL TRANSF. ' _ AIR H.P. RATING CONDITIONING COMP. MOTOR _____ _ H.P. RATING OTHER MOTORS AMPS CELL HEAT: KW-HEAT MOTORS 0-1 N.P. VOLTAGE PHS NO. OVER 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA N0. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHE R EACH SIGN /~ ~ O FORWARDED S {~ TOTAL FEES ~ -' ' Qn REW. ( 1 FIRE RESISTANCE DIRECTORY (BXRH) FIRE RESISTANCE RATINGS -ANSI/UL263 (BXUV)-Continued Design No. L521 Unrestrained Assembly Rating-1 Hr Finish Rating-25 Min. FIRE RESISTANCE DIRECTORY (BXRH) 369 FIRE RESISTANCE RATINGS -ANSI/UL263 (BXUV)-Continued 3. Batts and Blankets'-(Optional)-Glass fiber insulation;.max 3-1/2 in. thick, secured to the plywood Subflooringg with staples spaced, l2 in. OC or to the trusses with 0.090 in. diam galy steel wires spaced. 12 fn. OC. Any glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristic and/or Fire Resistance, having a min density of 0.5 pcf. 4. Air Dud*-Any UL Class 0 or Class 1 flexible air duct installed in accordance with the instructions provided by the damper. manufacturer. 5. Damper*-Maximum nominal size, 24 in. tong by' 6 in. wide by 14 in. high, fabricated from galvanized steel. Installed in accordance with the instructions provided by the manufacturer. Max damper openings not exceed 72 sq in. per 100 sq ft of ceiling area. Pottorff Co Inc.-Type CFD-521. 6. Furring Channels-Resilient channels, 3J8 in. deep by 2-3/8 in. wide at the base and 1-3/8 in. wide at the face, formed from 0.020 in. thick galy steel, spaced 16 in. OC, installed perpendicular to trusses. Channels secured to each truss with 1-1/4 in. tong Type S steel screws. Channels overlapped 4 in. at splices. Channels oriented opposite at wallboard butt joints (spaced 6 in. OC) as shown in the above illustration. 7, Wallboard, Gypsum*-Nom 5/8 in. thick, 48 in. wide, installed with long dimension perpendicular to resilient channels with 1 in. long Type S screws spaced 12 in. OC and located a min of 1/2 in. from side~oints and 3 in. from the end joints. At end joints, two resilient channels are used, extending a min of 6 in. beyond both ends of the joint. Canadian Gypsum Company-Type C or IP-X2. United States Gypsum Co.-Type C or IP-X2. Yeso Panamericano S.A. de C.V.-Type C or IP-X2. 8. Finishing System-(Not shown)-Vinyl, dry or premixed joint compound applied in two coats to joints and screw-heads; paper tape, 2 in, wide, embedded in first layer of compound over all joints. As an alternate, nom 3/32 in. thick veneer plaster may be applied to the entire surface of gypsum wallboard. *Bearing the UL Classification Marking Design No. L522 Unrestrained Assembly Rating-1 Hr. Finish Rating-16 Min. Flooring System-The finish flooring may consist of any one of the following systems: System No. 1 Finish Flooring-Nom 1 by 4 in. T&G; laid perpendicular to trusses; or 15/32 in. thick plywood, min grade "Undertayment" or "Sturd-I-Floor" with T&G long edges, and conforming with PS 1-83 specifications; or nonveneer APA rated Sturd-I-floor, T&G panels per APA specifications PRP-108. Long dimensions of panel (strength axis) or face grain of plywood to be perpendicular to trusses with joints staggered. Vapor Barrier-(Optional)-Commercial asphalt saturated felt, 0.030 in. thick. ' Subflooring-23/32 in. thick plywood with T&G edges along the 8 ft sides and exterior glue, or nonveneer APA rated Sturd-I-Floor T&G panels per APA specifications PRP 108. Installed perpendicular to trusses with end joints staggered 4 ft. Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No. 6d ringed shank nails. Nails spaced 12 in. OC along each truss. Staples having equal or greater wi±hdrawal and lateral resistance strength may be substituted for the 6d nails. System No. 2 Finish flooring-Floor Topping Mixture*-6.8 gat of water to 80 lbs of floor topping mixture to 1.9 cu ft of sand. Compressive strength to be 1100 psi min. Thickness to be 3/4 in. min. Hacker Industries, Inc.-Firm-Fill, Firm-Fill 2010, Firm-Fill High Strength, Gyp .Span Radiant. Subflooring-23/32 rn. thick plywood with T&G edges along the 8 ft sides and exterior glue, or nonveneer APA rated Sturd-I-Floor T&G panels per APA specifications PRP-108. Installed perpendicular to trusses with end joints staggered 4 ft. Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No. 6d ringed shank nails. Nails spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and Lateral resistance strength may be substituted for the 6d nails. Trusses-Parallel chord trusses, spaced a max of 24 in. OC, fabricated from nom 2 by 4 lumber, with lumber oriented vertically or horizontally. Min truss depth is 18 in. Truss members secured together with 0.040 in. thick gale steel plates. Plates have 5/16 in. long teeth projecting perpendicular to the plane of the plate. The teeth are in pairs facing each other (made by the same punch), forming a split tooth type plate. Each tooth has a chisel point on its outside edge. These points are diagonally opposite each other for each pair. The top half of each tooth has a twist for stiffness. The pairs are repeated on approx. 7/8 in. centers with four rows of teeth per inch of plate width. ~ 5 ~ ;~ t i 6 ~-~ ~.-I/2'r 7 ~ ~I~r End Joint Detail Side Joint Detail 1. Finish Flooring-1 by 4 in. T&G; laid perpendicular to joists, or 19/32 in. plywood, min grade to be "Underlayment" or "Sturd-I-Floor" with T&G tong edges, and conforming with PS 1-83. Face grain of plywood to be perpendicular to joists with Ioints staggered. lA. Alternate Finish Flooring-The alternate finish flooring may consist of the following: Floor Topping Mixture"-10-13 gal. of water to 170 lbs of floor topping mixture to 595 lbs. of sand. Compressive strength 900 psi minimum. Thickness to be 1 in. minimum. Building paper (Item 2) optional. Floor Crete Systems, Inc.-Type II. 1B. Alternate Finish Flooring-floor Topping Mixture*-Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mix at rate of 1.4 cu feet of preformed foam to 94 lhs Type I Portland cement and 300 lbs of sand with 5-1/2 gal of water. Cast density of floor topping mixture 100 plus or minus 5 pcf. Min compressive strength 1000 psi. Thickness 1-1/2 in. LOOK FOR MARK ON PRODUCT #Nominol Dimensions nd red be an to -he ind a is FIRE RESISTANCE DIRECTORY (BXRH) FIRE RESISTANCE RATINGS -ANSI/UL263 (BXUV)-Continued Boral Gypsum Inc.-Type BG-C. Canadian Gypsum Company-Type C. Celotex Corp.-Type FRP or J. Continental Gypsum Company-Types CG5-5, CG-C, CGTC-C. G-P Gypsum Corp.-Type 5. James Hardie Gypsum Inc.-Type Max'C" Lafarge Gypsum, A Div. of Lafarge Corp.-Type LGFC-C. Pabco Gypsum Co.-Types C, PG-C. Republic Gypsum Co.-Type RG-C. Standard Gypsum Corp.-Type SG-C. Temple-Inland forest Products Corp.-Type TG-C. United States Gypsum Company-Type C. Yeso Panamericano SA de CV-Type C. 8. Joint System-(Not Shown)-Paper tape embedded in joint compound over joints and covered with layer of compound with edges feathered out. Wallboard screw heads covered with a layer of compound. 9. Floor Tapping Mixture* (Optional)-(Not Shown)-May be added over Flooring (Item 1)-Consists of 10-13 gat. of water to ]70 tbs. of floor topping mixture to 595 tbs. of sand. Compressive strength 900 psi min. Thickness to be 3/4 in. ruin. Floor Crete Systems, Inc.-lype I?. *Searing the UL Classification Marking Design No. L528 Unrestrained Assembly Rating - 1 Hr. Finish Rating - ??_ Min. 3/4"~ -{- _ - -- z ~ - _- ------- -=---- zxs°- /' _ ~ M -- - - -- ~ - - -- -- ~ --- - (~~ {~,-~, ~(f ` .lJ 6 ~ ~ F- 1-IIZ' lJ 5 sre• i System No. 1 Finish Flooring-Nom 23/32 in. thick plywood or oriented strand board (OSl3), min grade "Underlayment" or "Single Floor" or "APA Rated Sturd-I-Floor" T&G panels marked Exposure 1 or exterior glue and conforming with PS 1, PS 2 or APA Specification PRP-108. Face grain of plywood or strength axis of panel to be perpendicular to trusses with joints staggered 4 ft. Secured to trusses with construction adhesive and No. 6d ringed shank nails. Adhesive applied as 3/8 in. diam bead to top chord of trusses and grooved edges of plywood or FIRE RESISTANCE DIRECTORY (BXRH) 377 FIRE RESISTANCE RATINGS -ANSI/UL263 (BXUV)-Continued panels. Nails spaced 12 in. OC along each truss. As an option, lightweight insulating concrete with Perlite or Vermiculite Aggregate* or gypsum concrete, may be cast on the flooring. Min thickness of insulating concrete shall be 3/4 in, no limit on thickness. A thin plastic or paper vapor retarder may be placed on plywood prior to pouring the concrete. See Perlite Aggregate (IFFX) and Vermiculite Aggregate (CJZZjcategories for names of Classified companies. System No. 2 finish flooring-Floor Topping Mixture*-6.8 gal of water to 80 lb bag of floor topping mixture to 1.9 cu ft of sand. Compressive strength to be 1100 psi min. Thickness to be 3/4 in. min. Hacker Industries, Inc.-Firm-Fill, Firm-Fill 2010, Firm-Fill High Strength, Gyp-Span Radiant. Floor Mat Materials*-(Optional)-Floor mat material nom 1/4 in. thick adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of a min 1-1/2 in. of floor-topping mixture. Hacker Industries, Inc.-Type Sound-Mat. Subflooring-23/32 in, thick plywood of oriented strand board (OSB), min grade "C-D" or "Sheathing" or "APA Rated Sheathing" panels marked Exposure 1 or exterior glue and conforlnury with PS 1, PS 2 or APA Specification PRP-108. Face grain of plywood or strength axis of panel to be perpendicular to trusses with joint> staggered. System No. 3 Finish flooring-Floor Topping Mixture*-10 to 13 gal of water to 170 lbs of floor topping mixture to 595 lbs of sand. Compressive strength 900 psi min, thickness to be 3/4 in. min. Floor Crete Systems, Inc.-Type II. Subflooring-?3/32 in- thick plywood with exterior glue and T & G edges along 8 ft sides; or, nonveneer APA rated Sturd-i-Floor T & G panels per APA specifications F'PP-708. Plywood or nonveneer APA rated panels installed perpendicular to trusses with end joints staggered 4 ft. Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No. 6d ringed shank nails. Adhesive applied as 3/8 in. diam bead to top chord of trusses and grooved edges of plywood. Nails spaced 12 in. OC along each truss. System No. 4 Finish Flooring-Floor Topping Mixture*-8 gal max of water to 80 lbs of floor topping mixture to 220 lbs max of sand. Compressive strength to be 1000 psi min. Thickness to be 3/4 in. min. United States Gypsum Co.-Type F. Vapor Barrier-(Optional)-Commercial asphalt saturated felt, 0.030 in. thick. Subflooring-23/32 in. thick plywood with exterior glue, min grade to be "Standard", conforming with PS 1-66 specifications; or, nonveneer APA rated sheathing panels per APA specifications PRP-108. Long dimension of panels (strength axis) or face grain of plywood to be perpendicular to joists with joints staggered. System No. 5 Finish Flooring-floor Topping Mixture*-Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mix at rate of 1.4 cu ft of preformed foam to 94 lbs Type I Portland cement and 300 lbs of sand with 5-1/2 gai of water. Cast density of floor topping mixture 100 plus or minus 5 pcf. Min compressive strength 1000 psi. Thickness 1-1/2 in. Elastizell Corporation of America-Type FF. Vapor Barrier -(Optional)-Commercial asphalt saturated felt, 0.030 in. thick. Subflooring-23/32 in. thick plywood with exterior glue, min grade "C-D" exposure 1 or "C-D" with exteror glue, ccnforming with PS 1-83 specifications; or, nonveneer APA rated sheathing panels per APA specifications PRP-108. Long dimension of panels (strength axis) or face grain of plywood to be perpendicular to joists with joints staggered. System No. 6 Finish Flooring-Floor Topping Mixture*-7.5 gal of water, 94 lbs of Type I Portland cement, 335 lbs sand, 4 fluid oz of Component A, 6 oz Component B and 6 oz of chopped fiberglass fibers. Cast density of floor topping mixture 106 plus or minus 5 pcf. Min compressive strength 1200 psi. Thickness 3/4 in. min. Southwest Liteweight Concrete Co., Inc.-Type LDI Subflooring-23/32 in. thick plywood, min grade "C-0" Exposure 1 or "C-D" with exterior glue conforming with PS 1-83 specifications; or, nonveneer APA rated sheathing panels per APA specifications PRP-108. Long dimension of panels (strength axis) or face grain laid perpendicular to joists. System No. 7. Finish flooring-Floor Topping Mixture*-Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mix at rate of 1.2 cu ft of preformed foam to 94 lbs Type I Portland cement and 300 lbs of sand with 5-1/2 ga! of water. Cast density of floor topping mixture 100 plus or minus 5 pcf. Min compressive strength 1000 psi. Thickness 1-1/2 in. The Meart Corporation Vapor Barrier-(Optional)-Commercial asphalt saturated felt, 0.030 in. thick. Subflooring-23/32 in. thick plywood with exterior glue, min grade °C-D exposure 1 or"C-D" with exterior glue conforming with PS-1-83 specifications: 1O0K FOR MARK ON PRODUCT 1. Flooring Systems-The finish flooring may consist of any one of the following systems: .~ 37$ FIRE RESISTANCE DIRECTORY (BXRH) FIRE RESISTANCE RATINGS -ANSI/UL263 (BXUV)-Continued or, nonveneer APA rated sheathing panels per APA specifications PRP-108. Long dimension of panels (strength axis) or face grain of plywood to be perpendicular to joists with joints staggered. System No. 8 Finish Flooring-Floor Topping Mixture*-foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mix at rate of ].4 cu ft of preformed foam to 94 tbs Type I Portland Cement, 62.5 lb of pea gravel and 312.5 lbs of sand, with approx 5.5 gat of water. Cast density of Floor Topping Mixture 100 (+ or -) 5 pcf. Min compressive strength 1000 psi. Thickness 1 in. Lite-Crete, Inc.-Type I. Vapor Barrier-(Optional)-Commercial asphalt saturated felt, 0.030 in. thick. Subftooring-23/32 in. thick plywood with exterior glue, min grade "C-D" exposure 1 or "C-D" with exterior glue conforming with PS 1-83 specifications; or, nonveneer APA rated sheathing panels per APA specifications PRP-108. Long dimension of panels (strength axis) or face grain of plywood to he perpendicular to joists with joints staggered. System No. 9 Finish Flooring-floor Topping Mixture* -Foam concentrate iuixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mix 94 lbs cement, 300 lbs sand, approx 5.4 qal water, 1.2 cu ft preformed foam. 5 oz fype N fiber and 4 oz Component Z. fait d nsity of fluor topping mixee ~ 305 (+ or -) 5 pcf min compressive strength 1200 psi. Min thickness 3/4 in. Elastizell Corp. of America-Type ZC. Subflooring-23/32 in. thick plywood, min grade "C-D° exposure 1 or "C-D" with exterior glue conforming with PS 1-83 specifications; or, nonveneer APA rated sheathing panels per APA specifications PRP-108. Lonq dimension of panels (strength axis) or face grain of plywood to be perpendiailar to the joists with joints staggered. System No. 10 Finish Flooring-Floor Topping Mixture*-2.95 cu R of stabilized preformed foam to 94 lb of Portland cement premixed with ti gal of water. Cellular concrete to have a dry density of 31.5 (+ or -) 3.0 pcf and a 28-day compressive strength of 190 to 350 psi, as determined in accordance with ASTM C495-66. Thickness to be 3/4 in. min. Cellufoam Concrete Systems-Type Cellufoam. Vapor Barrier-(Optional)-Commercial asphalt saturated felt, 0.030 in. thick. Subflooring-23/32 in. thick plywood with exterior glue; min grade to be "Standard" conforming to PSl-83 specifications. Face grain of plywood to be perpendicular to joists with joints staggered. System No. 11 Finish Flooring-Floor Topping Mixture*-3 to 7 gal of water mixed with 80 lbs of floor topping mixture and 1.0 to 2.1 cu ft of sand. Compressive strength to be 1000 psi min. Min thickness to be 3/4 in. Maxxon Corp.-Type D-C, GC, GC2000, L-R or T-F. floor Mat Material*-(Optional)-Floor mat material nom 1/4 in. thick adhered to sub-floor with Maxxon Floor Primer. Primer to be applied to the surface of the mat prior to lath placement. Maxxon Corp.-Type Acousti-Mat. Metal lath-For use with floor mat material, 3/8 in. expanded galvanized steel diamond mesh, 3.4 lbsjsq yd placed over the floor mat material. floor topping thickness a nom 1 in. over the floor mat. Vapor Barrier-(Optional)-Commercial asphalt saturated felt 0.030 in. thick. Sub-flooring-23/32 in. thick plywood min grade "C-D" Exposure 1 or "C-D" with exterior glue conforming with PS 1-83 specifications. Face grain of plywood to be perpendicular to joists with joints staggered. System No. 12 finish Flooring-floor Topping Mixture*-5 to 8 gal of water to 80 lbs of floor topping mixture to 2.1 cu ft of sand. Min compressive strength 1000 psi. Min thickness of 3/4 in. Stephen Waldroup Construction Inc., DBA Ultra Quiet Floors-Types UQF-A, UDF-Super Blend, UQF-Plus 2000. Vapor Barrier-(Optional)-Commercial asphalt saturated felt, 0.030 in. thick. Subflooring-23/32 in, thick plywood with exterior glue, min grade to be "Standard", conforming with PS 1-66 specifications; or, nonveneer APA rated sheathing panels per APA specifications PRP-108. Long dimension of panels (strength axis) or face grain of plywood to be perpendicular to joists with joints staggered. System No. 13 Finish Flooring-Floor Topping Mixture*-4 to 7 gal of water mixed with 80 lbs of floor topping mixture and 1.4 to 1.9 cu ft of sand. Compressive strength to be 1200 psi min. Min thickness to be 3/4 in. Rapid Floor Systems-Type RF, RFP or RFU. Floor Mat Material*-(Optional)-Floor mat material nam 1 f4 in, thick adhered to sub-floor with Maxxon Floor Primer. Primer to be applied to the surface of the mat prior to lath placement. Maxxon Corp.-Type Acousti-Mat. FIRE RESISTANCE DIRECTORY (BXRH) FIRE RESISTANCE RATINGS -ANSI/UL263 (BXUV)-Continued Metal lath-For use with floor mat material, 3 f8 in. expanded galvanized steel diamond mesh, 3.4 lbs/sq yd placed over the floor mat material, Floor topping thickness a nom 1 in. over the floor mat. Vapor Barrier-(Optional)-Commercial asphalt saturated felt 0.03p in thick. Sub-flooring-23/32 in. thick plywood min grade "C-D" Exposure 1 or "C_p~. with exterior glue conforming with PS 1-83 specifications. Face grain of plywood to be perpendicular to joists with joints staggered. 2. Trusses-Parallel chord trusses spaced a max 24 in. OC fabricated from nom 2 by 4 in. lumber with lumber oriented either vertically (2A) or horizontally (26). Truss members secured together with No. 20 MSG galy steel truss plates. Plates have 5/16 in. long teeth projecting perpen- dicular to the plane of the plate. The teeth are in pairs facing each other (made by the same punch), forming asplit-tooth-type plate. Each tootfi has a chisel point on its outside edge. These points are diagonally opposite each other for each pair The top half of each tooth has a twist for stiffness. The pairs are repeated on approx 7/8 in. centers with four rows of teeth per in. of plate width. 3. furring Channels-Formed of No. 25 MSG galy steel spaced 24 tin. OC perpendicular to trusses. Channels secured to trusses with double strand of No. 18 SWG galy steel wire spared 48 in. OC. Ends of adjoining c~annr', overlapped 6 in. and tied togetlier with ,louhle strand of No. 1$ SWG yah~ steei wire near each end of overlap. 3A. Resilient Channels-(Not shown, alternate to Item 3)-Formed from No. 26 MSG galy steel, spaced 16 in. OC perpendicular [o trusses. Channels secured to each truss with Type S, 1-1 j4 in-long steel screw (spaced 24 in. OC). Channels overlapped at splices 4 in. 4. Wallboard, Gypsum*--5/8 in. thick, ft wide. Sheets of wallboard installed with long dimension perpendicular to furring or resilient channels with 1 in. long wallboard screws spaced 12 in. OC and located a min 1-1/2 in. from side and end joints. At end joints, two furring or resilient channels are used which extend a min of 6 in. beyond both ends of the joint. Canadian Gypsum Company-Type C or IP-X-l. Celotex Corp.-Type FRP. Continental Gypsum Company-Types CGS-5, CGTC-C. G-P Gypsum Corp.-Type 5. James Hardie Gypsum Inc.-Type Max"C". Lafarge Gypsum, A Div. of Lafarge Corp.-Type LGFC-C. National Gypsum Co., Charlotte, NC-Type FSW-G. Pabco Gypsum Co.-Type C. Temple Inland forest Products Corp.-Type T. United States Gypsum Co.-Type C or IP-X2. Yeso Panamericano SA de CV-Type C or IP-X2. 5. Screw, Wallboard -1 in. long, Type S, 9/64 in. diam, self-drilling and self-tapping, bugle head. 6. Finishing System -(Not shown)-Paper tape embedded in joint compound over joints with edges of compound feathered out and exposed screw heads covered with compound. As an alternate, nom 3/32 in. thick veneer plaster may be applied to the entire surface of gypsum wallboard. *Bearing the UL Classification Marking Design No. L529 Unrestrained Assembly Rating - 1 Hr. Finish Rating - 22 Min. LOOK FOR MARK ON PRODUCT Jul-07-99 08r57A City Ju t-07-99 t38:42A Sa-Fa Mansouri 642-2632 .'_"'1 U .C.,~.~ FACSIMILE 7"R4I~t5~tITZ'AL SHEET' T4: r ~, FttOi~4 _ ~i -- _____~ . ____. CQMPI~t•!Y i?gTE I - ~. ~ I%i ~'~~= std` _~.. __ __ FAX :`lUMB~iL: ` ~ ~,r ,~lU C,)1' P!tC;t.5 1`r'(:l_t~17314C; l:i)4~i;12. pf-~pNE NL'MBEft ST~NDER'S FAX NUMBER. --} .. ~ ~ (9{M; 642 Zb31. RE: y [,] i,li;:,Fn t' ~ rC~R R:i~1f_lXr [~ 1~'_F..~`~ft ~-~?h+tta'.%.hT ©PL~ASF REPLY ^ PL.z..1CE R'.C'%C:.E. VgTEi~CCSn.McvT` P.O1 P.O1 Pelicaa Bad Uevetopment • 11Q~4 Beach Blvd. • ~scksonvillc+ FZ 32245 • (90~j X542.25(33 CR C05?7029 JUL-7-1999 WED I~9:20AM ID:247-5845 PAGE:1 .~ CITY Of ATLANTIC BEACH 014 SE4~44S`lOt~ ROAQ - ATtANTtC 8~AC1ri, 'FL 32233 - SEL: 247-5826 -FAX: 247-5877 - - --- --- PJER11AlT JINFQJ Permit Type: MECHANICAL Class of Work: NEW Propose+~ tls8: Sl'NGJ! E FAMILY Square Feet: Est. Value: 405,922.Ofl Improv. Cost: slate Issued: 1Ql27l20Qf1 Total Fees: 47.00 Amount Paid: 47.00 _ _ Date Paid: 10/27/2000 Work Desc: INSTALL CONDE ___ LOCATtOt111~1FORi11tAT10N ____ _ Address: 2218 ALICIA LANE ATLANTIC BEACH, FL 32233 Township: Range: Book: tot(s): Stock: Section: Subdivision: TIFFANY BY THE SEA Parcel Number: Name: tW4NSUR, AL Address: 13395 AQUILINE ROAD JACKSONVILLE, FL 32224 Phone: ~ti4~AL !i i 1 ,~_ __ 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 ~642~S7' 8F CLI=Rf?EF1 t!P RI~a NA{RED RWAY 8Y EI7-NEAR C0~17't'c'RC7'4f~ Qf? ClirtlYttEfZ ""FAILURE TO COINPLY 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. ATLA TIC BEACH ILDING DEPT. (47.88 Date: 10/27/80 01 Receipt: 0887 CHECKS - - __- _ _-- -_ 08188883221088 - _ - tiv ~S T CJ32 CJ31 ~ CJ30 LD QS CU T CJ30 CJ31 r` CJ32 a' 2 ' ~~2~' 5'4' 4' f II'1 4 ' ~~ `~ .-, A C 1'6" }---- 22 (V ~ ~ o .. ti _a 17 ' 6 " -~ T 3' n y OI lU N Q ¢~,P~PROVED CITY O:F ATLANTfC BEACH BUI'LC](NG OFFIG~ JUN 2 ~-1999 ALPINE AHU 26 (3) 2x6 6' MIN. NON. HEEL (16) S6tl NAIL (B) fOtl x 1-1/2 NAILS CU J08 DESC.: MANSUR RES. JOB LOC. L/21/TIFFANY BY THE SEA 1.6' DESIGNER AMB .J L~ t\ NN (y ,-1 D o e'1 ri ~ y m •riQ uno X 7n1 vnnn OCN ~ m O C~ N n.L+aDin >Y N E aGO~ •Y ~p oo noo O /~~ ~ 00pd (Q n a d 7 ~ oomn u+ C CY~Y U1 nM• o Y~nu N uv ~au V U n~cy O~Y OI N nuA~ L cYa+. O ° e' °o y .. >L ]0 ]~'Ex ~- Qooo +~ T++t Z CL Y O t a.Y+L U ~o n++ C e~°n»~ C Z 7ic~w ~ .L.m°ca. wan '~ Z~°..~ W -»on~ I~ Q OEEY y -~.+ n ~ccu U7~L O OYYL gg~o V ^ `~ ~' W I^ ~ LLmJ ~ o J °' 1 ~ I I I 1 ~ ~ ' SUPPORT REPORT JOB DESCRIPTION: 8856C WIND CODE: CURRENT SBCCI ___ WIND MPH: 110 BLDG TYPE: CLOSED ____________ TRUSS _ TRUSS ______ SUPPORT SUPPORT _____ BEARING _________ BEARING ________________ REACT. REACT. __________ MAX WIND ___DESC _________ SPAN-ft _________ SIZE-in. _________ TYPE ________ XLOC-ft. _________ YLOC-ft. _________ MAX.+# MAX.-# UPLFT.-# Al 22.000 5.500 WALL 0.000 27.073 ________________ 2270 __________ -1360 Al --------- 22.000 --------- 3.000 --------- AHU26T -------- 21.750 --------- 27.073 ------- 2143 -1220 A3 7.000 5.500 WALL 0.000 -- 27.073 ---------------- 1753 ---------- -1020 A3 --------- 7.000 --------- 3.000 --------- Special --------- 6.750 -------- 27.073 ------- 2396 -1490 A2 22.000 5.500 WALL 0.000 -- 27.073 ---------------- 1218 ---------- -760 A2 --------- 22.000 --------- 3.000 --------- AHU26 --------- 21.750 -------- 27.073 -------- 1093 -620 B4(2PLY~ 39.500 5.500 WALL 0.000 -- 27.073 --------------- 5058 ---------- -2980 B4 (2 PLY --------- 39.500 --------- 5.500 --------- WALL --------- 39.042 -------- 27.073 --------- 3691 -2210 BS 39.500 5.500 WALL 0.000 - 27.073 --------------- 2086 ---------- -1270 B5 --------- 39.500 --------- 5.500 --------- WALL --------- 39.042 -------- 27.073 ------- 2086 -1270 B6 39.500 5.500 WALL 0.000 --- 27.073 --------------- 2086 ---------- -1270 B6 --------- 39.500 --------- 5.500 --------- WALL --------- 39.042 -------- 27.073 --------- 2086 -1270 B7 39.500 5.500 WALL 0.000 - 27.073 --------------- 2086 ---------- -1270 B7 --------- 39.500 --------- 5.500 --------- WALL --------- 39.042 -------- 27.073 ------ 2086 -1270 B8 39.500 5.500 WALL 0.000 ---- 27.073 --------------- 2086 ---------- -1280 B8 --------- 39.500 --------- 5.500 --------- WALL --------- 39.042 -------- 27.073 ----- 2086 -1280 B9 39.500 5.500 WALL 0.000 ----- 27.073 --------------- 2086 ---------- -1290 B9 --------- 39.500 --------- 5.500 --------- WALL --------- 39.042 -------- 27.073 ---- 2086 -1290 B10 39.500 5.500 WALL 0.000 ------ 27.073 --------------- 2086 ---------- -1280 B10 --------- 39.500 --------- 5.500 --------- WALL --------- 39.042 -------- 27.073 ---- 2086 -1280 B11(2PLY 39.500 5.500 WALL 0.000 ------ 27.073 --------------- 2922 ---------- -1780 B11((2PLY --------- 39.500 --------- 5.500 --------- WALL --------- 39.042 --------- 27.073 ---- 4958 -2960 C12 29.833 5.500 WALL 0.000 ----- 27.073 --------------- 1621 ---------- -990 C12 --------- 29.833 --------- 3.000 --------- AHU26 --------- 29.583 --------- 27.073 --- 1473 -860 C13 29.833 5.500 WALL 0.000 ------ 27.073 --------------- 1621 ---------- -990 C13 ---------- 29.833 -------- 3.000 --------- AHU26 --------- 29.583 --------- 27.073 -- 1473 -860 C14 29.833 5.500 WALL 0.000 ------- 27.073 --------------- 1621 ---------- -990 C14 ---------- 29.833 -------- 3.000 --------- AHU26 --------- 29.583 --------- 27.073 - 1473 -860 C15 29.333 5.500 WALL 0.000 -------- 27.073 ---------------- 1597 --------- -970 C15 ---------- 29.333 -------- 7.778 --------- WALL --------- 28.685 --------- 27.073 -- 1448 -840 C16(4PLY 27.333 5.500 WALL 0.000 ------- 27.073 ---------------- 4362 --------- -2560 C16((4PLY ---------- 27.333 -------- 7.778 --------- WALL -- ------ 26.685 --------- 27.073 ---- 5773 -3390 C17 7.000 5.500 P WALL 0.000 ----- 27.073 ---------------- 2880 --------- -1550 C17 ---------- 7.000 -------- 3.000 --------- S ecial --------- 6.750 --------- 27.073 - 2640 -1660 D18 16.500 5.500 WALL 0.000 -------- 27.073 ---------------- 983 --------- -610 D18 ---------- 16.500 -------- 3.000 --------- AHU26 --------- 16.750 --------- 27.073 -- 829 -510 D19 16.708 5.500 WALL 0.000 ------- 28.073 ---------------- 937 --------- -620 D19 ---------- 16.708 -------- 3.000 --------- AHU26 --------- 16.458 --------- 29.073 - 845 -520 D20 16.708 5.500 WALL 0.000 -------- 28.073 ---------------- 937 --------- -620 D20 --------- 16.708 -------- 3.000 ---------- AHU26 -------- 16.458 --------- 29.073 -- 845 -520 E21 6.458 3.500 WALL 0.000 ------- 28.073 ---------------- 467 --------- -300 E21 ---------- 6.458 -------- 5.500 ---------- WALL -------- 6.000 -------- 28.073 290 -240 G22 24.000 5.500 WALL - 0.000 --------- 28.073 ---------------- 1311 --------- -830 G22 ---------- 24.000 --------- 5.500 --------- WALL -------- 23.542 --------- 28.073 -- 1311 -830 G22A 24.000 5.500 WALL 0.000 ------- 28.073 ---------------- 1311 --------- -830 G22A ---------- 24.000 --------- 5.500 --------- WALL -------- 23.542 --------- 28.073 --- 1311 -830 G23 24.000 5.500 WALL 0.000 ------ 28.073 ---------------- 1311 ---830 G23 ------ --- 24.000 --------- 5.500 --------- WALL --------- 23.542 -------- 28.073 --------- 1311 ------ -830 G24 24.000 5.500 WALL 0.000 28.073 -- 1311 -------- ---------- -830 G24 24.000 5.500 WALL 23.542 28.073 1311 -830 G24A 24.000 5.500 WALL 0.000 28.073 7978 -4720 G24A ------ --- 24.000 --------- 5.500 --------- WALL -------- 23.542 --------- 28.073 --------- 3988 ---- -2430 CJ25 1.037 3.500 WALL 0.000 28.073 ---- 330 -------- ---------- -230 CJ25 1.037 1.500 NAILED 1.037 28.073 35 -10 -180 CJ25 1.037 1.500 ------- NAILED -------- 1.037 -------- 28.526 - 215 -106 ------ CJ26 --- --------- 3.037 -- 3.500 WALL - 0.000 - ------- 28.073 -------- 319 -------- ---------- -230 CJ26 3.037 1.500 NAILED 3.037 28.073 23 -180 CJ26 3.037 1.500 NAILED - - 3.037 29.359 73 ------ CJ27 --- --------- 5.037 --------- 3.500 ----- - WALL --------- 0.000 --------- 28.073 -------- 402 -------- ---------- -280 CJ27 5.037 1.500 NAILED 5.037 28.073 51 -180 CJ27 5.037 1.500 NAILED ----- 5.037 -- 30.192 163 ------ HJ28 --- --------- 9.133 --------- 4.950 --- WALL ------- 0.000 --------- 28.073 -------- 452 -------- ---------- -330 HJ28 ------ ---- 9.133 -------- 7.778 --------- WALL -------- 8.485 --------- 28.073 --------- 663 --- -440 HJ29 9.899 11.000 WALL 0.000 27.073 ----- 558 -------- ---------- -420 HJ29 9.899 3.000 NAILED 9.899 27.073 433 -480 HJ29 9.899 1.500 NAILED - ----- 9.899 -- 30.003 318 ------ CJ30 ---- 4L -------- 5.037 --------- 5.500 - - WALL ------- 0.000 --------- 27.073 -------- 402 -------- ---------- -270 CJ30 4L 5.037 1.500 NAILED 5.037 27.073 51 -200 CJ30 4L 5.037 1.500 NAILED 5.037 29.192 163 ------ CJ31 ---- 4L -------- 3.037 --------- 5.500 -------- WALL --------- 0.000 ---------- 27.073 ------- 319 -------- ---------- -230 CJ31 4L 3.037 1.500 NAILED 3.037 27.073 23 -200 CJ31 4L 3.037 1.500 NAILED 3.037 28.359 73 ------ CJ32 --- 4L --------- 1.037 --------- 5.500 -------- WALL --------- 0.000 ---------- 27.073 ------- 330 -------- ---------- -230 CJ32 4L 1.037 1.500 NAILED 1.037 27.073 34 -10 -200 CJ32 ---- - 4L --- 1.037 - ------ 1.500 ------ -- NAILED -------- 1.037 ----- 27.526 212 -106 - EJ33 - - 7.000 - 5.500 WALL ---- 0.000 ---------- 27.073 ------- 493 -------- ---------- -320 EJ33 7.000 1.500 NAILED 7.000 27.073 78 -260 EJ33 ------ --- 7.000 --------- 1.500 --------- NAILED -------- 7.000 --------- 30.010 ---------- 241 ------- -------- --- ------------ ---------------------------- ------- ------------------ HANGER SUMMARY FOR: 88 56C Quantity ------------------ Hanger --------- -------- - ------ 1 --- --------- --------- AHU26T -------- - 2 Special p 14 ------ ------ --- --- --------- --------- 26 --------- --------- -------- -------- - - a~ r_Ina~ean5ar.1 FL LUMBER UNLIMITED 97.3 NOTE: 1. THIS GANG-LAM BEAM iS DESIGNED TO SUPPORT ONLY VERTICAL LOADS AS SHOWN. VERIFICATION OF LOADING, DEFLECTION LIMITATIONS, FRAMING METHODS, WIND BRACING, OR OTHER LATERAL BRACING THAT IS ALWAYS REQUIRED IS THE RESPONSIBILITY OF THE PROJECT ARCHITECT OR ENGINEER. 2. PROVIDE RESTRAINT AT SUPPORTS TO INSURE LATERAL STABILITY. 3. DO NOT CUT, NOTCH OR DRILLGANG-LAM. 4. SHIM ALL BEARINGS FOR FULL CONTACT. 5. VERIFY DIMENSIONS BEFORE CUTTING GANG-LAM TO SIZE. COMBINATION ROOF AND FLOOR BEAM ONLY. {{ 96" O.C. OR LESS. { ••• THIS DRAWING IS NOT TO SCALE •" NOTE FOR FOUR MEMBERGANG-LAM APPLIED TO TOP EDGE OF GANG-LAM, SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. • ATTACH 2 GANG-LAM PLIES WITH 3 ROWS OF 18d COMMON NAILS ON EACH FACE STAGGERED AT 12.00" C/C. • ATTACH ADDITIONAL PLIES TO ALTERNATE FACES OF THE FIRST TWO PLIES, AS REQUIRED, WITH 3 ROWS OF 16d COMMON NAILS STAGGERED AT 6.00" C/C. • BOLT THE UNIT USING 2 ROWS OF 1/2" DIAMETER BOLTS SPACED 24" C/C. STAGGER ROWS AND MAINTAIN 3"MINIMUM EDGE DISTANCE TO BOLT HOLES. BOLTS TO BE A NEAT FIT IN BOLT HOLES WITH FLAT WASHERS ON EACH FACE. SUPPORT REACTIONS (LBS): CASE B E A R I N G N U M B E R 1 2 1 7291 9393 MIN BEARING SIZES (IN-SX) 3- 0 3- 0 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.50" 0.50" *DEAD LOAD 0.35" TOTAL LOAD 0.73" 1.09" Handling & Erection plumb anti for resistirrp lateral (orcea shall he designed ant a~steUed M others. No bads are to be applied to the component urtd after el! the Naming end [eslenalg are completed. AI no tkne sheN bads greater than despn bads De applaal to the component. {Design Criteria The desgn ant msledal speGlled are in whslanllel nnformay wish the latest revisbns of NDS arM AITC. Dear bad Oesedbn indudes adjustment laaor for creep. Total bad Oofledbn IS Iflstamanedas. LOAD TABLE NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE ((1). OTHER LOAD CASES FOR PATTERN LIVE LOADING ARE CHECKED AS REOl11RED. (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAI FT-IN-SX FT-IN-SX UNIFORM FLOOR TOTAL TOP 556 PLF 19-00-00 21-00-00 UNIFORM ROOF TOTAL TOP 995 PLF 00-00-00 19-00-00 UNIFORM FLOOR TOTAL TOP 357 PLF 06-00-00 21-00-00 UNIFORM FLOOR LIVE TOP 20 PLF 00-00-00 21-00-DO UNIFORM ROOF LIVE TOP 15 PLF 00-00-00 21-00-00 UNIFORM FLOOR DEAD TOP 12 PLF 00-00-00 21-00-00 UNIFORM ROOF DEAD TOP 9 PLF 00-00-00 21-00-00 WARNING NOTES: THIS COMPONENT DESKiN IS SPECIFICALLY FOR LOUISIANA-PACIFIC ENGINEERED W000 PRODUCTS. USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG-LAM LVL, TECLAM LVL, LPI JOISTS, OR TLI JOISTS IS STRICTLY PROHIBITED. MINIMUM BEARING SIZES ARE TO PREVENT CRUSHING OF THE GANG-LAM LVL BEAM. IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER OR ARCHITECT TO MAKE SURE THE SIZE, SPECIES, AND GRADE OF LUMBER USED FOR THE BEARING PLATES ARE DESIGNED TO CARRY THE REACTIONS OF THE GANG-LAM LVL BEAM AND PREVENT CRUSHING OF THE BEARING PLATE. FOR EXAMPLE: ON BEARING NUMBER 1, A REACTION OF 7291.000 LBS ON A SPRUCE PINE WALL PLATE WOULD REQUIRE A MINIMUM BEARING LENGTH OF 3.2 (INSX). ANCHOR GANG-LAM LVL BEAM SECURELY TO BEARINGS OR HANGERS. GANG-LAM LVL FLOOR BEAMS ARE MANUFACTURED WITHOUT CAMBER, THEREFORE, IN ADDITION TO COMPLYING WITH THE DEFLECTION LIMITS OF LOCAL BUILDING CODES, OTHER DEFLECTION CONSIDERATIONS SUCH AS VIBRATION, BOUNCE AND AESTHETICS, SHOULD BE EVALUATED BY THE PROJECT ENGINEER OR ARCHITECT. MAXIMUM RECOMMENDED DEAD LOAD DEFLECTION IS 0.333" OR LESS. Miscellaneous IMormat)on the use of Nis corrgonerd ahaN t complete struduro. OMam aN the bsWdans from the daspners of component. II the design ailede code requlromenls, do not use the end sealed Loulslana-Pacific Corl the unit stawrn an the bests of da This drewYp. Gennep Lam LVL. Te made wahoW nether arM wig ds1 concrete must be protected as ro is assumed (W9N, Ibor beam, etc -'F 16.000 1.750 3.500 5.250 7.000 CROSS SECTION and rs not natal bcat wibxq r Ihb drawkp b spned try the sWaurel despn or re automat and shown on Dials, and TU joist are wood b direct axdad wNl continuous lateral support S~i8~G00--GC7 DESIGN CONSISTS OF 9 - PLIES FASTENED TOGETHER (REFER TO NOTES). o.rs DESIGN CRITERIA o.3r FLOOR LIVE LOAD = 40 PSF FLOOR DEAD LOAD = 15 PSF FLOOR TOTAL LOAD 55 PSF ROOF LIVE LOAD 30 PSF ROOF DEAD LOAD = 17 PSF AOOF TOTAL LOAD 47 PSF FLOOR SPAN CARRIED 1.00 FT ROOF SPAN CARRIED 1.00 FT DEFLECTION CRITERIA LIVE LOAD DEFL: L / 960 TOTAL LOAD DEFL: L / 290 DURATION OF LOAD INCR: 25 t CODE COMPLIANCES REPORT M BOCA 96-8 DADE COUNTY 93-0709.01 HUD MR 12198 ICBO 9321 L.A. City RR 29859 SBCCI 9990A WISCONSIN 970093-W N.Y. STATE 618-91M6MC N. Y. CITY MEA 97-99-E CCMC 11518R 21- 0- 0 Lang-Lam WL, Teclem LVL, LPI Jdst, end TLI Joist SpeGflcetlons Su end connections for Garp~lam LVL, TecLam LVL, LPI Joists, and TLI to be specific aPPacations. Common nails driven pareNel to plus tines sheN Da spaced a minNnum o14• for t0d and 3' for ad. po not cut, notch, drq or aaer Garp•Lam LVL, Ted.am LVL, lPl Joists, and TLI Joists except as shown'n pudished meledel from Louisiana-Pacific Cory. any use of Gang Lam LVL, TecLam LVL, LPI Joists, and TLI Joists contrary to the Nmfts set IoM hereon, negates any express wanenty of Ue product and Loubiana-Padlic Cory. tliscbkns ant knpliad werrontbs hchrding the Ynpged wamntbs of merchantabNNy end fitness for a panicukr use. Louisiana-Pacific Corp. otro7rea sssc Engineered Wood Products 2706 Highway 421 NaAh Wilmington, NC 28401 Local (910)762-9878 National Wals (800) 999 9705 DWG # SHEET # rro,~ . {A) 2X6 OH LARGER S0. PINE t2 VALLEY RAFTER (e) 2X4 SG. PINE /3 CRIPPLE (NAX FtEIGNT 6'-3') (C) 2X4 S0. PINE /3 CRIPPLE {NAX HEIGHT 5'-3') 10) 2X6 OR LARGER S0. PINE t2 YALIEY RAFTER FIOTE: VALLEY RAFTER ID) NUSf NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A} , NOTE: REFER TO VAII.EY DETAIL Ai05 FOR SUPPORTING TRUSS BRACING DETAILS. (e), ;C) HAX HEIGHT fiITH fX4 't' BRACE IS 9'-10'. (g),{C) NAX HEIGHT MITH 2X4 'T' eAACE IS II'-2~. FOR iX4 AHO 2X4 'T' BRACING. BRACE TO eE SANE GRADE AS CRIPPLE. FASTEN iXd ~'Tr BRACE TO CRIPPLE HIIN BO NAILS AT A' O.C. FASTEN 2X~ 'T' BRACE 70 CRIPPLE HITN i6D NAILS AT 4' O.C. (2}-160 NAILS, TOENAILEO THRU CRIPL_E INTO RIDGE B0.4R0 3-16D ~0~ NAILS ~A} 3-16D ~C} ('NAILS •' ~~B) (8) FRAMING PLAN COMMON TRUSS AT 24" O.C. VALLEY RAFTE RIDGE RAFER COMMON TRUSSI AT 24" O.C. 2-960 NAILS. TOENAILEO ~3} _ 160 NAILS. (3) -160 Na iLS. TOENAiLEO~ TOENAILEO gy(p) (A} (2} -16C3 NAILS, TOENAILED (TYPICAL} PLYWOOD ;~~'\~ ~~ I II) (C} SHEATHING I I PLYWOOD SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS (31 -160 NAILS. ~ - TOENAILED . (3}-160 NAILS. TOENAILEO SUPPORING TRUSSES THRU CRIPPLE INTO PLYWOOD MAX SPACING AT 2q" O C a . . , .. GIRDER SEGN-- 1107 FURtIIStf A CUPY O f THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.8 SCALE ~ 0.2500 0 0 0 0 o t~ ,a„w ur,IKa-c, „m;~,~ yam, tiMIMPORTANTMi( s•+u. wt a eaa.~crnt ao. u+r t-.exs ..a,t^c au1+< c.•c ARMING t• waa4c ttn ew He DESIGN GRIT: TPI 0 PSF 30 REF CONY . YALLEY 06/ 16/92 oAiE 0 0 0 o 0 0 0l ca sc.ta-la-MM ,-IS Issw, a tNSe s•[st-tunoa a.rr ratatr= t. r,ns ,.. -w'ss 1+ wwr.~cs uw seas -r nt wcys. sit..,-s, ar t•l. sae t..ta «stcr ,r. ,toltlaaa soccw. ,v.ea,t,.t ...cos re . fC LL IC OL ~ 5.O PSF _ oRKG V ids-CONV 0 0 0 o IVI~E anrcno+s w wIK [s rwa uav. srttL .Et-t1~a aaM •... a s aa=*r .s was. a..tr ce..cn°s n ua •.a v aulaase.n. xcss .t.iwnse ttolcam ,o- oao s...aa ,r u.awa• saaua rl„ rwss. BC DL 10.0 PSF NC-E-1C CLG t~ o O o o ALPINE o -vss .+s Irtaa st.awrs[ aauno a -MI- usl°a .auto. co.scas+s .s• vuucs IYJ. ,as t ats.-i, aua.l sruar.as ar arraoo Krw~o srt,r,ty sons, sons rlr» nvc•ar -n.o<a •uu aloes -- srt i0T.L0. ~J~J. OPSF 0/A LEN. 24-d-0 Q o TRUSS G apista,,iu.awsae,>osnst°. t..osc-.,.awoa:r.a.•s sas a IrN oaaalK sctoaRl M t.[ ou.orerl Lt•,:rw .nc ean,2uutc4bn°aaanr,",w.ooaa ton.aa a+..,can•:». nv..lt.. a can, v swu DUR.FAC. 1.33 PITCH 6.0/1Z o ,» oar, aen al+u rs- Ix •au.t,+a tet bw slKe. ^_•. +~IS^ t° -'s „'as °'OR1O1 °°""~"'• SPACING SEE ABOVE iYPE CUIJY . YALLE oooot~o I-•t.1 . I~~i Rat! Iw:,I WIL aaa . s.nt-ra sc~:w s•cclllOtlon I(~ wRW tU6t lab• Cr cked M d Rl ,f [k 1[ _. ^__ _. i11[S ORANINO SPECIftE3 R:PAIRS FOR A TRUS5 NIT11 CRACKED ME89: IfARNlN6: T11t9 DESIGN IS VALTD ONLY fOR A SINGLE PLY TRUSS KITH ~IAHAGEO NE65 OF 2X~ 8t2E ANO /3 S0. PINE GRADE. IN ADDITION. ~ HAXiNUH Of i CRACK PER MEB AND ~ CRACKED MEHS PER TRUSS ARE u0T COHPLYCNITICTHtSEOETAIL.N~FACIURER FOR pEPAIRS THAT 00 (0~ OANAGED AREA 0' MIN. to !2' NAK. LENGTH OF CRACK IN wE6. (S (21-2X4 S0. a/NE: r3 SCABS. NINIHUN LENGTH OF SCAB FIUST 8E 111E GREATER Of: 1. ON•BOTHESIOES OFDTHEGDANAGED AREl1 NININUM OF 34' 2. 80x OF THE ORIGINAL NE8 LENGTH ATTACH ONE 9CA8 TO EACH FACE OR THE YIEB KITH A DOUBLE HEFERFTOONA~PACINOEOETAIL FOgCA00YTI0NAl. NA7~GEpED. SPACING INFORMATION. NOTE: 5PEC)FYCATIONS~gT CONP~Y 11ITN ALPINE pESIGNS ANO (100 NAilf: p0110L! DON, dTAiilREO) a ~ eeACK fR6'!! 1. r D.l. -1 O • fpONf f~~ 1,•Iw T +''~D.~ ~ o ° ° } 1 hras.~ NA]L SPACING DETAIL u r~ cl c.T [' o t~ r-1 1~1 I 1 1 1 /~1 fa (-7 1./ f iNE A~ [_1 ..1 . U 1 1 T I111S~ r , ` 1_1 . 1 I r-1 r' 1 . I: 7 -:~ NM 114POHTANTNIW~`E/o~ k Ira Nut iwl il+ nn.nvl,n,I MY 0[fIN In UE[E YK111Ii~110 IN ~ °j f11NM ID D'1110 111 1w.y1 IN [OI. D•.li [ 0.111 [OIDCIV.1 /K /uDY 7 .4f4 G41. 11111 IM[1INf IS IM NR i« D lltpl l7 1101[a. CiM [ !UalL10/[ ID [IOI !QZ d III :4 no In ift OIIa1Y11 tE .LC YI[D 04 IInD rE11fK IgS1110M lp1[:IyuS It« II.rNRf 110. ISa i IfN -,. tESIfD SIII DaaOf alnr[ crulTwse rtry,lslva ~ IDt a Irl. ureafuun•a !.t4 .1. lull [IJl11S uNlll I• IrE [~['JIENI UII[IIU N:IE au vwL Il01 K /Q I[D Is'OII III ulr Du ID lui• 1.1 JI /. Ilya . If>II~IIOY~I Ufli~ ..11.1 ul~sar-- iL us!Irol[: - --_----". 2X4 #3 S0. PINE WEB ONLY ~ CN r TC LL - PSF RAC c M w II-1111D ral0U1•E lnralE pJE HARNINGIN lulnlln 11EC11/N uD TC OL - PSF DATE 09 02 94 [ rveuo u[ ule-YIla [~1 ~[ liususur, ultul pa1[Illf n r / 1Ehp~. ~1- BC nl PSF ORN 11[25094073 a t rlrl wulllu•[ ya:111 LulluElllf. ualssDUlll.lx Unlunn up ~j~~~~!i. -1 : C,E. i ~~ . .._ _.. PSF fl-ENG G OVD YYI[ E[ Ift11uUY IIRIQO allll iP11YA alU11aD Il1.IX) y[a1N11L nnlrr nua ,AI tl~ •;. Agll~. '• [3C ll. ~~~ PSF l-1 rl Rl la)r4Rr a11I][U PIfiD [a I[N5 -- YI S[ pt17TP f C.-r'If ~ ~•~ SLtiE IOT .10. __ D )tf Ra 1[CI /II[l[ L'tLll U/6711 IN IIf.IA [IR I[1111n. [Ua11~11A l/a', U TIIf ,. OF -r~1~,'Y(a ~1[ ~ ~ I [- I~UR.1 AC.. ._.__ [ O[14/ ID /IE IIaFA (KL1101 G41111.[11h. J 1{~ ~li~ ['PA IMG 24.0 i vK[i[i11i?II ru DaD rus~alcl, Ip_____! .__ I~nc;r- ~n 1 .r 0 m 1 (J .1~ i to a lT a c0 ~. r~ .~ •:, ro [-s «~ H ~•4 H O t-' t=1 M t-•Y d b 0 {o n~ (00901. - MAKJUK KtS. - Al TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. H = RECOMMENDED CONNECTION BASED ON MANUFACTURERS CAPACITIES. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTION THAN INDICATED. CONNECTION REQUIRES APPROVAL OF BUILDING DESIGNER. LOADS MUST BE EVENLY DISTRIBUTED OVER ALL PLYS IF APPLICABLE. 1.5X3 ~ 5X8- 2.5X4 5X8= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 28.57 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 27-0-14 ..~~~ 163) 3X7- 1-4-0 I_ 7-0-0 I 8-0-0 I 7-0-0 I IE 22-0-0 Over 2 Supports R=2270 W=5 5" U=1360 " . R=2143 W=3 U= 1220 H=Al pine A HU26T w/ (8)lOdxl-1/2_NAILS in T rus s w/ (24)16d_COMMON_NAILS in Girde r Girder is (1)2 X6 min. SP PLT TYP. Al ine Hi h Stren th TPI-95 D i C " , es gn riteria: TPI STD 18.2c4 FL - 1 - E - - Scal e =.25 Ft. *NARNING** TRUSSES REQUIRE E%TRE ME CARE IN FABRICATION, MANDL ING SHIPPING INSTALLING AND , , BRACING. REFER TO M1B-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE D R R T O ~R A ~ T C L L 2 0. 0 P S F R E F R 2 3 5-- 7 4 1 5 0 PERFORMING THESE FUNCT [ONSD UNLESS OTHE0.NISE INDICATEO, TOPICHORDFSHALIFNAVEPPROPE0.LY ATUCNED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPEflIY A7TACNEU RIGID CEILING ~~~ ,3 , ~~E~ ~,~P~ifslcq ti~,~ TC DL 20. 0 PSF DATE 05/27/99 . `*IMPUR TANT*` FURNI SN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AI PINE ENGINEERED PRODUCTS, [NC. SHALL N07 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO M G ~'+ 1ldy ' BC DL 10. 0 PSF DRW H CUSR235 99146220 A L P I N E BUILD THE TRUSSES [N CONFORMANCE NITH TPI; Oft FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS Y1TH APPLICABLE PROVISIONS OF NDS (NATIONAL OE SIGN SPECIFICAiIUN PUBLISHED BY THE AMEflICAN FOREST AND PAPER ~ ' ( ~ ~ E // t ' Y B C L L 0. 0 P S F H C- E N G F L A/ W P F ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON TM[S DESIGN, POSITION CONNECTORS PER ~~~///~~~JJJ .rty ~ STATE QF (y • T 0 T . L D . 5 0. 0 PSF S E Q N - 3 0 04 2 DR ANINGS 160 A-2. 7HE SEAL ON THIS DR ANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ~ ••• ^ ,~, / ~ • ~ D U R F A C 1 2 5 FROM AMB Alpine Engineered Products, IDC. RESPONS[BLL ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SMONN. THE SUITAB II ITY AND USE OF THIS • ~ "••. . . . Haines City )'[. 33&14 FO9 NC~LAR BUILDING 1S THE RESPONSIBILITY OF iME BUILDING DESIGNER, VER RT ~NSIJTV~T N ~ '" " , 1 O 95 SECT SPACING 2 4 . D 3X12(63) = 3X7= HS512= "~"~' (tltl501. - MANSUK KkS. - A3) TOP CHORD 2x4 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. THIS GIRDER DESIGNED TO SUPPORT A 22-00-00 SPAN HIPSET WITH A 07-00-00 SETBACK SYMMETRIC #1 HIP FRAMING TO THE BOTTOM CHORD AT 04-00-00 FROM THE LEFT END. THE OPPOSITE SIDE SUPPORTS 02-00-00 SPLIT LOAD. 1.5 X 3 III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 28.57 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE CONNECTION FOR GRAVITY AND UPLIFT REACTIONS SHOWN. 4XlU 5(- 3-3-1 3X8(A1) 27-0-14 4X10 111 5X5- ~1 - 4 - 0~1 -7-0-0 Over 2 Supports-~ R=1753 W=5.5" U=1020 R=2396 W=3" U=1490 PLT TYP Al ine TPI-95 " . Desi n Criteria: TPI STD 18.2 4 F L - 1 - E - Sca Ft. le =.375 "WARNING** TRUSSES REQUIRE EY TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 0 0 P S F BRACING. REFER TO HIB~51 (HANDLING INSTALLING ANU BRACING), PUBIISHEU BY TPI (TRUSS PI ATE D O ~ ER p ,~. / . 2 R E F R 2 3 5-- 7 4 1 5 1 PERFORMING THESE FUNC T[ONS RUNLE SSTOTHERNISEDINDIC ATED TOPICHORDF SHALLFHAVEPPROPERLY ATTACHED !. ~ `_~•~~~rC ~ 3~ P ' TC DL 20 0 PSF DATE 05/27/99 , STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. G~ q, s;,~i , • ~, . `IMPORTANT*` FURNI SM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 'PROOUC TS, INC. SNALL NUT BE RESPONSIBLE FOR ANY DEVIATION FRON THIS DESIGN; ANY FAILURE TO y t. Q Tid,Y ~/ ' BC DL 10. 0 PSF DRW HCUSR235 99146222 A L P I N E BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. TNIS DESIGN CONFORMS NITH APPL ICABIE PROVISIONS OF MDS (NATIONAL DESIGN ~I ~ r ~` ' BC LL 0. 0 PSF HC-E NG FLA/WPF SPECIFICATION PUBI ISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OF ; - ~ * TOT . LD. 50. 0 PSF SEON - 30049 Alpine Engineered Products I nc. EACH fACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON TNIS DESIGN, POSITION CONNECTORS PER DR ANINGS 160 A-2. THE SEAL ON THIS OR ANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIUR [TY SOLELY FOR THE TRUSS COMPONENT DESIGN $HONN. THE SUITABIL ITV AND USE OF THIS +,*I~. M..J.~:~, 1 vF'~lV' ~ D U R . F A C . 1 . 2 5 F ROM A M B , 11a1ne5 Clty, F1, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIB [CITY OF 7HE BuILO[NG DESIGNER, PER ANSI(TPI 11995 SfcnoN z. SPA CING 24 .0 " dl. - MAIVJUK KtS. - AL TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 (DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. H = RECOMMENDED CONNECTION BASED ON MANUFACTURERS CAPACITIES. iCONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTION THAN INDICATED. CONNECTION REQUIRES APPROVAL OF BUILDING DESIGNER. '..LOADS MUST BE EVENLY DISTRIBUTED OVER ALL PLYS IF APPLICABLE. 1 5X3 a 4X5 (R) 111 4X6= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 28.98 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. • ~ 1.5X3. 5r -,5 27-0-14 3X5 (A1) ;= 3X7= 2.5X4 =- 3X5 (Al) _ 3X4- 1-4-0 9-0-0 9-0-0 ~'~ 22-0-0 Over 2 Supports R=1218 W=5.5" U=760 R=1093 W=3" U=620 H=Alpine AHU26 w/ (8)lOdxl-1/2_NAILS in Truss w/ (16)16d_COMMON_NAILS in Girder Girder is (1)2X6 min. SP PLT TYP Al i TPI-95 " . ne Design Criteria: TPI STD 18.2c4 F L - 1 - E - - Sca le =.25 Ft. "WARNING" TRUSSES REOUZRE EXTREME CARE [N FABRICATION, HANDU NG, SHIPPING, INSTALLING ANO !~ BR AC]NG. REFER TO N18~91 (HANDLING INSTALLING ANO BRACING), PUBLISHED UY TPI (TRUSS PLATE '~ ER P ~ T C L L 2 0. 0 PSF R E F R 2 3 5 - - 7 4 1 5 2 PERFORMING THESEOFUNOTR N DR T O S O I FS F P T C , , !~ } S`~I~t~IC ' /~ 0 0 SF DATE 99 05 27 S UNLESS OTH ERN[ E INDICATED, TOP CHOR D HALL H AVE PR OPERLY A TA MED STRUCTURAL PANELS, BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. ~ + '~[~G~~ '9i~v~ TC DL . 2 P / / "IMPOft TANT`* FURNISH A COPY Of THIS DESIGN TO THE INSOLE ATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO e.ay T1 BC DL 10. 0 PSF DRW HCUSR235 99146221 A L P I N E BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR fABR (GATING, HANDLING, SNIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NITN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ~~~~ ~ ( '~ r ' ~ ' ~ B C L L 0. 0 P S F H C- E N G F L A/ W P F SPECIFICATION PURL !SHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE QF ~ TOT . LD. 50. 0 PSF SEON - 30046 Alpine Engineered Products l nC EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DR ANINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY fOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ~'.~/~'yj(~., p•~' ~ D U R . F A C . 1 . 2 5 F ROM A M B , 1'IBIRCS Clh', FL 33844 . ANSI/TP ITIf ]0995NSECTR ONCZL AR BUILDING IS THE RE SPONSIB IL IiY OF THE BUILDING DESIGNER, PER 'ACV ~~CIJ S P A C I N G 2 4 . 0 " tltlabL, - PIArvJUK KtJ. - 84(LPLY (TOP CHORD 2x4 SP #2 :T2 2x4 SP #1 Dense: BOT CHORD 2x8 SP #1 Dense WEBS 2x4 SP #3 110 MPH WIND, 29.19 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING (DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (RECOMMENDED CAMBER 1 1/8" AT MIDSPAN BETWEEN BEARINGS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC - From 80 PLF at -1.45 to 80 PLF at 7.00 TC - From 180 PLF at 7.00 to 180 PLF at 17.44 TC - From 80 PLF at 17.44 to 80 PLF at 40.95 BC - From 20 PLF at 0.00 to 20 PLF at 7.00 BC - From 44 PLF at 7.00 to 44 PLF at 17.44 BC - From 20 PLF at 17.44 to 20 PLF at 39.50 BC - 890 LB Conc. Load at 7.00 BC - 2396 LB Conc. Load at 17.44 5X8= 3X7= 1.5X3 III 12X14. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required ~ NAILING SCHEDULE: (0.120x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. PREDICTED VERTICAL DEFLECTION IS 0.36" DUE TO LIVE LOAD AND 0.77" DUE TO DEAD LOAD AT X = 17-06-00. (A) SCAB BRACE; SAME SIZE AND GRADE AS WEB MEMBER. LENGTH TO BE MIN. 80% OF WEB LENGTH. ATTACH WITH 16d NAILS @ 4"O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2.5X4 % 8X14. 1.5X3 IIIT2 3X7= 5 ~ 1.5X3 5 ~ -+ 5 A 4X4(A3) ~27-0-14 1.5X3 III 3X8= 3X10= HS812 = 5X8. 2.5X4 4X5(A3) 4X4(A3) 4X5 (A3) 3X4= 3X9 III 1 .5X3 III 5X12 1-4-0 1-4 0 -..- ~. (_ 7-D-D I 17-6-D 13-0-02-0- I 1D-D-0 I 39-6-0 Over 2 Supports R=5058 W=5.5" U=2980 R=3691 W=5.5" U=2210 PLT TYP Al i Hi h St h " . ne, ren t TPI-95 Desi n Criteria: TPI STD 18.2 4 F L - 1 - E - Scale ®.125 Ft. **NARNING" TRUSSES REQUIRE E%TREME CARE [N FABR iCAT[ON, HANDLING, SNIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO RR ACING), PUBLISHED BY TPI (TRUSS PLATE pp hE~ '~I:fl /; ~. T C L L 2 0. 0 P S F R E F R 2 3 5-- 7 4 1 5 3 PERFORMING TM ESEDFUNCTIONS RUNLESST OTNOER D D I F F P ~~ "~~~1C 'f~ P ~ TC DL 20 0 PSF DATE 05 27/99 N[SE IN ICATED, TOP CHORD SH ALI HAVE PR OPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PR OPERIY ATTACHED R1GIU CEILING. qj~~ 3 Gr~ . / 'IMVURTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALL ATIUN CONTRACTOR. ALPINE ENGINEERED •PRUOUCTS, INC. SMALL NOT BE RE SPUNSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAfL URE TO fc~• 7"Idy ' BC DL 10. 0 PSF DRW HCU SR235 99146212 A L P I N E BUILD THE TRUSSES IN CONFORMANCE N[TN TPI; 0R FABRfCATING, HANDLING, SNIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS MITN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ~( 1 r ' • B C L L O. O P S F H C- E N G F L A/ W P F SPECIE (CAT ION PURL ISMEU BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AHD TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OF ~' TOT . LD. 50. 0 PSF SEAN - 30157 Alpine Engineered Products I nC EACN FACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON TNIS DESIGN, POSITION CONNECTORS PER OR ANINGS 160 A~2. THE SE AI ON THIS DRAPING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY AND USE OF TNIS ••~~ ~~•~ ~W~v+~ D U R . F A C . 1 . 2 5 FROM AM B , Haines City, FI. 33844 . ARSI~Tpj TIF09B5N5ECT IONC2L AR BUILDING IS THE RE SPONSIBIU IY OF 1NE BUILDING DESIGNER, PER '~~ll SPA CING 2 4 . O " (ooao~ - rlAAnaurc rcta. - ts5) TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #2 Dense: BOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP #3 (DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS DWG PREPARED FNOM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 28.98 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING RECOMMENDED CAMBER 3/4" AT MIDSPAN BETWEEN BEARINGS. 3X12 63 3X/=2.5X4a HS512° 3X7= ( ) = 3X12(83) __ 2.5X4 = ~27-0-14 1-4-0 1-4-0 -4- -~- L. 9-0-0 _i_ 21-6-0 _I_ 9-0-0 J fE 39-6-0 Over 2 Supports '~ R=2086 W=5.5" U=1270 R=2086 W=5.5" U=1270 PLT TYP. Al ine,Hi h Stren th TPI-95 Desi n Criteria: TPI STD 18.2c4 **NARNING** TRUSSES REOUiRE E%TRE ME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HId~51 (HANDLING INSULL LNG AND BRACING) PUbl1SMED BY TPl (TRUSS PLATE ~ rp Q h ~ P G INSTITUTE, 563 D'ONOFR IO Dfl., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERNISE INDICATED TOP CHORD SH AIL MAYE PROPERLY ATTACHED A4 / `_ ,i PT ~r~C~ /`- ~ /j/ . , STRUCTURAL PANELS BOTTOM CNORD SHALL MAYE A PROPERLY ATTACHED RIGID CEILING. G~ {i. , 'IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED • y ,yt R t~ ~ ' PR OOUCTS. INC. SHALL NOT BE RESPONSIBLE fOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ' 1BY ' ~ BUILD THE TRUSSES IN CONFORMANCE NITM TPI; OR FABRICATING, HANDLING, SHIPPING, INST AILING ANO ` `~~~ ~ I ~ ' A L P I N E BRACING OF TRUSSES. TN IS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ~ SPECIFICATIUM PUBLISHED BY iNE AMERICAN FOREST AND PAPER ASSOCIATION) ANU iPI. ALPINE TE ~ CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO ~ 1 ' Alpine Engineered Products, IIIC. Ilmnes Cit , FI. 33844 Y EACH FACE OF TRUSS, AND UNLESS OTNERN[SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DR ANINGS 160 A-Z. THE SEAL ON THIS DR AMING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SH ONN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING [S THE RE SPONSib ILL TY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1955 SECTION 2. ~ `YV,• ~~ ~~ -.('.~ ~~ ~~i`~ FL/-/1/-/E/-/- TC LL 20.0 PSF TC DL 20.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 50.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.125"/Ft. REF R235--74154 DATE 05/27/99 DR W HCUSR235 99146213 HC-E NG FLA/WPF SEAN - 30067 FROM AMB 3X7 ~~~ _~ 5X7. 3X4= 2.5X4 = 3X4= 5X7 ~ ~„~ ,_ (8856C - MANSUR RES. - B6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMFNSIONST SUBMITTFn Rv TRIISS MFa TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP #3 (DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X12(63) _ 3X7 ~ HS512 3X18 110 MPH WIND, 29.40 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING RECOMMENDED CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. 3X12{63) ~27-0-14 1-4-0 1-4-0 O~ b (~ 11-0-0 _~_ 17-6-0 _I_ 11-0-0 _I ~~ 39-6-0 Over 2 Support R=2086 W=5.5" U=1270 R=2086 W=5.5" U=1270 PLT TYP. Al ine,Hi h Stren th TPI-95 Design Criteria: TPI STD 18.2c4 FL - 1 - E - - Scale =.125" Ft. " HARMING** TRUSSES REQUIRE E%TRENE CARE IN FAB0.[CAT[ON, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBL ISHEU BY TPI (TRUSS PLATE ~ ~ T C L L 2 O .O P S F R E F R 2 3 5-- 7 4 1 5 5 ' INSTITUTE. SB3 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PR (Oft TO PERfORMING THESE FUNCTION N E ~4 ~iy T1~1L ~ TC DL 20 0 PSF DATE 05/27/99 L S. U SS OTHERNISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL NAVE A PROPERLY ATTACHED RIGID CEII INC •~~` ~>:,~ . ~/ , . . `IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL MOT BE RESPONSIBLE FOR ANY DEVIATION FR ON THIS DESIGN; ANY FAILURE TO ~ y t.ay Ti J ' • BC DL 10 .0 PSF DRW HCUSR235 99146214 BUILD THE TRUSSES IN CONFORMANCE NITM TPI; OR FABRICATING, HANDLING, SNIPPING. INSTALLING AND ~~~~ f ~ i ~ B C L L O O P S F H C- E W P F N G F L A A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS NITM APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN / v . / SPECIFICATION PUBU SHED BY THE AMERICAN FO0.E ST AND PAPER ASSOCIATION) AND TPI. ALPINE ' CONNECTORS ARE MADE OF 20GA ASTN A653 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO STATk OF : ~ * T 0 T . L D . 5 0 .0 P S F S E Q N - 3 0 0 7 1 AI me En I ~ P EACH FACE OF TNUSS, AND UNLESS OTHERNISE LOCATED ON THIS DESIGN, DOS[TION CONNECTORS PER DRAMINGS 160 A~2. THE SEAL ON TN15 DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY AND USE OF THIS l '**/~M ~ ~JT'%~~~~ ••"~" ~~ D U R . F A C . 1 . 2 5 FROM AM B F33844 , P Haines Cty Fl nC. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I-7995 s6cnoN 2. SPA CING 24 .0 n 5X6 ~ 2.5X4 = 2.5X4 = 5X6. 1.5X36 (tltlbb(: - MANSUR RES. - B7) TOP CHORD 2x4 SP #2 :T2 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. IA RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 29.82 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING RECOMMENDED CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. 3X12(83) ~ 1''""° C.~A4i ~jx$;~ Z.5X4~ l.bX3 III 3X12 (B 3) ~27-0-14 1~0 1-4-0 -.:- ~ 13-0-0 1_ 13-6-0 i 13-0-0 I fE 39-6-0 Over 2 Supports R=2086 W=5.5" U=1270 R=2086 W=5.5" U=1270 PLT TYP. Al ine TPI-95 Desi n Criteria: TPI STD 18.2 4 FL - 1 - E - - Scale -.125" Ft. *NARNING** TRUSSES REOU IRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BR AC]NG. REFER TO NIB~91 (HANOL ING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE D ft T D ~ ER A. R / T C L L 2 0. 0 P S F R E F R 2 3 5-- 7 4 1 5 6 PERFORMING TMESE FUNCTION S~ UNLESS OTHERNISE INDIC ATED, TOP ICHOROFSH ALLFHAYEPPROPERLY AftTT ACNEO STRUCTURAL PANELS, BOTT ON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. } p ~4 "~1r1C ~ ~ ~Gr~P qj:.~i . TC DL 20. 0 PSF DATE 05/27/99 '*lMPOR TANT'* FURNISH A CUPY OF THIS DESIGN TO TILE INSTALLATION CONTRACTOR. AL PtNE ENGINEERED PR ODUCTS, tNC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIATIOM FROM THIS DESIGN; ANY FAILURE TO ~,' tt~~ Q 7`i d,Y ~/ t , BC DL 10. 0 PSF DRW HCUSR235 99146215 ALPINE BUILD THE TRUSSES IN CONFORMANCE NITM TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING Of TRUSSES, THIS DESIGN CONFORMS NITM APPL ICABLf PROY ISIONS Oi NDS (NATIONAL DESIGN SPECIE ICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ~1 ~ ~' ' ' BC LL 0. 0 PSF HC-E NG FLA/WPF ASSOCIATION) ANU 7PI. ALPINE CONNECTORS ARE MADE Uf 20GA ASTM A653 GR40 GALY. STEEL, EYCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 7RU55, AND UNLESS OTMERYISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ~( S,~TjATE OF ; ~i ,` TOT . L D . 5 0. 0 P S F S E Q N - 3 0 0 7 4 Alpine Engineered Products, I IIC. DR ANINGS 160 A-Z. THE SEAL ON THIS DR ANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONStBII ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY AND USE OF THIS CO 1i' •.' G ~(~'~ ~l)r-++~ ,C D U R . F A C . 1 . 2 5 F ROM A M B Haines City, F1. 33844 MPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIB[LIiY OF THE BUIIUING DESIGNER, PER AN 51/TPI 1 1995 SEC7I UN 2. CU SPA CING 2 4 .O " 5X8= 1.5X3111 T2 5X8= 7 C V A i (tltlbbl: - MANSUK RES. - B8) TOP CHORD 2x4 SP #2 :T1 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 (DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN. 80X OF WEB LENGTH. 5X7- 5X6= 3X12(63) 2.5X4 T1 5~ 1.5 X 3 III 5 5X6 5X8= 2.5X4 = 5X8 3X4= 2.5X4 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPN WIND, 30.23 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING RECOMMENDED CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X12(63) ~27-0-14 1-4-0 1-4 0 -...- ~- I_ 15-0-0 l a-lo-o 1 3-~-B 14-8-0 I 11-4-8 I R=2086 W=5.5" U=1280 39-6-0 Over 2 Supports R=2086 W=5.5" U=1280 PLT TYP. Al ine TPI-95 Desi n Criteria: TPI STD 18.2 4 FL - 1 - E - - Scale =.125" Ft. **NARN[NG** TRUSSES REOU[RE E%TREME CARE IN fABRICAi10N, HANDLING. SNIPPING, INSTALLING AND BRACING. flEFER TU NIB-91 (HANDLING INSTALLING ANU BRACING), PURL ISHEU BY TPI (Tfl USS PLATE INSTITUTE SB3 ' ~~ ~~ T C L L 2 0. 0 P S F R E F R 2 3 5-- 7 4 1 5 7 . D ON OFRIO OR., SUITE 200, MADISON, NI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING p.~ 1;F?}" /` ~GfP1 Cqj~~,. . V TC DL 20. 0 PSF DATE 05/27/99 . *IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CON Tfl AC10R. ALPINE ENGINEERED *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION fROM THIS DESIGN; ANY FAILURE TO ff~~ ~t''Ip T7dy LI ' 1 BC DL 10. 0 PSF DRW NCUSR235 99146216 A L P I N E BUILD THE TRUSSES IN CONfORMAXCE KITH TPI; ON FABRICATING, NANOLING, SHIPPING, INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATION AI OE SIGN SPECIFICATION PU ~ ( ~ r ~ ` ' ' p p C L L 0. 0 P S F H C - E N G F L A / W P F BLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, ANO UNLESS OTHERMISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER ~ STATE OF ~1*' I . : TOT . LD . 50. 0 PSF SEON - 30077 Alpine Engineered Products I no , DR ANINGS 160 A~Z. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPONSIBII [TY SOLELY FOR THE TRUSS COMPUNE NT OE SIGN SHONN. THE SUITABILITY AND USE OF THIS .~ QM~ , vR ~ ~+•" D U R . F A C . 1 . 2 5 FROM AM B , I18IDC5 C1[y,F1. 33844 . ANSI/TPITlf10995NSECTIONC2LAR NULL DING IS THE RESPONSIBILITY OF iME BUILDING DESIGNER. PER SPA CING 2 4 . D " 8856C - MANSUR RES. - 89 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN. 80X OF WEB LENGTH. 3X12(83) 5X9, 2.5X4 = 4X5= 3X7a 4X7= 5X6= 4X10= 2.5X4= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 30.65 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING RECOMMENDED CAMBER 5/8" AT MIDSPAN BETWEEN BEARINGS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X12(83) 1~0 1-4-0 ~-4- Lc 17-5-0 I 8-0-8 1 4-8-0 I 9-4-8 I 27-0-14 f~ 39-6-0 Over 2 Supports R=2086 W=5.5" U=1290 R=2086 W=5.5" U=1290 PLT TYP. Al ine TPI-95 Desi n Criteria: TPI STD 18.2 4 FL - 1 - E - - Scale -.125" Ft. *NARNING** TRUSSES REQUIRE E%TRENE CARE IN FABRICATION, HANDLING, SH[DPING, INSTALLING ANO R Of B R T D AC I BO F P U ~ ~f ~ T C L L 2 0. 0 P S F R E F R 2 3 5-- 7 4 1 5 8 PER FORMING THE SE UNC 10NS UNLE SS OTHERNISE INDNC ATEO TOP CHORU SHALI MAY E PROPERL Y ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CE II ING. ` i` ^` ~ R'+` ~G~,P Oq;:.~ • • , TC DL 20. 0 PSF DATE 05/27/99 *IMPOR TANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED `PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AMY DEVIATION FRUN THIS DESIGN; ANY FAILURE TO BU RD THE TRUS ~ + ff~~ TTdy ~ r ' ` BC DL 10. 0 PSF DRW HCUSR235 99146217 A L P I N E SES IN CONFORMANCE WITH TPI; OR fABR IC ATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NITN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PURL ISNED BY THE AMERICAN FOREST AND PAPER ASSOCIATION AND TPI ALPINE ) ~ ~ BC LL 0. 0 PSF HC-E N6 FLA/WPF ) . CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Uf TRUSS, AND UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF : ..l. ++ I~ ~J TOT . L D . 5 0. 0 P S F S E A N - 3 0 0 8 1 Alpine Engineered Products, I OC. OR ANINGS 160 A~Z. THE SEAL ON THIS OR ANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPONSIBR [TY SOLELY FOR THE TRUSS COMPONENT OE SIGN SHONN. THE SUITAB IL IiY AND USE OF THIS COMPONENT FOR ~ , + ~t ~• V'.r %('1~ sh [~St ~~+_ DUR .FAC. 1. 25 FROM AMB II8111CS City, FI. 33844 ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSI/TPI 1 1995 SECTION 2. ~ ! S PA CING 2 4 .0 " 1.5X3 0~ oo~o~ - MANJUK KtJ. - tl1U TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION CRITERIA IS !/360 LIVE AND !/240 TOTAL LOAD. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN. 80X OF WEB LENGTH. 5X6. 5X6= 3X8 IH15 UWG PRtPARtU hRUM CUMPUItR 1NPU1 (LUAUS 8 U1MtNS1UNJ) JUtlMl11tU tlT IKUJJ rlrn. 110 MPH WIND, 30.62 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING RECOMMENDED CAMBER 5/8" AT MIDSPAN BETWEEN BEARINGS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X12(83) = 2.5X4 = 3X12 = 4X10 = 2.5X4 = 3X12(83) _ 5X6= 1.5X3 1-4-0 1-4-0 -a- -x- 1-1-0 I_ 16-10-8 I_I_ 9-4-8 I_4-9-8_I_ 7-4-8 _I 39-6-0 Over 2 Support R=2086 W=5.5" U=1280 ~27-0-14 R=2086 W=5.5" U=1280 125" Ft. FL - 1 - E - - Scale - PLT TYP. Al i ne TPI-95 Desi n Criteria: TPI STD 18.2 4 . **NARN(NG** TRUSSES REQUIRE E%TREME CARE 1N FABRICATION, HANDLING, SHIPPING, INSTALLING AND PUBLISHED BY TPI (TRUSS PLATE BRACING REf ER TO HIB-91 (M ANDLING INSTALLING AND BRACING) T C L L 2 0. 0 P S F R E F R 2 3 5-- 7 4 1 5 9 , . INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719). FOR SAfE7Y PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERMISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ~.t~••~t~~' ~~/` ~, (GQY~ rq ~;.~/ T C D L 2 0. O P S F DATE 0 5 / 2 7 / 9 9 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAME A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT*' FURNI SN A COPY OF THIS OE SI GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED • [J ~•y ff~~ 5~•L "16Y L ~ ' BC DL lO. O PSF DRW IiC USR235 99146218 PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM IRIS DESIGN; ANY FAILURE TO ~ ; r , ~ ~ BU [LD THE TRUSSES IN CONFORMANCE NITH TPI: OR FABR !GATING, HANDLING. SHIPPING, INSTALLING AND 1 B C L L 0 0 P S F H C- E N G F L A/ W P F THIS DESIGN CONF00.MS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN BRACING OF TRUSSES ~ . A L P I N E . SPECIFICATION PUBLISHED BY THE AMERICAN fORESi AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 70 STATE OF ; %~ ~ T 0 T . L D . 5 0. 0 P S F S E Q N - 3 0 0 8 5 EACH FACE OF TRUSS, AND UNLESS OTMERMISE LOCATED ON TN15 DESIGN, POSITION CONNECTORS PER DRANINGS 160 A~2. THE SEAL ON THIS ORANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING THE SULTAB IL [TY AND USE OF THIS RESPONSIBILITY SOLELY FUR THE TRUSS COMPONENT DESIGN SHONX l '.~14 ty.~]~, `lA1 ~ D U R . F A C . 1 . 2 5 F ROM AM B Alpine Engineered Produ 11aLne6 CIty,FI. 338 cts. InC. 44 . COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSI61LI7Y OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. ~ S PACING 2 4 .0 " (~~~~.. I•IIAI\JUR Icc~. - nlilcr~Tll TOP CHORD 2x4 SP #2 :T1 2x4 SP #1 Dense: :T3 2x4 SP #2 Dense: BOT CHORD 2x8 SP #2 :B2 2x8 SP #1 Dense: WEBS 2x4 SP #3 ;W6 2x4 SP #2: 110 MPH WIND, 30.55 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT fROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING (RECOMMENDED CAMBER 7/8" AT MIDSPAN BETWEEN BEARINGS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1.5X3 III 5X6= 5X6. 5 1 5X5(A1) I-a-o -Q- 2.5X4 = 3X9= 6X6= -6-D 11-10- (HIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required ~ NAILING SCHEDULE: (0.120x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR,FAC.=1.25) TC - From 80 PLF at -1.45 to 80 PLF at 40.95 BC - From 20 PLF at 0.00 to 20 PLF at 39.50 TC - 241 LB Conc. Load at 30.44 TC - 241 LB Conc. Load at 32.44 BC - 2640 LB Conc. Load at 29.90 BC - 78 LB Conc. Load at 30.44 BC - 433 LB Conc. Load at 32.21 BC - 78 LB Conc. Load at 32.44 4X10 ~ 1.5X3 III 5T3 12X14= 8X12= 5X9= B2 5X9= 2.5X4 9-6-0 4X6(A3) ~~ 4X6(A3) ~~TI~ ~27-0-14 1.5X3 I-4-0 -Q- -8-0_I_ 7-0-0 !F 39-6-0 Over 2 Supports R=2922 W=5.5" U=1780 R=4958 W=5.5" U=2960 PLT TYP. Al ine TPI-95 Desi n Criteria: TPI STD 18.2c4 FL - 1 - E - - Scale -.125" Ft. '•NARN[NG`* TRUSSES REQUIRE E%TREME CARE [N FABRICATION, HANDLING, SHIPPING, INSTAILING AND BRACING. REFER TO HIB~91 (HANDLING INSTALLING AND BRACING), PURL ISNED BY TPl (TRUSS PLATE ~ T C L L 2 0.0 P S F R E F R 2 3 5-- 7 4 1 6 0 INSTITUTE, 583 O'ON OFRIO DR., SUITE 200, MADISON, NI 53719), fOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTNE0.NISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACNED ~j ~~ 1~~ ~~/i'` ~. {G~ .4j;.~/ T C D L 2 0.0 P S F DATE 0 5 / 2 7 / 9 9 STRUCTURAL PANELS, BOTTOM CN ORD SHALL HAVE A PROPERLY ATTACHED RIGIU CEILING. "IMPOR TANT `` FURNISH A COPY Oi THIS OE SI GN TO THE INSTALL ATIOM CONTRACTOR. ALPINE ENGINEERED PRODUCTS INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROH THIS DESIGN; ANT FAILURE TO • C/ ~.y (~ ,~NL,q~ '~1aY <' , BC DL 10.0 PSF DRW HCU SR235 99146219 A L P I N E . . BUILD THE TRUSSES IN CONFORMANCE NITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NITN ADPLICABLE PROVISIONS OF NOS (M ATLON AL DESIGN ~ 1 f r ~ • ~ r B C L L 0.0 P S F H C- E N G F L A/ W P F SPECIFICATION PUBLISHED RY THE AMERICAN FOREST ANO PAPER ASSULIATIONj AND TPI. AI PINE CONNECTORS ARE MADE OF 20GA ASTM A653 G0.40 GALV. STEEL, E%CEPT AS NO1ED. APPLY CONNECTORS TO STATE OF ~ ~'• % TOT . L D . 5 0.0 P S F SEAN - 3 0 1 2 0 Al i d P EACH FACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON iNIS DESIGN, POSITION CONNECTORS PER DRANINGS 160 A~2. 7NE SEAL ON THIS DRANING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING AESP ONS[BILI TY SOLELY FOR TILE TRUSS COMPONENT DESIGN SNUNN. THE SUITABILITY AND USE OF THIS ."V~MjI( . , Vf1 V" ~ ~ +" D U R . F A C . 1 .2 5 F ROM A M B p ne Engineere roducts, I HBtIle3 ('ItY, FI. 33844 nc. COMPONENT FOR ANY PAR i1CUt AR BUILDING IS THE RE SPONSIBILIiY OF THE BUILDING OESLGNER, PER ANSI(TPI 1-1995 SECTION 2. SPA CING 24.0 " oooo(. - MANJUK KtJ. - C1L TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 'DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. .MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H = RECOMMENDED CONNECTION BASED ON MANUFACTURERS CAPACITIES. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTION THAN INDICATED. CONNECTION REQUIRES APPROVAL OF BUILDING DESIGNER. LOADS MUST BE EVENLY DISTRIBUTED OVER ALL PLYS IF APPLICABLE. 4X5 (R) 111 4X6= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 30.23 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN. 80% OF WEB LENGTH. i X 3 III I 2-5-1 27-0-14 3X7 I-a-o -~ I_ 15-0-0 I_ 4-10-0 _I 10-0-0 ,1 9-10-0 Over 2 Support R=162 1 W=5.5" U=990 R=1473 W=3" U=860 H=Alpin e AHU26 w/ (8)lOdxl-1/2_NAILS in Tru ss w/ (16)16d_COMMON_NAI LS in G irder Girder is (1)2X6 min. SP PLT TYP. Al ine TPI -95 Desi n Criteria: TPI STD 18.2 4 F L - 1 - E - - Scale -.1875" Ft. *'NARNING*` TRUSSES REQUIRE EY TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND PURL ISHEU BY TPI (TRUSS PLATE BRACING REFER TO HIB~91 (HANDLING INSTALLING ANU BR AC1NGj ~• p fl ~ ~ T C L L 2 0.0 P S F R E F R 2 3 5-- 7 4 1 6 1 . , INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, NADISUN, NI 53719), fOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED C ? ~.y~A•'1`;~J '• . ~/` ~. (G~` .~~ ~/ T C D L 2 0.O P S F DATE 0 5 / 2 7 / 9 9 STRULTUq AI PANELS, BOTTOM CHORD SHAH HAVE A PROPERLY AT~I ACHED RI GIU CEII ING. ~ • G "IMPUR iANT" FURNI SM A COPY OF TH15 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED O f,ay T1 BC DL lO.O PSF DRW HCUSR235 99146227 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEV IAT[ON FR ON THIS DESIGN; ANY FAILURE T G AND I I ~y~~~ ~ I r ~` A L P I N E NSTALL N BUILD THE TRUSSES [N CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SNIPPING, TN IS DESIGN CONFORMS NITN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BRACING OF TRUSSES ~ ~' B C L L 0.0 P S F H C- E N 6 F L A/ W P F . SPECIFICATION PUOL (SHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAOE OF 20GA ASTM A653 GR40 GALY. STEEL. EYCEPT AS NOTED. APPLY CONNECTORS i0 STATE OF ; - %~ ~ T 0 T . L D . 5 0.0 P S F S E 0 N - 3 0 0 8 8 EACH FACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON THlS UESIGX, POST TIUN CONNECTORS PER DR ANINGS 160 A-Z. THE SEAL ON THIS ORANING INOICA7ES AC CEPTAXCE OF PROFESSIONAL ENGINEERING THE SUITABILITY AND USE OF TM IS RESPONSIBLE IIY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN •.~ R~~, ,• ~ D U R . F A C . 1 .2 5 F ROM A M B Alpine Engineered Products, InC. . E ~U " HameS C1ty,FL 33844 R COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OE SIGNER, P S PA CING 2 4.0 ANSI/TPI 1-1995 SECTION 2. 3X8(A1) 1.5X3111 ``"`'- 2.5X4= 3X5= (8B56C - MANSUR RES. - C13) THiC nWf. PRrDAOrfY COnM PnMDUT[D TaouT n nAnc o nrurucrnuc• cuourrTrn ov rnucc urn TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. H = RECOMMENDED CONNECTION BASED ON MANUFACTURERS CAPACITIES. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTION THAN INDICATED. CONNECTION REQUIRES APPROVAL OF BUILDING DESIGNER. LOADS MUST BE EVENLY DISTRIBUTED OVER ALL PLYS IF APPLICABLE. 4X7 110 MPH WIND, 29.82 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2.5X4 = 4X6= 5 X 3 III I 2-5-1 27-0-14 3X4= 1-4-0 --ry L< 13-0-0 i 8-10-0 I 8-0-0 I ~'~ 29-10-0 Over 2 Supports R=1621 W=5.5" U=990 ~ R=1473 W=3" U=860 H=Alpine AHU26 w/ (8)lOdxl-1/2_NAILS in Truss w/ (16)16d_COMMON_NAILS in Girder Girder is (1)2X6 min. SP PLT TYP Al ine TPI-95 5" Ft . Desi n Criter a: TPI STD 18.2 4 F L - 1 - E - - Sca . le =.187 **NARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANO BRACING. REFER TO HIB~91 (HANDLING INSTALLING AND BRACING), PUbLISNED BY TPI (TRUSS PLATE '~ ~R P ,~ T C L L 2 0. 0 P S F R E F R 2 3 5-- 7 4 1 6 2 PERFORMING THE SEDFUNC TR[ONSORUN ESSTO E D „ I f f P R C ,i } . `~! ~T1-'J(~ • `" TC DL 20 0 PSF DATE 27/99 05 L TH RNISE IND GATED. TOP CHOR D SH AL I HAVE PROPE RLY A KED TA STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. S + _•G~r~ ~F`•~ ~, . / '`IMPORTANT" fURN1SN A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR OOUCTS, INC. SHALL NOT BE RESPONSIBLE fOR ANY DEVIATION fROM THIS DESIGN; ANY FAILURE TO (t~~ ,`~I,y, • TTdY L/ , p BC DL 10. 0 PSF DRW HCUSR235 99146226 BUILD THE TRUSSES IN CUNfORMANCE NITM TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND ~ ( ~ r ~ • W P F A L P I N E BRACING OF iRU SSE S. THIS DES[GN CONFORMS NITN APPL [CABLE PROVISIONS OF NDS (NATION AL DESIGN B C L L D . D P S F H C -E KG F L A / SPECIFICATI UN PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANU TPI. ALPINE CON NECTO0.5 ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS 10 STATE: OF ~ TOT . L D . 5 0. 0 P S F SEAN - 3 0 0 9 3 Alpine Engineered PrOdE1CES I IIC EACH FACE OF TRUSS. AXO UNLESS OTNERNI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRANINGS 160 A-Z. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PROfESSIUNAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SMONN. THE SUITABILITY AND u5E OF THIS 1••••Vq~la.,.~ ~+r~ ~ p~ *~ D U R . F A C . 1 . 2 5 F R 0 M AM B , 118lIleS OILY, FI. 33844 . ANSI(TPIT1FO~y5NSECTI0NC2L AR BUILDING IS THE RE SPONSIBfL ITV OF THE BUILDING DESIGNER, PER •%ClJ SPA CING 24 .0 " 3X8(A1) 1.5X3111 3X7= 2.5X4= 2.5X4= 3X5= loo~ot. - MArvaUK KtJ. - C14) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 110 MPH WIND, 29.40 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H = RECOMM ENDED CONNECTION BASED ON MANUFACTURERS CAPACITIES. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTION THAN INDICATED. CONNECTION REQUIRES APPROVAL OF BUILDING DESIGNER. LOADS MUST BE EVENLY DISTRIBUTED OVER ALL PLYS IF APPLICABLE. 4X7= 1.5X3111 4X7= ~~ I 2-5-1 ~27-0-14 1-4-0 -.ry L< 11-0-0 _I_ 12-10-0 _i _ 6-0-0 J (F 29-10-0 Over 2 Supports ~ R=162 1 W=5.5" U=990 R=1473 W=3" U=860 H=Alpine A HU 26 w/ (8)lOdxl-1/2_ NAILS in Truss w/ (16)16d_COMMON_NAILS 1n Gird er Girder is (1)2X6 min. SP PLT TYP. Al ine TPI -95 Desi n Criteria: TPI STD 18.2 4 FL - 1 - E - - Scal e °.1875" Ft. **NARNING'* TRUSSES REOU[RE E%TREME CARE [N FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0 0 P S F R E F R 2 3 5-- 7 4 1 6 3 BRACING. REFER TO HIB~91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ~ . INSTITUTE, 5B3 D'ON OFRIO DR., SURE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO P~: {~~ C~7'` 2 7 0 5 9 9 PERFORMING THESE FUNCTIONS, UNLESS OTHERMISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ~, (G~ .9~~~/ T C D L 2 0. 0 P S F DATE / / STRUCTUfl AL PANELS, BOTTOM CHORD SN ALL NAVE APR OPERIY ATTAC MED RiG10 CEII IXG. `*IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INST ALI ATION CONTRACTOR. ALPINE ENGINtE RED PRODUCTS SHALL NOT BE RESPONSIBLE fOR ANT DEVIATION Ffl OM THIS DESIGN ANY FAILURE To INC ~ Q Su~^y ~ ;E'idY L~ , BC DL 10, 0 PSF DRW HCUSR235 9914 6223 , . ; ~ ~ , i ~~ A L P I N E BUILD 7ME TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS NITM APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN % `~ ~ B C L L O. O P S F H C- E N 6 F L A/ W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSUCIATIOX) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO STATE OF ; ' % ~ T 0 T . L D . 5 0. 0 P S F S E Q N - 3 0 0 9 6 EACH FACE OF TRUSS, AND UNLESS OTNERNI SE LOCATED ON THIS OE S[GN, POSITION CONNECTORS PER DRANINGS 160 A~Z. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ~. , ~ .,I~M(~ Vf1 ~ F A C D U R 2 5 1 F ROM AM B R6sroxsle u1Tr SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN THE SUITABILITY AND USE DF THIS J~- . . . Alpine Engineered Products, Inc. . PER CO PONENT FOR R i C R B I DI T E RE E IGNER U Haines City, FI. 33$44 M ANY PA I UL A U L NG IS H SPONSIBILITY OF THE BUILDING D S , SPACING 24 .0 " ANSI/TPI 1-1995 SECTION z. 3X8(A1) 2.5X4= '"`~- 3X8= 3X7= 2X4111 oaoot, - MAKJUK KtJ. - Glb TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 (DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 28.98 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. IA RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. „ ~ _, 1 .5X3 III 2.5X4 = 4X8 ~"" 5X8 ~ 3.54 1.5X3 III 4X7= 2-7-9 ~27-0-14 1-4-0 , 1-9-7 I 9-0-0 I 16-1-8 1 2-5-1 I J 29-4-0 Over 2 Support R=1597 W=5.5" U=970 R=1448 W=7.178" U=840 25" Ft - 1 - E - - Scale = PLT TYP. Al ine TPI-95 Design Criteria: TPI STD 18.2 4 F L . . '*MARNING" TRUSSES REQUIRE E%TREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HAND( LNG INST AILING AND BN ACI NG), PUBLISHED NY TPI (TNUSS PLATE rG %h~ r ~ ~ T C L L 2 O. O P S F R E f R 2 3 5-- 7 4 1 6 4 INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, NAOI SON, NI 53719), FOR SAFETY PRACTICES PRIOR TO ~ ^' ~ ~ ti ft~)C ~~ DATE 2 7 9 9 0 5 PERFORMING THESE FUNCTIONS. UNLESS OTMERNISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ~• q ~•~P T C D L 2 0. 0 P S F / / STRUCTURAL PANELS, BO TT ON CHORD SMALL HAVE A PROPERLY ATT ACHEU RIGID CEILING. • Q ~. "IMPORTANT"` FURNISH A COPY OF THIS OE SIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ANY FAILURE TO PRODUCTS SHALL NOT BE RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN INC [~ ,}~1y.~• FIeY L BC DL 10. 0 PSF DRW HCUS R235 99146225 ; , . ~ ' I ~ ~ ~ BUILD THE TRUSSES IN CONFORMANCE NITN iPl: OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND 1 ' ~ B C L L 0 0 P S F H C- E N G F L A/ W P F A L P I N E BRACING OF TRUSSES. THIS DESIGN CUNf ORNS NITN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN A liA . SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 7P1. AI DINE CONNECTORS ARE MADE OF 20GA ASTN A653 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO STATE Q~F % %~' ~ • TOT . L D . 5 0. O P S F S EON - 3 0 1 0 0 EACH FACE OF TRUSS, AND UNLESS OTNERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRANINGS 160 A-Z. THE SE AI ON THIS DRAMING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING THE SUI TAO IL ITV AND USE OF THIS RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SH DNN f '.~I~~'~. , l ~ •" D U R . F A C . 1 . 2 5 F ROM A M B Alpine Engineered Products, I Flames Cit', Fl. 33844 y ttC. . COMPONENT FOR ANY PARTICULAR Bu1LDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 1955 SECTION 2. ~ S PA CING 2 4 .0 " Ctl9Dl,-MANSUR RES. - C16(4PL Y)) TOP CHORD 2x4 SP #2 BOT CHORD 2x8 SP #2 :82 2x8 SP #1 Dense: WEBS 2x4 SP #3 :W3, W8 2x4 SP #Z: :W4 2x12 SP #2 N: :W5 2x8 SP #2: SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC - From 80 PLF at -1.45 to 80 PLF at 27.33 BC - From 20 PLF at 0.00 to 20 PLF at 27.33 BC - 7291 LB Conc. Load at 16.71 110 MPH WIND, 29.61 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ** THE MAXIMUM CONCENTRATED LOAD IS 7291.00# ** ,NOTE: CONCENTRATED LOAD IS TO BE DISTRIBUTED EVENLY THROUGHOUT ALL PLYS. 6X12= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 4 Complete Trusses Required NAILING SCHEDULE: (12d_box_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 5" o.c. WEBS 1 ROW @ 4" o.c. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. IN ADDITION APPLY (1) 1/2" BOLT AT EACH JOINT LOCATION ON THE BOTTOM CHORD ONLY. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. X5~ 54 2-10-3 ~27-0-14 ~ 12-0-0 1 5-0-0 1 8-11-7 I1 4 91 27-4-0 Over 2 Support R=4362 U=2560 W=5.5" R=5773 U=3390 W=7.778" PLT TYP Al ine Hi h St th TPI-95 " . , ren Desi n Criteria: TPI STD 18.2 F L - 1 - E - - Sca Ft. le -.25 '`HARMING'' TRUSSES REQUIRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL ING AND cQ T C L L 2 O O P S F R E F R 2 3 5-- 7 4 1 6 5 BRACING. REFER TO MIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE D p ~.. ~ `~ , . PERFORMING THE SE FUNC T[ONSORUNLESSTOTNERYISEOINDICATED TOPICHOROF BALIFH YEPPR OPERIY ARTT ACHED y w, ~~•t~~,C ~ .v ~ P TC DL 20 0 PSF DATE 05/26/99 , STRUCTUR AI PANELS, BOTTOM CHORD SHALL HAVE A DROPERLY ATTACHED RIGID CEILING. G~ qj~~. . `IMPORTANT*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED `PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEYIATION FROM THIS DESIGN; AHY FAILURE TO t-ay ' Tl , BC DL lO. O PSF DRW HCUSR235 99146228 BU LLO THE TRUSSES IN CONFORMANCE PITH TPI; OR FABRICATING HANDLING SNIPPING INST AILING AND ~ ~~~ ~ 1 1 ~ • A L P I N E , . , BRACING OF TRUSSES. THIS DESIGN CONFORMS YITN APPLICABLE PR UYISIONS OF NOS (NATIONAL DESIGN ~ ~ B C L L O. O P S F H C - E N G M C L / W P F SPECIFICATION PUBLISHED UY THE AMERICAN FOREST ANO PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ST 3 STATk OF ; 3 0 0 0 A M A65 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO ~ ~ ' TOT . L D . 5 0. 0 P S F S E Q N - 1 2 Alpine Engineered Produ ces InC EACH FACE OF TRUSS, ANO UNLESS OTNERY[SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DR AYINGS 160 A-2. THE SEAL ON THIS OR APING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOMN. THE SU[TABIL ITY AND USE OF THIS l ^.~Yq~1~.,: ~, ~ p~-~~ ,+ D U R . F A C . 1 . 2 5 FROM A M B Haines City, FL 338 , . 44 ANSI/TPNTIF0555NSECTIONC2LAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PEA '~C{.J SPA CING 2 4 . O " 3X7 (Al) _ ~~'- `''"`' - HS1028 = 4A1L - 3X7 (R) III ,x]291# 2X4111 1L a-ol W ** tltlbbl. - MAflJUK KtS. - C1/ TOP CHORD 2x4 SP #2 BOT CHORD 2x6 SP #1 Dense WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1.5X3 III 5Xt3% 5(- 3-3-1 3X8{A1) __ 27-0-14 4X10 III 4X7= --7-0-0 Over 2 Supports R=2880 W=5.5" U=1550 R=2640 W=3" U=1660 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 28.87 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN .ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING THIS GIRDER DESIGNED TO CARRY 29-10-00 TRUSSES FRAMING TO BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER SIDE. PROVIDE CONNECTION FOR GRAVITY AND UPLIFT REACTIONS SHOWN. PLT TYP. Al ine TPI-95 Desi n Criteria: TPI STD 18.2 4 FL - 1 - E - - Scale -.315" Ft. `"NARNING•' TRUSSES REQUIRE EI TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB~91 (HANDLING 1N STALL LNG AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ~" CGG ~ ~ Y ~ T C L L 2 0. 0 P S F R E F R 2 3 5-- 7 4 1 6 6 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERN[SE iN0[CATED, TOP CHORD SMALL NAVE PROPERLY ATTACHED :j~~iL ,,. I il. ~•~ ~.~P1 ! 'q~i.•~J~. TC DL 20. 0 PSF DATE 05/ 27/99 STRUCTURAL PANELS, BOTTOM CHORD SH All HAVE A PROPERLY ATTACHED RIGID CEILING. "*IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INST ALI ATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ' G ~'r ' f~ .~~~I,y~ 'I"IaY C' ' BC DL lO. O PSF DRW HCUSR235 99146224 A L P I N E BUILD THE TRUSSES IN CONfORMANCE NITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ~ 1 ~ r ~ ' B C L L 0. 0 P S F H C- E N G F L A/ W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A853 GR/O GAIY. STEEL, EYCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TR S~TjATE OF ;' %~ ~,` T 0 T . L D . 5 0. 0 P S F S E Q N - 3 0 1 0 4 Al i i USS, AND UNLESS OTHERN[SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRANINGS 160 A-Z. THE SE AI ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY AND USE Of THIS •~" (t~~, p~' ~ D U R . F A C . 1 . 2 5 FROM AMB p ne Eng neered Products,I IjH171CS CI FI. 33844 ty. IIC. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 1995 SECTION 2. •~CU SPA CING 2 4 .0 Ol. -1`TANJUK KtJ. U1 'TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 (DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 29.61 FT MEAN MGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 24.00" OC 4X4= 3-3-1 ~27-0-14 ~I-a-off 12-0-0 17-0-0 Over 2 Supports 5-0-0 R=983 U=610 W=5.5" R=829 U=510 H=Alpine AHU26 w/ (8)lOdxl-1/2_NAILS in Truss w/ (16)lOdxl-1/2_NAILS 1n Girder Girder is (1)2X6 min. So.P1ne PLT TYP. Al ine TPI-95 Design Criteria: TPI STD 18.2 8 FL - 1 - E - - Scale =.375" Ft. **NARN[NG** TRUSSES REOU IRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 O O P S F R E F 8 2 3 5-- 7 4 1 6 7 BRACING. REFER TO Hld-91 (HANDLING INSTALLING AND BRACING), PURL ISHEO BY TPI (TRUSS PLATE ~~ ~ ~ . 1N571TUTE, SB3 D'ONOFfl IO DR., SUITE 200, MADISON, MI 53719), FOR SAFETY PRACTICES PRIUR TO ~ ~ ~ P"f~~~C ~~ C 0 P S F 2 6 9 9 DATE 0 5 PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS BOTTOM CHORD SN P R y~G .gj~~ T D L 2 O. / / , ALL HAVE A PRO E LY ATTACHED RIGID CEILING. **[NPORTANT*` iURNISM A COPY OF THIS DESIGN TO THE INST pLL ATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, [MC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 4-Iq^ ~'1BY L~ , BC DL lO.O PSF DRW HCUSR235 99146229 BUILD THE TRUSSES IN CONFO0.NANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ~1 f r ~' ~ O PSF BC LL O HC-ENG MCL/WPF A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE SIGX . SPE CIFICATiON PUBLISHED OY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEi., E%CEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERNiSE LOCATED ON THIS DESIGN PUS( TION CONNECTORS PER STATE OF ~'• I ~ •~ TOT . L D . 5 0.0 P S F S E A N - 1 2 2 7 7 1 , , OR ANINGS 160 A-Z. THE SE AI ON THIS DR ANING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINtERING .* ~M~( . , ~ " ~`~ ~ D U R F A C 2 5 1 F R 0 M AM B Al i E i d P I d THIS I Y O L E O O T Q I E ~ ! ~ . . . p ne ng neere ro IIC. ucts, Iiai~~ciry,l;t, sss44 COMP ONENT FOR AN Y PART[C UL AR BU LLDING [S THE RE SPONSIB IL [ TY OF THE BU[L OBNG OESI GNER ~ PER v' ~~c•v " SPACING 24 0 AN5[/TPI 1-1995 stcTloN z. . CiO~OI. -1'INnJU1t 1(C J. - U1`!) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W13 2x4 SP #2: :W19 2x6 SP #2: THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. 110 MPH WIND, 30.61 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 4X4= W19 2-4-8 29-0-14 X 3 III ~28-0-14 ~1-4-0~ Lr 12-0-0 _I_ 4-8-8 _I fE 16-8-8 Over 2 Supports R=937 U=620 W=5.5" R=845 U=520 H =Alpine AHU26 w/ (6)lOdxl-1 /2_NAILS in Truss w/ (16)lOdxl- 1/2_NAILS 1n Girder Note: All Plates Are 1.5X3 Except As Shown. Girder is (1) 2X6 min. So.Pine PLT TYP. Al ine TPI-95 Desi n Criteria: TPI STD 18.2 8 FL 3 1 - E - - Scale =.375" Ft. *"HARMING`. TRUSSES REQUIRE ESTRENE CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 D D P S F R E F R 2 3 5-- 7 4 1 6 8 BR AC3NG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ~` ~ . ' INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, NI 53719), FOR SAfE TY PRACTICES PRIOR TO PERF ORrIMG THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CNO0.D SHALL HAVE PROPERLY ATTAL'NED STRUCT R P '.~';~ C., ~A. Rr.~ ~,!(~~ .+, ~%,;,YY~}j~ TC DL 20.0 PSF DATE 05/26/99 U AL ANELS, BOTTOM CH URO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED .PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION F0.0M THIS DESIGN; AMY FAILURE TO + ~J ~,y 1~ '1"IaY ' BC DL 10,0 PSF DRW HC USR235 99146230 BUILD THE TRUSSES [N CONFORMANCE NITM TPI; OR FABRICATING INSTALLING AND HANDLING SHIPPING ~I r ~+ A L P I N E , , , BRACING Of TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ~ v 8C LL 0.0 PSF HC-ENG MCL/WPF SPECIFICATION PUBIISHED BY THE AMERICAN FOREST ANU PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO EACH fACE OF TRUSS AND UNLESS OTNERNISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER ~~rV ~~\'nV SYQTATE QF ; ~ ^ TOT.LD. 50.0 PSF SEAN - 122984 , , DR ANINGS 160 A~Z THE SEAL ON THIS DR AN iNG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Y' .+ `~{1~+ ~ Al i E i d P d I . RESPONSIBILITY SOLELY fOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY AND USE OF THIS brv~~ D U R . F A C . 1 .2 5 F ROM R C T p ne ng neere ro ucts, na. 1IH111C3 CIty, FI. 33844 R T „CZLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER RS ATP T F0 N ~~CI/ SPACING 0 " 2 4 O A I 1995 SECT 1 . 1cAO~o%.-rlhnaurt rt~a. - u[u) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W6 2x6 SP #2: THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 30.61 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 4X4= 2-4-8 29-0-14 X 3 III ~}28-0-14 ~1-4-0~ 12-0-0 16-8-8 Over 2 Support 4-8- R =937 U=620 W=5.5" R= 845 U=520 H=Alpine AHU26 w/ (6 ).lOdxl- 1/2_N AILS in Truss w/ (16)lOdxl -1/2_ NAILS in Girder Gi rder is (1 )2X6 min. So. Pine PLT TYP. Al ine TPI -95 Desi n Criteria: TPI STD 18.2 8 FL 3 1 - E - - Scale =.375" Ft. **NARN[NG*' TRUSSES REQUIRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0 0 P S F R E F R 2 3 5-- 7 4 1 6 9 gNAN ND BR AC PUf B RE O S U A A T ~ . N ONOFRIO D NSTITUTE , 583 D 53719), SUITE 200T NADISON OR SAFE Y PR ACTICE S PRIOR TO ~.~ ? ~ C~~I`/ 26 99 05 PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SMALL NAVE PROPERLY ATTACHED •~G(G~ +~~~~r TC DL 20 .0 PSF DATE / / STRUCTUR AI PANEL S, B0T70N CHORD SMALL HAVE APR OPERLT AT TAC HEU RIGID CEILING. "*IMPORTANT" FURNI SN A COPY Of THIS DESIGN TO THE INSTALL ATION CONTRACTOR. ALPINE ENGINEERED ~ ~ BC DL 10 0 PSF DRW HCU SR235 99146246 PRODUCTS INC. SHALL MOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TD ~ Fiat ' , , BUILD THE TRUSSES IN CONFORMANCE NITH TPI INSTALLING AND OR FABRICATING HANDLING SHIPPING ~ ~ . ~ % A L P I N E , , , ; BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN ~ ~ B C L L 0 .0 P S F H C- E N G M C L/ W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTN A653 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO C C [Y~ STATE `O.F./ /'V~' ~Y ' TOT.LD. 50 .0 PSF SEON - 122987 EA H FA E OF TRUSS, AXD UNI ESS OTHERNISE LOCATED ON THIS OE SIGN, POSITION CONNECTORS PER DR ANINGS 160 A~2. THE SEAL UN THIS DR ANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING / **/~*~p1fT ,•~(/ vf~ V' ~ + F A C D U R 1 2 5 FROM R C T RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY AND USE OF THIS ~ . . . Alpine Engineered Products, Inc. HNmes CEty, Fl. 33844 COMPONENT FOR ANY PARTICULAR HUILD[NG IS THE RESPONSIBILITY OF THE HULLOING DESIGNER. PER U S PACING 2 4 0 " ANSI/TPI 1-1995 SECTION 2. . ($856C-MANSUR RES. - E21 Monol TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 1.5 X 4 III 51- 3-0-5 28-0-14 2X4 (A ) i ~vz m ~1-4-0~+ -6-5-8 Over 2 Supports-~ R=467 U=300 W=3.5" R=290 U=240 W=5.5" ...-- -.._ ..._....._ .. ....... ..........~,. .,.,.,, rte.,,.,... .. ,.,,,~,.,,,~,.oA .,.,o,-,,,,~u or rnuaa nrM. 110 MPH WIND, 29.45 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. PLT TYP Al ine TPI-95 " . Desi n Criteria: TPI STD 18.2 8 F L 3 1 - E - - Scal e =.375 Ft. '*NARNING*` TRUSSES REQUIRE E%TRENE CARE IN FA00.1CATION, HANDLING, SHIPPING, INSTALLING AND BRACING TC LL 20 0 PSF . REfER TO MIB-51 (HANDLING INSreu1XG AXD eRAwNG~, PuuusHED BY TPI (TRUSS PuTE D R T ~ER P~ f . REF 8235--74170 PER ORXING THESE FUNCTfONSD UNLESS OTHEORNISEU[NDICAMED TOPICHOR DF9HALLFHAVEPPR OPERLY ATTACHED s ,tp A, `_~~~1~JC ~ 1~ P TC DL 20 0 PSF DATE 05 26 99 , STRUCTURAL PANELS. BOTTOM CHORD SHALL MAYE A PROPERLY ATTACHED RIGID CEILING. Gr~ qj~~. • . / / 'IMPORTANT" iURNISH A COPY OF THIS DESIGN TO THE INS[AlLAT10N CONTflACTOR. ALPINE ENGINfEREp `PR UDUCTS, INC. SMALL NUI BE RE SPONSIBIE FOR ANY OEVIATIUN FN UM THIS UE SIGN; ANY FAILURE TO 1 (,ay ,5 T'I ' p DC DL 10. 0 PSF DRW HCUSR235 99146231 BUILD THE TRUSSES IN CONFO0.MANCE NIiH TPI; OR FABRICATING HANDLING SHIPPING INST G D ~~~ ~ r ~ + A L P I N E , , , ALLIN AN BRACING OF TRUSSES. THIS DESIGN CONFORMS NITN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ` I ~ ' 8 C L L D. D P S F H C- E N G M C L/ W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TU .STiAT~E nF ~' TOT . LD. 50. 0 PSF SEAN - 122944 Alpine Engineered Products, I nC. EACH FACE OF TRUSS, AXD UNLESS OTHERNISE LOCATED ON THtS DESIGN, POSITION CONNECTORS PER OR ANINGS 160 A-Z. THE SEAL ON THIS OR ANING INDICATES ACCEPTANCE OF PR OF ESSIOXAI ENGINEERING RE SPONSIB [L ITY SOLELY FOR THE TRUSS CONP UNENT DESIGN SHONN. THE SUITABILITY AND USE OF THIS '.,I~ry ~. ,: ~T• t~V('.X~ ~O, t ~ ~~~"" D U R . F A C . 1 . 2 5 FROM R C T H8111CS clly,Fl. 33844 ANSI/TPITIF0995NSECTIONCZLAR BUILDING IS THE RESPONSIBIIIiY OF THE BUILDING DESIGNER, PEA C U S P A C I N G 2 4 . D " IgO~OI, -1`IA PiJUK KtJ. - GLL) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense :T2 2x4 SP #2: 110 MPH WIND 29.45 FT MEAN HGT SBC BOT CHORD 2x4 SP #2 , , , WEBS 2x4 SP #3 ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF RIG ID SHEATHING USE PURLINS TO BRACE ALL FLAT TC CALCULATED HORIZONTAL DEFLECTION IS 0.19" " @ 24.00" O C. DUE TO LIVE LOAD AND 0.16 DUE TO DEAD LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 4X7= 1.5X3 III 4X7= ~28-0-14 1-4-0 I1-4-01 ~~ 5-3-2 8 I I 11-1-0 _I 6-5-8 13-5-13 T 5-3-2 24-0-0 Over 2 Supports R=1311 U=830 W=5.5" R=1311 U=830 W=5.5" PLT TYP. Al ine TPI-95 Desi n Criteria: TPI STD 18.2 FL 3 1 - E - - Scale a.25" Ft. `NARNING" TRUSSES REQUIRE ES TREME CARE IN FABRICATION, NANOLING, SNIPPING, INSTALL [NG AND BRACING. REFER TO NIB-51 (H ANDIING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE D R T D y"(fcR P,R / TC LL 20. 0 PSF REF 8235-- 74172 PERFORMING THESE FUNCTIONS UNLESS OTHERNISE IND[CATED, TOPIC NORDFSN ALI FIIAYEPPR OPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SH All HAVE A PROPERLY ATTACHED flIGIU CEILING. f'4 "T1~~~" ~ ~?G~P qa,:+~. . TC DL 20. 0 PSF DATE 05/ 26/99 `IMPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALlAT10N CONTRACTOR. ALPINE ENGINEERED "PRODUCTS, INC. SHALL NOT BE RESPONSIBLE fOR ANY DEV fAiION IRON THIS DESIGN; ANY FAILURE TO fi,+ tt.. ~~~1,y, Tidy L/ ~ , BC DL 10. 0 PSF DRW _ NCUSR235 99146232 ALPINE BUILD THE TRUSSES IN CONF ORNANCE N[TH TPI; OR FABRICATING, HANOI ING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NITN APPIICABIE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAP Eft ASSOCI ATI ON AND TPI A PI ~ 1 ~ ~ BC LL 0. 0 PSF HC-E NG MCL/ WPF I . L NE CONNECTORS ARE MADE OF 20GA ASTM A553 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTNERNISE LOCATED ON THIS OE SI GN, POSITION CONNECTORS PER STATE QF 12 ~+ TOT . LD. 50. 0 PSF SEQN - 1229 47 Alpine Engineered Products, I OC. DR ANINGS 160 A~2. THE SEAL ON THIS OR ANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OI SE OR THIS CO PON TI Y E E T O O T E ET T I +" p~~~t~•~ ~•~ „ D U R . F A C . 1 . 2 5 FROM R C T ITamescity,FL 33$44 P PARTI M EN FOR AN ULAR BU LDIMG IS TNE R SPONSIBT TY OF 7NE BUILO NG DESIGNER ANSI/TPI 1-1995 SECTION 2. CV CU SPA CING 24 .0 " 3X7(A1) 3X7(A1) Gtl701. -1`TAKJUK KtJ. - IiLLA) TOP CHORD 2x4 SP #2 :T2 2x6 SP #2: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC '@ 24.00" OC. THIS UWG PRFPARFU FROM COMPUIFR 1NPUf (LUAUS 8 UIMtNS[ONS) SUHM111tD BY TRUSS MFR. 3X8(A1) = 3X8(A1) 110 MPH WIND, 29.87 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.16" DUE TO DEAD LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 5X7 (R) 111 5X10= 3X4 ~ T2 3X4 a 5 r- -i 5 J 2.5 5X5= 3X7= 3X4= 5X5= 2 5 ~- ~28-0-14 1L 4-~I IL a-o1 ~~ 8-5-8 _I_ 7-1-0 _I_ 8-5-8 C 5-3-2 T 13-5-13 T 5-3-2 24-0-0 Over 2 Supports '~ R=1311 U=830 W=5.5" R=1311 U=830 W=5.5" 25" Ft 2 FL 3 1 - E - - Scale = 18 PLT TYP. Al ine TPI-95 Desi n Criteria: TPI STD . . . *`NARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, NANOL ING, SNIPPING, INSTALLING AND BRACING. REFER TO H1B-91 (H ANULING INSTALLING AND BR ACINGj, PUBLI SHED BY TPI (TRUSS PLATE ~~p p ~ fill T C L L 2 0. 0 P S F R E F 8 2 3 5-- 7 4 1 7 3 INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRI UR TO ~ / . - P T1~I~ + 05 26 99 PERFORMING THESE FU NCTlONS. UNLESS OTHERNISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED ~ ~P q tip , TC DL 20. 0 PSF DATE / / STRUCTURAL PANELS, BOTTOM CHORD SH ALI HAVE A PROPERLY ATTACHEU RIGID CEILING. • G ~. ``IMPORTANT*' FURNISH A COPY OF THIS DESIGN TO THE INST AtIATION CONTRACTOR. ALPINE ENGINEERED ANY FAILURE TO PRODUCTS INC SHALL NOT BE RESPON SIBIE FOR ANY DEVIATION FROM THIS DESIGN y t,ay .4W T7 LL ~, ' BC DL lO. O PSF DRW HCUSR235 99146233 ; . . ~ ' ~ ' BUILD THE TRUSSES IN CONfORNANCE N[TN TPI; OR FABRICATING, HANDLING, SNIPPING. INSTALLING AND E ~ B C L L 0 0 P S F H C - E N G M C L / W P F A L P I N E BRACING OF TRUSSES. THIS DESIGN CONE ORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ~ . SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIA710X) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTN AG53 GR40 GALY. STEEL, EMCEPT AS NOTED. APPLY CONNECTORS TO STATE OF ` % ~ TOT . LD. 50. 0 PSF SEON - 1229 51 EACH FACE OF TRUSS. AND UNLESS OTHERXISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DR ANINGS 160 A-T. THE SEAL ON THIS DR ANING INDICATES ACCEPTANCE OF PR OFE SSION AI ENGINEERING THE SUITAB IL iTY AND USE OF THIS RESPONSIB II ITY SOLEIY FOR THE TRUSS COHPONE NT DESIGN SHONN .'I~np~, l Vf~ ~ D U R . F A C . 1 . 2 5 F ROM R C T Alpine Engineered Products, I Ftaules Cu , FI. 33844 y nc. . COMPONENT f0R ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OE SIGNER, PER ANSI/TPI 1-1995 SECTION 2. SPA CING 2 4 .0 " (Ctlbb6-MAIVJUK KtS. - G23} 70P CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC @ 24.00" OC. 4X7 4X7 3X8(A1) 3X8(A1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 30.29 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.17" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 3X5 3X5 5 r -I 5 -' 2.5 5X5= 3X9- 3X5= 5X5=-- ~28-0-14 2.5 ` 1-4-0 1I 4 01 I~ 10-5-8 _~_ 3-1-0 _~_ 10-5-8 ~ f 5-3-2 13-5-13 ~f 5-3-2 ~ 'F 24-0-0 Over 2 Supports R=1311 U=830 W=5.5" R=1311 U=830 W=5.5" PLT TYP Al ine TPI-95 " . Desi n Criteria: TPI STD 18.2 F L 3 1 - E - - Sca le =.25 Ft. **NARN(NG** TRUSSES REQUIRE E%TREME CARE 1N FABRICATION, MANDL LNG, SHIPPING, INSTALLING AND ih~ T C L L 2 0 0 P S F dR ACING. REFER TO NIB-91 (NANULING INSTALLING AHO dR ACING), PURL ISNEU BY TPI (TRUSS PLATE D O R T '~~'~ r~ . R E F R 2 3 5-- 7 4 1 7 4 PERFORMING TNESE FUN C TIONS UNLE SS OTHERNISEDIXDICATED TOP ICNORDFSHALLFH AVEPPROPERLY ATTOACHED r ~~*~t~J ~+ • % P ~ TC DL 20 0 PSF DATE 05/26/99 , STRUCTURAL PANELS, BOTTOM CHORD SMALL NAVE A PROPERLY ATTACHED RIGID CEILING. qj;,~. Gr~ ~, . *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALL ATION CONTRACTOR. ALPINE ENGINEERED *PRUDUCTS, INC. SHALL NOT dE RE SPOHSfBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • (t~~ ,T,~I-y TIB,Y L / ' BC DL 10.0 PSF DRW HCUSR235 99146234 BUIlO THE TRUSSES IN CONFORMANCE X[TH TPI; OR FABRICATING HANDLING SHIPPING INSTALLING AND / ~E 1 ~• ALPINE , , , BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PR OY ISIONS OF NOS (NATIONAL OE SIGN / ~ BC LL 0.0 PSF HC-E NG MCL/WPF SPECIFICATION PUBLISHED BY THE AMERICAN FORE ST AND PAPER ASSOCIATION) AXO TPI. ALPINE Q '~ CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAIY. STEEL, ESCEPT AS NOTED. APPLY CONNECTORS TO T S ATE OF ,([ ~ ~ ' TOT .LD. 50.0 PSF SEON - 122954 Alpine Engineered Products I nC. EACH FACE OF TRUSS, AND UNLESS OTMERNISE LOCATED ON TN IS DESIGN, POSITION CONNECTORS PER DR ANINGS 160 A~Z. THE SEAL ON THIS DR ANING INDICATES ACCEPTANCE OF Pft OfESS[ONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY AND USE OF iM[S ll ~~ Y •,, Y_/~y (~. '((i `VVffLA ~~- ~~ ~ D U R . F A C . 1 .2 5 F ROM R C T , EILll1CS ClIy, FE. 33844 ^„S'ONP'T1F0995HSE CTIOpC~LAR BUILDING [S THE RE SPOXSIB ILL iY OF THE BUILDING DESIGNER, PER ~CLI S PA CING 2 4 . 0 " bl.-MANSUK KtS. - G24 TOP CHORD 2x4 SP #2 BOT CHORD Zx4 SP #2 WEBS 2x4 SP #3 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 3X8(A1) 3X8(A1) 4X4= TNIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MfR. 110 MPH WIND, 30.61 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.19" DUE TO LIVE LOAD AND 0.18" DUE TO DEAD LOAD. 3X5 ~ 3X5` 5 r- (A) (A) 1 5 J 2.5 5X5= 3X9= 5X5- ~28-0-14 2.5 `- 1-4-0 1L 4-UJ 12-0-0 _I_ 12-0-0 ~~ 5-3-2 I 13-5-13 TT 5-3-2 F 24-0-0 Over 2 Supports R=1311 U=830 W=5.5" R=1311 U=830 W=5.5" PLT TYP. Al ine TPI-95 Desi n Criteria: TPI STD 18.2 FL 3 1 - E - - Scale -.25" Ft. *`NARNING*` TRUSSES REDO IRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. REFER TO HIB~91 (HANDLING INSTALLING AND BRACING), PUBL]SHED BY TPI (TRUSS PLATE D O R T D ~ ER f? ~ / T C L L 2 0. 0 P S F R E F R 2 3 5-- 7 4 1 7 5 PERFORMING TMESE FUNC TIONSD UNL ESS OTHERNISE INDICATEU, TOPICNORUFSNALLFH AVEPPROPE RLY AT TAC MEO STRUCTURAL PANELS, BOTTOM CNORD SNALL NAVE A PR DPERLY ATT ACNED RIGID CEILING. ~~,~1~rC , ~ ~G~P qj;,~. ~ TC DL 20.0 PSF DATE 05/26/99 `IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED *PR ODUC TS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ~,y , t,ay '~ T1 r 1 BC DL 10.0 PSF DRW HCU SR235 99146235 A L P I N E BUILD THE TRUSSES IN CONFORMANCE N[TH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALIING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROY [SIGHS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ANERICAN FURE ST ANO PAPER ASSOCI TION ~ ~~~ ~ I ~ ~ ~ ' B C L L 0.0 P S F H C- E N G M C L/ W P F A ) ANO TPI. AI PINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AHD UNLESS OTHERNISE LOCATED ON TNIS DESIGN, POSITION CONNECTORS PER STATk OF ~ ~ (~ /O ~ l~ • TOT . L D . 5 0.0 P S F S E O N - 1 2 2 9 5 8 Alpine Engineered Products, I »C. DR ANINGS 160 A~2. THE SEAL ON TNIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SMONN. iNE SUITABILITY AND USE OF THIS CO r n, .~ / ~ "V' ~r'Y~r.•'` ~d~.~ ~7 D U R . F A C . 1 .2 5 F ROM R C T tI8111C5 CITy,FL. 33844 MPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. CLJ S PA CING 2 4.0 ~~ (gavot.-PIH INJUK KtJ. - G24A 4-PLY) TOP CHORD 2x4 SP #2 BOT CHORD 2x12 SP #2 N WEBS 2x8 SP #2 :W3, W4, W5 2x4 SP #3: SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC - From 80 PLF at -1.45 to 80 PLF at 25.45 BC - From 20 PLF at 0.00 to 20 PLF at 24.00 BC - 9343 LB Conc. Load at 7.00 110 MPH WIND, 30.61 FT MEAN HGT, SBC, .ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. 'I WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 3X7(A3) ;s 3X7(A3) ~ NOTE: CONCENTRATED LOAD IS TO BE DISTRIBUTED EVENLY THROUGHOUT ALL PLYS. 4X6 (R) III TI1IS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 4 Complete Trusses Required NAILING SCHEDULE: (12d_box_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 3" o.c. WEBS 1 ROW @ 4" o.c. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. IN ADDITION APPLY (1) 1/2" BOLT AT EACH JOINT LOCATION ON THE BOTTOM CHORD ONLY. ** THE MAXIMUM CONCENTRATED LOAD IS 9343.00# ** 4X14, 4X14 5 r- W4 -~ 5 3X7(A3) = W3 3X7(A3) W5 8X14111 ~28-0-14 10X10- 5X9- 8X14111 ,x.9343# 1~~ W ** 1L a o1 L. 12-0-o I 12-0-o I rE 24-0-0 Over 2 Support R=7978 U=4720 W=5.5" R=3988 U=2430 W=5.5" PLT TYP. Al ine TPI-95 Design Criteria: TPI STD 18.2 8 FL 3 1 - E - - Scale -.25" Ft. '*NARN[NG" TRUSSES REOU[RE EXTREME CARE [N FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TU NIB-91 (HANULING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE D R T D '~['R f? ,r • ` T C L L 2 0. 0 P S F R E F 8 2 3 5-- 7 4 1 7 6 PERFORMING THESE FUM~TIONSD UNLE SS OTHERN[SE IND„C ATED, TOPICHOppFOR ALLFNAVEPPR OPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIG10 CEILING. /f~ P4 t1~1 •• • ~.~P L'q;>:.~r • ~ (j TC DL 20.0 PSF DATE 05/26/99 `IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED `PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AMY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUI D ~,' tt~~ ,~,~I,y, Tld,)I L/ ~ ' I ~ p BC DL 10.0 PSF DRW HCUS R235 99146236 ALPINE L THE TRUSSES IN CONf ORMANCE NITH TPI; 00. FABRICATING, MANDL LNG, SHIPPING, INSTALLING AND BA ACING OF TRUSSES. THIS DESIGN CONFORMS N[TH APPLICABLE P0.0YISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBI iSHED NY THE AMERICAN FOREST AND PAPER ASSOCIATION 1 ~ BC LL D.D PSF HC-ENG MCL/WPF ) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRID GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF eJ ~Y'• I~ TOT . LD. 50.0 PSF SEAN - 122981 Alpine Engineered Products, I nC. OR ANINGS 160 A~Z. THE SEAL ON THIS DR ANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPONSIBIITTY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOMN. THE SUITABILITY AND USE OF THIS ~\ .~ Mt ~i'A VV'' d-.~~ •% D U R . F A C . 1 .2 5 F ROM R C T lI-lI1CS CIty, FL 33844 pq S1~TP T1F~995NSECTR TONC2L AR BUILDING IS THE RE SPONS[BIl1iY OF THE BUILDING DE S[GNLR, PER CU S PA CING 2 4 . 0 " i1tl501,-MAIVJUK KtS. - CJ25 2R 2L TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #2 TFIIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 28.32 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 51- 2X4 A ) T 0-9-4 R=215 ~ R=35 U=180 ~1-4-0 1-1-3 1-0-7 Ove~~upports R=330 U=230 W=3.5" ~28-6-5 ~28-0-14 PLT TYP Al ine TPI-95 " . Desi n Criteria: TPI STD 18.2 F L 3 1 - E - - Scale =.375 Ft. *'NARN[NG** TRUSSES REOUiRE E%TREME CARE IN FABR IC AT[ON, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0 0 P S F BRACING. REFER TU H1B~91 (HANUL]NG INSTALLING ANU BRACING), PUBLISHED BY TPI (TRUSS PLATE D '~ ~R P. ,~ ` / . R E F R 2 3 5-- 7 4 1 7 7 PERFORMING THESE FUNC TIONSDfl UNIESSTOTNERNISEDINDICATED TOPICHORDf SHALLFH AVEPPROPERLY ATTACHED ,tp A ' ~~IrJ~~ ~ P i • ~ TC DL 20 0 PSF 26 99 DATE 05 , STRUC TIM AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED flIGIU CEILING. q :,~ • r~ . (j ~, . / / 'IMVOR IANT''' FURNISH A COPY OF THIS DESIGN TD TILE INS1 Al CATION CONTR AC70R. ALPINE ENGINEERED tPRO~l:T 7, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO v , fc~. ~`,'I _ T78 Y L P , BC DL 10. 0 PSF DRW UCUSR235 99146237 ALPINE BUILD TRt TRUSSES IN CONfDRMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND OR ACING OF TRUSSES. TN IS DESIGN CONFORMS NITM APPLICABLE PR DVISIONS OF NDS (NATIONAL DESIGN , ~I ~ r ~+ ~ ~ BC LL 0. 0 PSF HC-ENG MCL/WPF SPECIFICATION PUBLISHED BY THE AMERICAN PUREST ANU PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO g~(~ STATE OF ,((Qj'' . ' TOT . LD. 50. 0 PSF SEAN - 123010 Alpine Engineered Products, I OC. EACH FACE OF TRUSS, AND UNLESS OTMERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRANINGS 160 A~Z. THE SEAL ON THIS DRAMING INDICATES ACCEPTANCE DF PROFESSIONAL ENGINEERING RESPONSIBILf TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY AND USE OF THIS \~ ,~j ^•^' C~(~ ~((i V' ~``_ C]t~y~~ ~ D U R . F A C . 1 . 2 5 F ROM R C T Il-IneS CI[y, Fl. 33844 AX N,OTPNT1FO995NSECTR TON CAL AR BUILDING IS THE RESPONSIB IL [TY OF THE BUILDING OE SI GNER, PER ~GLJ SPA CING 2 4 . 0 " Ktlbbl.-MANSUK KtS. - CJ26 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #2 2R 2L) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 28.74 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 5I-' 2X4A)= ~1- a - 0~-3 - i - 3-~ 3-0-7 Over 3 Su orts R=319 t1=230 W=3.5" R=73 -~29-4-5 1-7-4 R=23 U=180 -~28-0-14 PLT TYP Al ine TPI-95 . Desi n Criteria: TPI STD 18.2 F L 3 1 - E - - Scal e =.375" Ft. "NARNING'* TRUSSES REDUIRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING INSTAIL [NG AND , BRACING. REFEfl TO MIB-51 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PI ATE D A T q ~R F? ~ / T C L L 2 0. 0 P S F R E F R 2 3 5-- 7 4 1 7 8 PERFORMING THESE FUNCTIONSO UNL ESS OTHEANISEDINDICAMEO TOPICHORDFSM ALLFHAVEPPROPERLY ATTACHED ,tp ~ ~~I~'~~r+ ~ ~ P i TC DL 20 0 PSF DATE 26 99 05 , STRUCTUA AL PAN EI S, BDTT OM CNOflO SN All HAYE A PROPERLY ATTACHED RIGID CEILING. G~ q ;.~ . , . / / 'IMPORTAN T"* FURNISH A CUPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED *PR OOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TNIS DESIGN; ANY fAII URE i0 ~ y ISUq^ '~aY C' , BC DL 10.0 PSF DRW HCUSR235 99146238 BUfLD THE TRUSSES [N CONFORMANCE NITH TPI UR fABAICATING HANDLING SHIPPING IN T ~ r ~• ALPINE ; , , , AIL[NG AND S BRACING OF TRUSSES. THIS DESIGN CONFORMS N[TH APP( ICABIE PROVISIONS OF NDS (NATIONAL DESIGN I ~ ' ~ 8C LL 0.0 PSF HC-E NG MCL/WPF SPECIFICATION PUB( ISNEO BY THE AMERICAN FORE S7 AND PAPER ASSOCIATION) ANU TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAIY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OF ; ~' ~' TOT . LD. 50.0 PSF SEAN - 123007 Alpine Engineered Products, I RC. EACH FACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON TNIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBLI ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY AND USE OF THIS •.,I~ ~~•~ ~L]r~++~ ~ D U R . F A C . 1 .2 5 FROM R C T Halnes (!ItY, ]:1. 33844 ANSI/Tp~TIF0995R5E CTR TONI'~I AR BOIL DING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ~CLJ S PA CING 2 4 . 0 " (t10701.-MArvJUK Kt J. - CJ27 2R 2L) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MfR. TOP CHORD 2x4 SP #2 110 MPH WIND, 29.16 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #2 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ~1-a-D-~"e 5-1-3~ ~-5-0-7 Over 3 Supports-~ R=402 U=280 W=3.5" R=163 ~-30-2-5 2-5-4 28-0-14 R=51 U=180 PLT TYP. Al ine TPI-95 Design Criteria: TPI STD 18.2 FL 3 1 - E - - Scale -.375" Ft. '*NARNING** TRUSSES REQUIRE EXTREME CARE IN FABR ICATfON. NANDL ING, SHIPPING, INSTALLING ANO ND BR AC PUB INSTITUTE ft E5N3 DOOM OFfl 10 DRN ANSUITE 200?AMAON S T U A ~R ~fi~ ~~ T C L L 2 0. 0 P S F R E F R 2 3 5-- 7 4 1 7 9 N , SON 53719). OR SAFE Y PR ACTICE S Pft IOR TO PERFORMING THESE FUNCTIONS. UNLESS OTNERNISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED SiRUCTUR AI PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATT ACHECI RIGID CEILING w, ~ ,,r ~G~Q1 .4,y~Y~,e * TC DL 20. 0 PSF DATE 05/26/99 . *IMPOR TANT** FURNISH A COPY OF TH15 OE SIGN TO THE INSTALLATION CONTRACTOR. AIPINE ENGINEERED tPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEV IATION fROM THIS DESIGN; ANY FAILURE TO ft~~ '`,~Iy, TTdy L/ ~' BC DL 10. 0 PSF DRW IICU SR235 99146239 ALPINE BDILD THE TRUSSES IN CONFORMANCE NITH TPI; UR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THiS DESIGN CONf OR MS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL UES[GN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND P ~l ~ r ~` ' ~ ~ BC LL 0. 0 PSF HC-ENG MCL/WPF APER ASSUCI ATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TflUSS, AND UNLESS OTHERNISE LOCATED ON TNIS DESIGN, POSITION CONNECTORS PER STATE OF ; /.Z ~' ~•• T 0 T . L D . 5 0. 0 P S F S E O N - 1 2 3 0 0 3 Alpine Engineered Products, I no. OR ANINGS 160 A-2. THE SEAL ON TNIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNONM. THE SUITABILITY ANO USE OF THIS *~ ~(~,~ ~~r++~ 'N D U R . F A C . 1 . 2 5 FROM R C T ITHITICB Oily, FL 33844 ANSIOTFITIF0955NSECTIONCILdR BUILDING IS THE RESPONSIB [LI TY OF THE BUILDING DESIGNER, PER CLJ SPA CING 2 4 . 0 " tttfbbl.-MAHSUK Kts. - HJ28 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 2 X 5 iti THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 29.45 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. HIPJACK SUPPORTS 06-05-08 SETBACK JACKS WITH NO WEBS. 3.54 1-1 .5X4 3-0-2 28-0-14 2X4(1 2.5X4 = ~-1- l o - l 0-~1 9-1-10 Over 2 Supports R=452 U=330 W=4.95" R=663 U=440 W=7.778" PLT TYP. Al ine TPI-95 Desi n Criteria: TPI STD 18.2 8 FL 3 1 - E - - Scale -.375" Ft. **NARN[NG** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REfER TU H1B~91 (HANDLING INSTALLING ANU BRACING), PUBLISHED BY TPI (TRUSS PLATE D O R T D I F p ~~fl ~~. f TC LL 20. 0 PSF REF R235--74180 PERFORMING THESE FUNC TIONS UNLESS OTHERNISE INDICAMED, TOP CIIORD SNALLFHAVEPPROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SH ALI HAVE A PROPERLY ATTACHED RIGID CEILING. }} • /~/ ~~*T Ir~C ^ ~Gr~P qi:.~ • . TC DL 20. 0 PSF DATE 05/26/99 'IMVORTANT*` FURNISH A COPY OF THIS UE SI GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED kPRODUCTS, INC. SHALL NOT RE RESPONSIBLE FOR ANY DEY IATION FROM iMIS DESIGN; ANY FAILURE TO BU ~,y tt.. ,~`a,,y, T1dy L/ ' ' BC DL 10. 0 PSF DRW HCUSR235 99146240 A L P I N E ILD THE TRUSSES IN CONFORMANCE NITN TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND RR AC LNG Oi TRUSSES. TN[S DESIGN CONFORMS NITN APPLICABLE PRUV ISIONS OF NDS (N AT[ON AL DESIGN SPECIE iCATION PUBLISHED BY THE AMERICAN FORE 57 AND PAPER ASSOCIATION ANO T I ~1 ~ ~• BC LL 0. 0 PSF HC-E NG MCL/WPF ) P . ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, ANO UNLESS OTNERNISE LOCATED ON TN[5 DESIGN, POSITION CONNECTORS PER STATE OF ; ~1*^ /~ ~' TOT . L D . 5 0. 0 P S F S E O N - 1 2 3 0 1 3 Alpine Engineered Products, I llC. ORANINGS 160 A~2. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESP ONS[B[L TTY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUfTAB IL TTY AND USE OF THIS COMPO ~~ ~`~r~ ~[fr++~ ~~ D U R . F A C . 1 . 2 5 FROM R C T IIe11iCS CIIy,FI. 33844 NENT FOR ANY PARTICULAR BUILDING [S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. CIJ SPA CING 2 4 .0 " ~pa~D6-PTA PIJUK KtJ. - ryJZ`J) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ~HIPJACK SUPPORTS 07-00-00 SETBACK JACKS WITH NO WEBS. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 28.56 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 24.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 30-0-1 R=318 3-2-13 27-0-14 R=360 U=180 2X4 (Al) ~.~-1-l0-10 ~~~ 10-0- 9-10-13 Over 3 Supports R=558 U=420 W=11" PLT TYP. Al ine TPI-95 Desi n Criteria: TPI STD 18.2 8 FL - 1 - E - - Scale .375" Ft. •'NARNING'• TRUSSES REQUIRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO MIN-91 (M ANDLING 1NST ALL IXG AND BRACING), PUBLISHED BY TPI (TRUSS PI ATE ~ ~~ T C L L 2 O. O P S F R E F R 2 3 5-- 7 4 1 8 1 INSTITUTE, 583 D'ON UFO IO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY Pfl ACTICE5 PRIOR 70 PERT ORM[NG THESE FUNCTIONS. UNLESS OTHERNISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STR CT R ~.~ r]:Fi~ ~- ~/` ~,(G~` .~~~~j ~. TC DL 20. 0 PSF DATE 05/26/99 U U AL PANELS, BOTTOM CHORD SM All HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONS IBIE f00. ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO . [J ,V-q^ ~'1aY L~ ' BC DL lO. O PSF DRW HCUSR235 99146241 A L P I N E BUILD iNE TRUSSES IN CONFORMANCE NITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONfORNS NfTN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN + I ~ r ~ ` r B C L L O. O P S F H C- E N G M C L/ W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTNERYISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER SI~TATE OF ; % ~'• TOT . L D . 5 0. 0 P S F S E O N - 1 2 2 7 8 9 Al i E i d P I d , , DR ANINGS 160 A~2. THE SEAL ON THIS DR ANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABLE I7Y AND USE OF THIS •",~~~, ~ ~ •+ D U R . F A C . 1 . 2 5 F ROM AM B p ne ng neere ro ucts, 1181ncv Clly, FL 33844 nc. ABSIOjiPIT1F1955NSECTIONC~IAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OE SIGNER, PER SPA CING 2 4 . O " tltlb b(,-MANSUR Kt S. - CJ30 4L 4R) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #2 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ~1-a-o~1F 5-1-3~ ~5-0-7 Over 3 Supports-~ R=402 U=270 W=5.5" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 28.16 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 24.00" OC ~29-2-5 R=163 2-5-4 27-0-14 R=51 U=200 PLT TYP. Al ine TPI-95 Oesi n Criteria: TPI STD 18.2 8 FL - 1 - E - - Scale °.375" Ft. **NARNING** TRUSSES RE OU IRE ET TREHE CARE IN FABRICATION, HANOL ING, SHIPPING, INSTALLING AND bfl ACING. REFER TU HiB~91 (HANDLING INSTALLING AND UR ACING), PUBLISHED by TPI (Tfl USS PLATE INSTITUTE 503 D'ONOFfl 10 DR SUITE 200 MAD `~~ A ~~.. ~ TC LL 20. 0 PSF REF R235--74182 , ., , ISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED. TOP CHORD SHALL NAPE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGIU CEILING 1 /` ~.`.A* 1~~~C ~ ~G(~[' qj~~,. . ~r TC DL 20. 0 PSF DATE 05/26/99 . 'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALlAT10N CONTRACTOR. ALPINE ENGINEERED `PRODUCTS, INC'. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ((~~ ,L`~1,y, 7`ldy L/ ' 1 BC DL 10. 0 PSF DRW HCUSR235 99146242 A L P I N E BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANU BRACING OF TRUSSES. TN[S DESIGN CONFORNS NITH APPLICABLE PROVISIONS OF NOS (NATIONAL OE SIGH SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOC ~E ~ ~` ' BC LL D. D PSF HC-E NG MCL/WPF IATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTN A653 GR40 GALV. STEEL, EVCEPT AS NOTED. hPPLY CONNECTORS TD EACH FACE OF TRUSS, AND UNLESS OTHERMISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE QF ~1~' 12 . TOT . L D. 5 0. 0 P S F S E O N - 1 2 2 7 9 2 Alpine Engineered Products, I nc. DR AYINGS 160 A~2. THE SEAL ON THIS DR ACING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOCN. THE SUITABIL iTY AND USE OF THIS ** ~'~ , v~ ~ ~L~r~++~ `~ D U R . F A C . 1 . 2 5 F R 0 M AM B IlHlnes Clt}', FL 33844 AN 51/TPIT1 F10995NSECTR~N CZL AR BUILDING IS THE RE SPONSIB (CITY OF THE BUILDING DESIGNER, PER CIJ SPA CING 2 4 . 0 " ($856C-MANSUR RES. - CJ31 4L 4R TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #2 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 5i-' 2X4(A1 ~1- a - 0~-3 -1- 3--~ 3-0-7 Over 3 Su orts R=319 U=230 W=5.5" R=73 1-7-4 R=23 U=200 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 8Y TRUSS HER. 110 MPH WIND, 27.74 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 24.00" OC ~28-4-5 ~27-0-14 PLT TYP. Al ine TPI-95 Desi n Criteria: TPI STD 18.2 FL - 1 - E - - Scale -.375" Ft. '*NARNING" TRUSSES REQUIRE EXTREME CARE IN fABRIC AT[ON, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TU M1B-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY 7P1 (TRUSS PLATE D fl T D I pp ~(~rl P~'• / TC LL 20. 0 PSF REF 8235--74183 PERFORMING TIfE SE F UNCTp ONS UNL ESS OTHERNISE INDNC ATED, TOP CHOR DF OSNALLFHAYEPPROPERLY ATTACHED 57RUCTUR AL PANELS, BOTTOM CHORD SH AIL HAVE A PROPERLY ATT ACMEU RIGIU CEILING. ~]/ ~~"TIFIC + • ~Gr~P qi;.~i • . TC DL 20. 0 PSF DATE 05/26/99 'IMPORTANT'* FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED RP RODUCTS, INC. SHALL NOT BE RESP UNSIBIE FOR ANY DEVIATION fR OM THIS DESIGN; ANY FAILURE TO BUILD iNE TRUS ~,. , tt.. T'Idy ~ ~ ' 1 ~ BC DL 10. 0 PSF DRW HCUSR235 99146243 ALPINE SES IN CONFORMANCE MITH TPI; OR FABR iCAT1NG, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFOflMS N[TH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPf CIFICA7IUN PUBI (SHED BT 711E AMENICAN FIIHESI AND PAPEfl ASSUCIAlIUN ANU TPI ~~~~ 1 ~ BC LL 0. 0 PSF HC-E NG MCL/WPF 7 , AI P1 Nf CONNECTORS ARE MADE OF ZOGA ASTM A653 GR4O GALV. STEEL, EI(CEPI AS MUTED. AP PIT CONNECTURS t0 EACH FACE OF TRUSS, AND UNLESS OiMERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATk OF ; ~++ ~M r TOT .LD. 50. 0 PSF SEON - 122795 Alpine Engineered Products,I IIC. OR ANINGS 160 A-Z. THE SE AI ON THIS DR ANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY P T ++ A~r'A~~~~ ~~~ ,~ D U R . F A C . 1 . 2 5 FROM A M 8 Haines City, FL 33844 AR ICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI ]-1995 SECTION 2. GU S PA CING 2 4 .0 " CtlDOI,-MAIN JUK KtJ. - CJJZ 4L 4K 'TOP CHORD 2x4 SP #2 ~BOT CHORD 2x4 SP #2 WEBS 2x4 SP #2 (DEFLECTION MEETS Li240.00 LIVE AND L/180.00 TOTAL LOAD. 5(- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUdM11IED BY TRUSS MFR. 110 MPH WIND, 27.32 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 24.00" OC T ~27-6-5 0-9-4 R=212 27-0-14 i R=34 U=200 2X4 Al ~1-4- 1-1-3 1-0-7 Ove~r_3~upports R=330 U=230 W=5.5" 375" Ft FL - 1 - E - - Scale ° PLT TY P. Al ine TPI-95 Desi n Criteria: TPI STD 18.2 8 . . `*NARN ING•" TRUSSES REOU IRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INST ALI ING AND Bfl ACING. REFER TO N1B-91 (HANDLING INSTALLING AND BRACING), PUBI]SHED BY TPI (TRUSS PLATE ~~•f~ p~ GFl T C L L 2 0. 0 P S F R E F R 2 3 5-- 7 4 1 8 4 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO ~t~jL'+`•f~ ~~ ~ F DATE 99 05 26 PERFORMING THESE FUNCTIONS. UNLESS OTNERNISE IND [GATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED ~ ~ (G .9 p;~~e TC DL 20. 0 PS / / STfl UCTUR AI PANELS, BOTTOM CHORD SHALL NAVE A PR OPEflLY ATTACHED RIGID CEILING. , U ~ w "lMPOR TANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS ANY FAILURE TO INC SHALL NOT BE RESPONSIBLE fOR ANY DEVIATION FROM THIS DESIGN t. ,V~(q^ ;M dy <, ~ ' BC DL 10. 0 PSF DRW HCUSR235 99146244 , . ; ~ ~ , ~ BUILD THE TRUSSES IN CONFORMANCE NITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AqD i ~ ~ B C L L 0 0 P S F H C- E N G M C L J W P F A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFO0.M5 N[TN APPLICABLE PROY ISIONS OF NOS (NATIONAL DESIGN . SPECIE (CAT ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSUClA710N) AND iPl. ALPINE CONNECTORS ARE MADE OF 20GA ASTN A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO STATE OF ; • ~•^ TOT . LD. 50. D PSF SEAN - 122798 EACH FACE Of TRUSS, AND UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DR ANINGS 160 A-Z. THE SEAL ON TN1S DRAMING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING THE SUITABIL I7Y AND USE OF 7M IS RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOMN .•12~~•,• ii ~ D U R . F A C . 1 . 2 5 F ROM AMB Alpine Engineered Products, I ilBltteS CI FL 33844 ty• I1C. . COMPONENT FOR ANY PARTICULAR BUILDING IS SHE 0.E5PONS[BIL[TY Of THE BU{LDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. SPA CING 2 4 .0 " ($856C-MANSUR RES. - EJ33 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #2 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 28.57 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 24.00" OC R=241 5(- 3-3-1 R=78 U=260 2X4 Al ~1-a-D~F 7-0-12 _I ---7-0-0 Over 3 Supports-~ R=493 U=320 W=5.5" ~30-0-2 ~27-0-14 PLT TYP. Al ine TPI-95 Desi n Criteria: TPI STD 18.2 **NARNING** TRUSSES REOU IRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING ANO ,~ EN p~ BRACING. REFER TO HIB~91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFfl 10 Dfl., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO ~,~.~j;.ij~, /J!, PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 51~~,P~ 1'' ~~Y~ . STRUCTURAL PANELS, BOTTOM CHORD SHALL MAYE A PROPERLY ATTACHED RIGID CEILING. , `IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t~ ,~VQ *PR ODUCTS, INC. SH AIL NOT BE RESPONSIBLE FOR AHY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Tidy L/ BUILD THE TRUSSES IN CONFORMANCE NITN TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND ~ E ~ t ,~ i A L P I N E BRACING OF TRUSSES. THIS DESIGN CONf OR MS NITM APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ' SPECIFICATION PUBLISHED BY THE AMEfl ICAN PURE ST AND PAPER ASSUCI AT[ONj ANU TPI. ALPINE r CONNECTORS ARE MADE OF 20GA ASTN A653 GR40 GALY. STEEL, E%CEPT AS MUTED. APPLY CONNECTORS TO STATE pF ;' EACH FACE OF TRUSS, AHO UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ~*•• ~ ~' FL - 1 - E - - Scale .375" Ft. T C L L 2 0.0 P S F R E F R 2 3 5-- 7 4 1 8 5 T C D L 2 0.0 P S F DATE 0 5 / 2 6 / 9 9 BC DL 10.0 PSF DRW HCUSR235 99146245 B C L L 0.0 P S F H C- E N G M C L/ W P F TOT.LD. 50.0 PSF SEON - 122801 Alpine Engineered Products, IRC. Pl i Ci FL 3 OR ANINGS 160 A-Z. THE SEAL ON THIS OR ANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SM ONN. THE SUITAB IL ITV AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS T E • ~ ~~~I~ ~~•~~'CCCIIIJJJ D U R . F A C . 1 . 2 5 FROM A M B a nes ty, 3844 H RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. SPA CING 2 4 .O " BUILDLVG, PL-~rY11rING AtVD ZONING IrVS?ECTION DEPARTiIIE.VT CITY OFATLArYTIC BEACH, FLORIDA CERTIFICATE OF OCCUP.-~NCY WORKSHEET Cate Req Building Building P_ddress nested : ~-~ l l c~a~e.~_. i ~~ ~b U ~'' '~-f~ `~'1 Contractor : ~i'K-~ 6 Permit Number: / $~ ~t~ .,2.11 ~ ~~C,c-r~ ~~~. regal Description: r ~~ `~~~~_ ~~~~~ ~ I:aprove*~ents to the above described prcperty have been completed in accordance with the terms of ,the permit and is certified to be ready for occupancy as ~,.~ ~^. < (~'~ ~- L-cwest `Floor E' v `' 13~i , - s.e a~i~n: j7. ~ recruired as built * * * ~ BEFORE ISSUING CF~TIFICATF OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPP.RTMENT Fire DATE /NOTIFIED N DATE APPROVED BY Public ~nlorkS ~~_~(,J..p U - i-I ~--c~;L ~-~-~ P:.annirg 1 ~- Lt~~ v a~ t1~ ~`~-` Building / / -/ ~yC7 y I ! - ~-'~. ~ ° ~ --~\~~.-t~- FLOODPLAIN DEVELOPMENT INFORMATION Location:: ~d 7 ~ ~ ~ ~ ~~~ r' Type of Development: /~.~ S Flood Zone: .~ Required Lowest Floor Elevation: ` ;?~. S 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. COIviMENTS: 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. 25-7-1 I and all other laws or ordinances affecting the proposed development. Date ~- _ ~l - Cti `i Applicant's Signature ~,~~ . ~ ~--_-~ Department Use: `~ ~- Re uired Lowest Floor Elevation U q As Built Lowest Floor Elevation ~ 2 - ~~ Survey Filed with Building Department C. Building Department ,~;~ s~ ~ 1999 ~;. of Atlantic `,~~-:~c~i '3~iilding an~i Z~~ ~i:~' 11i20~00 16:47 =~ 5 ~~ ALL "~, AMERICAN SURVEYORS, INC. _~ _. g ~~ _~ ~¢ =7 ---11 ~.., g .=g -- 7 _~ -- S ~- 4 ~~ =2 ~j -X _- 9 ~~ ~~ ~~ ALL AMERICAN SURUEYDRS a 247 5845 ... LAND Sl~RVLr'YL7RS FAX r1?ANSMISSICIN C©VER SNE'~'7~ DATE+ - -- -`-a 'y~ TIM~~ NAAdf DF RE`CIRIENTr ~ ' ~ ' NAJN~ QF FjRMr ,,,, ~~ ~, F'AX' NUMBERr ~~~ ._~~..~ -~ NAME EJF SENDER+ _._..._...... NAME OF FIRM, !ALL AMERIG'AN Sl,~?V+E RSi INC. f AX NtlM9fR+ 'C9~~ 7'3~-,t7~$ NQ. 943 D01 YDt/ SNEtULD RECEIVE` P+4GEC3), INCLUDING THIS CY7VE'R SifE'I'T. IF YC1U 11LT NDT RECf1 Vf ALL TNf PAGES, PLEASE CALL C9t74} 739-2217 .,,,, -- - INSTRUCTIQNSr $789 Std JOSE BLYD.~ SU{TE 301 dACKSOMffLLE~FLORIC~ 32217 PHONE.90~t/739-2217 NOV-20-2800 MON 04:48PM ID:247-5845 PAGE:1 ~~~ ~~ - ~~ 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX (904) 247-5805 SUNCOM 852-5800 DATE %/ -~~_O U JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS ~ ~ ~ ~ ~ a~~ ~ ~w~.~ 't Please call me at 904-247-5826 if you have any questions. ~in~ely, ~./ ~ Ci~'f./'-~-J ATLANTIC BEACH BUILDING DEPARTMENT NOTICE TO: Water Department FROM: Building Department DATE: ~.L~2:,. ~a _.,_ --____ Please be advised that the Tina! building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address ERU Number Sincerely, ~~ ~~ Pat Har is Building Department TRANSMITTAL DOCUMENT FOR JErI DATA. ~ _ ~ 6 ~ The ~olicwing pe_-mits have passed "rough" inspection: rermit vo. /~~ ~ 3 Address ~~ ~ ~ ~~ ~ =:.'1~: {.`~fl,~°'.::~""B~:-C'. ':{:i:{--C'~.S'3~`~{=L"'1~'.i.E~~~i'bT=-~:3.'3$V.:Cf3C+~i.Y:'3'. -.our recsr~s acccrdinglr. .han v u ~~ _~~?~+G CLcRK C~TY G.= AT~~.NTiC BE.`,CH ,'vcb FF?Of9 JEFFF'EY K f-0..fLSEEPG FA;; N0. 9~4~b~~~3b r Mar. 13 ~?~~-~~ H~: ~~~~Ph1 P2 Jeffsey K. Helsberg, P.E. 3015 Axrtley Rd., Suite 10 Jacksonville, Florida 32257 (904) 886-2401 3!13!00 Mr. Doa Ford City of Atlautiic Beach Building Aept. 800 Seminole Road Atlantic Beach, Florida 32233 PROJECT: Sigjwt~~re Homes Lot 21 Tit~any by the Sea Permit No. 18458 To W1wm It May Concern: On the subject project the contractor has installed a Simpson PHDH holdown in lieu of the Situps Idovm specified on the plans. This is an acceptable substitution. /..t K. H (~~ _ ~~ please contact me. ~[.~ x. -- -~ .~~ RECEIVED ~~ a ~ ~~~~ pity of Alai'lfic each Quiiding and ~onin~ CITY OF ATLANTIC BEAC:i Fixture Unit dorksheeC for Wate: Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE 2'iEASURE:".ENT OF c;ATE:~ DF ~~ND FvR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO T'riE CITY ;:A'"SR SYSTE:l. THE SJATER SUPPLY CH.~.RGE IS HEQEB'f FIYED AT T'NEV.'Y DOLL:;RS PEY FIXTURE UNIT CONNECTED TO THE CITY WATER SYST~'~. $ATHSi4Qli CROUP CANSISTING OF WATER CLIISET. LAVATORY 6 BATH :UE OR SHOfJER STALL (6) 3 O WATER CLOSET, TANY. OPEgATED (4) Q aA'i'~i:VE/ SHOir'ER (1. ) ~~i _SHOilE.4 CROUP PER HE.1D (3) y SiiOVE3t STALL DOHESTI C (2 ) ~_UVAi"ORY (1) ~~ _~VASHZ'iC ?•.ACHINE (3 } ,3 ~_D I S iiNAS HER (.'.) ~- ICI : CIiEi S Z?t1C { Z ) SERViC .SINK TRAP ST:~ND (8) WATER C:.CSE"' VALVE OPS"~.;TED (S ) ` llXL7AL ~+AL:, LIP (~) _CD'*.3 iYATION SItiK A.'t^ _ ;.,`; (~ ) 4iAS'r. S T_*IK SAC:? SST 0 FAUC~TS ~'~ -~ DE.'7TAL LAVATORY (i ) LZTCBFSi SZ2iK WI?S S~AST.°. GRI2tDF3 (3 ) ~__aIDET (~} l 0 FLIISxI2tG )<Z'i S ZNY (8 ) URINAL, P~£S2AL. SYPHON J'?T UVAit7R7, aARBER/BEAUT'Y SIiOP (Z) SURGFA>?iS SINK (3 ) .IACUZZZ (Z) DE.*ITAL UNIT OR CUSPIDOR (?) URINAL STALL, wASrOU=' (4) C021.BZNATION SINK Al'~'D T ~4Y ~T:i FOOD DISPOS. (~) ~ DRZNKIYC FOUN~'Ai:1 (i/Z} Q LAVATORY, SUROcONS (~) © URINAL STALL, WASiiQUT (4) TOTAL FIXiVRE UNITS • ~ ~ bZQ.aQ EAC:i S ~ 30,x© OOB LNFOR.v.ATIOH ~ ~/ ~' /~ `.~ C~ ~~~- ' Ff~~M 600A-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Mansur Residence Builder: Signature Homes Address: Lot: 21, Sub: Tiff-by-the-Sea, Plat: Permitting Office: City of Atlantic Beach City, State: Atlantic Beach, FL 32233- Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing 2. Single family or multi-family ' 3. Number of units, ifmulti-family 4. Number of Bedrooms i 5. Is dais a worst case? ' 6. Conditioned floor area (ft=) 7. Glass area & type ~~ a. Clear -single pane b. Clear -double pane c. Tint/other SC/SHGC -single pane d. TinUother SC/SHGC -double pane 8. Floor types a. Slab-On-Grade Edge Insulation b. Raised Wood, Post or Pier c. N/A I 9. Wall types a. Frame, Wood, Exterior ' b. Concrete, Int Insul, Exterior ~ c. Concrete, Int Insui, Adjacent ~ d. NIA e. N/A 10 . Ceiling types a. Under Attic b. N/A c. N/A 11 . Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N(A New _ ~ 12. Cooling systems Single family _ ~ a. Central Uni[ Cap: 100.0 kBtu/hr _ 3 _ SEER: 10.00 _ 4 _ j b. NIA _ No - '. - 5136 ft' c. N/A 0.0 ttZ _ ', li. Heating systems 873.0 ft= _ ', a. Electric Heat Pump Cap: 100.0 l:Btu/hr - 0.0 ftz _ HSPF: 7.00 QO ft2 b. N(A R=0.0, 353.0(p) fI _ ', c. N/A _ R=19.0, 1019.Oft~ _ ' 14. Hot water systems _ ~ a. Electric Resistance Cap: 75.0 gallons - R=19.0, 3022.0 ft~ _ i EF: 0.92 _ R=5.0, 774.0 ftz _ b. N/A _ R=5.0, 1896.0 ft' _ i _ _ c. Conservation credits _ (HR-Heat recovery, Solar _ DHP-Dedicated heat pump) R=30.0, 2387.0 ft' _ 15. HVAC credits MZ-C, MZ-H _ _ (CF-Ceilin~ tan. CV-Cross ventilation. HF-Whole house fan, _ PT-Programmable Thermostat. Sup. R=6.0, 25.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) G1asslFloor Area: 0.17 Total as-built points: 48624.00 PASS Total base points: 55936.00 I hereby certify that the plans and specifications covered i ! Review of the plans and by this calculation are in compliance with the Florida "specifications covered by this o~~txss?AT~o ~,,, Energy Code. ! 'calculation indicates compliance ~~ ~°~ , -' _;='.~~~ with the Florida Energy Code. ~'~~ "~ PREPARED BY: Andy Bryan ~ ""` ~ ~~~~ ~~~ " ~ j j Before construction is completed ~ ~~ a DATE: b - ~--" ~~ ;this building will be inspected for , I hereby certify that this building, as designed, is in i compliance with Section 553.908 ,~.coD ~~S`~ compliance with the Florida Energy Code. ~ Florida Statutes. ~ OWNERIAGENT: ~ BUILDING OFFICIAL: !~ ;DATE: ,DATE: EnergyGauge® (Version: FLRCNA-200) F~3RM 600A-97 SUMMER CALCULATIONS. Residential Whole Building Performance Method A -Details ~ ADDRESS: Lot: 21, Sub: Tiff-by-the-Sea, Ptat: ,Atlantic Beach, FL, 32233- PERMIT #: ~ BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM =Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 5136.0 33.05 30558.3 Double, Clear W 1.0 25.5 9.0 36.99 1.00 332.3 Double, Clear N 1.0 25.5 30.0 19.22 1.00 575.2 Double, Clear N 1.0 4.0 9.0 19.22 0.94 162.4 Double, Clear N 1.0 6.0 10.0 19.22 0.97 187.3 Double, Clear N 1.0 7.5 40.0 19.22 0.99 759.5 Double, Clear NW 1.0 6.0 10.0 25.46 0.97 247.6 Double, Clear NE 1.0 6.0 10.0 28.72 0.97 279.0 Double, Clear E 1.0 23.0 12.0 40.22 1.00 481.7 Double, Clear S 7.0 7.0 48.0 34.50 0.52 862.0 Double, Clear S 7.0 9.0 48.0 34.50 0.56 924.1 Double, Clear SW 1.0 27.0 18.0 38.46 1.00 691.8 Double, Clear W 1.0 27.0 18.0 36.99 1.00 664.5 Double, Clear NW 1.0 27.0 18.0 25.46 1.00 457.7 Double, Clear S 1.0 6.0 15.0 34.50 0.94 486.9 Double, Clear W 1.0 16.5 18.0 36.99 1.00 663.9 Double, Clear N 1.0 15.0 16.0 19.22 1.00 306.2 Double, Clear N 1.0 13.5 94.0 19.22 1.00 1798.7 Double, Clear E 1.0 13.5 94.0 40.22 1.00 3766.1 Double, Clear E 1.0 15.0 38.0 40.22 1.00 1522.8 Double, Clear SW 8.0 8.0 40.0 38.46 0.49 754.5 Double, Clear N 1.0 4.0 9.0 19.22 0.94 162.4 Double, Clear N 1.0 6.0 20.0 19.22 0.97 374.5 Double, Clear E 1.0 5.0 16.0 40.22 0.95 610.5 Double, Clear E 1.0 5.0 24.0 40.22 0.95 915.7 Double, Clear S 7.0 7.0 48.0 34.50 0.52 862.0 Double, Clear S 7.0 7.5 40.0 34.50 0.53 731.5 Double, Clear S 1.0 17.0 15.0 34.50 0.99 514.6 Double, Clear SW 1.0 17.0 15.0 38.46 1.00 576.3 Double, Clear SW 7.0 7.5 40.0 38.46 0.50 774.7 Double, Clear W 1.0 17.0 15.0 36.99 1.00 553.2 Double, Clear NW 1.0 17.0 15.0 25.46 1.00 381.2 Double, Clear S 1.0 9.0 12.0 34.50 0.99 409.8 Double, Clear W 1.0 7.5 9.0 36.99 0.99 328.7 As-Built Totat: 873.0 23119.5 WALL TYPES Area X B5PM =Points Type R-Value Area X SPM = Points Adajcent 1896.0 0.7 1327.2 Frame, Wood, Exterior 19.0 3022.0 0.90 2719.8 Exterior 3796.0 1.70 6453.2 Concrete, 1nt Insui, Exteri or 5.0 774.0 1.00 774.0 Concrete, Int Insul, Adjacent 5.0 1896.0 0.70 1327.2 Base Total: 5692.0 7780.4 As-Built Total: 5692.0 4821.0 EnergyGauge® DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FC3RM 600A-97 SUMMER CALCULATfONS Residential Whole Building Performance Method A -Details ( ADDRESS: Lot: 21, Sub: Tiff-by-the-Sea, Plat: ,Atlantic Beach, FL, 32233- PERMIT #: I BASE AS-BUILT DOOR TYPES Area X BSPM =Points Type Area X SPM = Points Adjacent Exterior Base Total: 20.0 2.40 0.0 0.00 20.0 48.0 0.0 48.0 Adjacent Wood As-Built Total: 20.0 20.0 2.40 48.0 48.0 CEILING TYPES Area XBSPM =Points Type R-Value Area X SPM = Points Under Attic Base Total: 2279.0 0.60 2279.0 1367.4 1367.4 Under Attic As-Built Totai: 30.0 2387.0 2387.0 0.60 1432.2 1432.2 FLOOR TYPES Area X BSPM =Points Type R-Value Area X SPM = Points Slab Raised Base Totat: 353.0(p) -37.0 1019.0 -3.99 -13061.0 -4065.8 -17126.8 Slab-On-Grade Edge Insulation Raised Wood. Post or Pier As-Built Total: 0.0 353.0(p) 19.0 1019.0 -41.20 0.77 -14543.6 780.6 -13763.0 INFILTRATION Area XBSPM =Points Area X SPM = Points 5136.0 10.21 52438.6 5136.0 10.21 52438.6 Summer Base Points: 75065.9 Summer As-Built Points: 68096.2 Total Summer Points X System = Multiplier Cooling Points Total X Cap X Component Ratio Duct X System X Multiplier Multiplier Credit Multiplier = Cooling Points 75065.9 0.3573 26821.0 68096.2 1.000 68096.2 1.00 0.974 0.341 0.974 0.341 0.950 0.950 21498.7 21498.7 EnergyGaugeTM DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 F®RM 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: Lot: 21, Sub: Tiff-by-the-Sea, Plat: ,Atlantic Beach, FL, 32233- PERMIT #; BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM =Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 5136.0 9.76 9027.4 Double, Clear W 1.0 25.5 9.0 10.77 1.00 96.9 Double, Clear N 1.0 25.5 30.0 14.30 1.00 429.1 Double, Ciear N 1.0 4.0 9.0 14.30 1.00 129.0 Double, Clear N 1.0 6.0 10.0 14.30 1.00 143.1 Double, Clear N 1.0 7.5 40.0 14.30 1.00 572.1 Double, Clear NW 1.0 6.0 10.0 14.03 1.00 140.3 Double, Clear NE 1.0 6.0 10.0 13.40 1.00 134.1 Double, Clear E 1.0 23.0 12.0 9.09 1.00 109.4 Double, Clear S 7.0 7.0 48.0 4.03 2.73 528.5 Double, Clear S 7.0 9.0 48.0 4.03 2.33 451.6 Double, Ciear SW 1.0 27.0 18.0 7.17 1.00 129.3 Double, Clear W 1.0 27.0 18.0 10.77 1.00 193.9 Double, Clear NW 1.0 27.0 18.0 14.03 1.00 252.4 Double, Cfear S 1.0 6.0 15.0 4.03 1.03 62.0 Double, Clear W 1.0 16.5 18.0 10.77 1.00 194.0 Double, Clear N 1.0 15.0 16.0 14.30 1.00 228.8 Double, Clear N 1.0 13.5 94.0 14.30 1.00 1344.3 Double, Clear E 1.0 13.5 94.0 9.09 1.00 858.5 Double, Ciear E 1.0 15.0 38.0 9.09 1.00 347.0 Double, Clear SW 8.0 8.0 40.0 7.17 1.60 458.7 Double, Cfear N 1.0 4.0 9.0 14.30 1.00 129.0 Double, Clear N 1.0 6.0 20.0 14.30 1.00 286.2 Double, Clear E 1.0 5.0 16.0 9.09 1.02 148.8 Double. Clear E 1.0 5.0 24.0 9.09 1.02 223.2 Double, Ciear S 7.0 7.0 48.0 4.03 2.73 528.5 Double, Clear S 7.0 7.5 40.0 4.03 2.62 422.9 Double, Ciear S 1.0 17.0 15.0 4.03 1.00 60.3 Double, Clear SW 1.0 17.0 15.0 7.17 1.00 107.9 Double, Clear SW 7.0 7.5 40.0 7.17 1.56 447.8 Doubie, Clear W 1.0 17.0 15.0 10.77 1.00 161.6 Double, Clear NW 1.0 17.0 15.0 14.03 1.00 210.3 Double, Clear S 1.0 9.0 12A 4.03 0.99 48.1 Double, Clear W 1.0 7.5 9.4 10.77 1.00 97.2 As-Built Total: 873.0 9674.7 WALL TYPES Area XBWPM =Points Type R-Value Area X WPM = Points Adajcent 1896.0 3.6 6825.6 Frame, Wood, Exterior 19.0 3022.0 2.20 6648.4 Exterior 3796.0 3.70 14045.2 Concrete, 1nt lns ul, Exterior 5.0 774.0 5.70 4411.8 Concrete, Int Ins ul, Adyacent 5.0 1896.0 4.20 7963.2 Base Total: 5692.0 20870.8 As-Built Total: 5692.0 19023.4 EnergyGauge® DCA Form 600A-97 EnergyGaugeQ~iFIaRES'97 FLRCNA-200 FARM 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A -Details ~ ADDRESS: Lot: 21, Sub: Tiff-by-the-Sea, Plat: ,Atlantic Beach, FL, 32233- PERMIT #: ~ BASE AS-BUILT DOOR TYPES Area X BWPM =Points Type Area X WPM = Points Adjacent Exterior Base Total: 20.0 0.0 20.0 11.50 0.00 230.0 0.0 230.0 Adjacent Woad As-Built Total: 20.0 20.0 11.50 230.0 230.0 CEILING TYPES Area X BWPM =Points Type R-Value Area X WPM = Points Under Attic Base Total: 2279.0 2279.0 1.20 2734.8 2734.8 Under Attic As-Built Total: 30.0 2387.0 2387.0 1.20 2864.4 2864.4 FLOOR TYPES Area X BWPM =Points Type R-Value Area X WPM = Points Slab Raised Base Total: 353.0(p) 1019.0 6.9 0.9fi 3141.7 978.2 4119.9 Slab-On-Grade Edge Insulation Raised Wood, Post or Pier As-Built Total: 0.0 353.0(p) 19.0 1019.0 18.80 0.88 6636.4 892.6 7529.0 INFILTRATION Area X BWPM =Points Area X WPM = Points 5136.0 -0.59 -3030.2 5136.0 -0.59 -3030.2 Winter Base Points: 33952.7 Winter As-Built Points: 36291.3 Total Winter X Points System = Heating Multiplier Points Total X Cap X Component Ratio Duct X" System X Multiplier Multiplier Credit Multiplier = Heating Points 33952.7 0.5340 18130.7 36291.3 1.000 36291.3 1.00 0.990 0.487 0.990 0.487 0.950 0.950 16619.1 16679.1 EnergyGaugeT" DCA Form 600A-97 EnergyGaugeC~iFIaRES'97 FLRCNA-200 Fr7RM 600A-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A -Details ADDRESS: Lot: 21, Sub: Tiff-by-the-Sea, Plat: ,Atlantic Beach, FL, 32233- PERMIT #: BASE AS-BUILT WATER HEATING Number of X Multiplier = Tota! Tank EF Number of X Tank X Multiplier X Credit =Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 75.0 0.92 4 1.00 2626.61 1.00 10506.4 As-Built Total: 10506.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 26$21.0 18130.7 10984.0 55935.8 21498.7 16619.1 10506.4 48624.2 PASS P~o~ Ti{E srgT~o~ yY TI .rti ` ~~,: cod ~.~.~ EnergyGaugeT'" DCA Form 600A-97 EnergyGaugeC~/FIaRES'97 FLRCNA-200 FORM 600A-97 Code Compliance Checklist Residential Whole Building Performance Method A -Details I ADDRESS: Lot: 21, Sub: Tiff-by-the-Sea, Plat: ,Atlantic Beach, FL, 32233- PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION 'REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 ! Maximum:.3 cfm/sq.ft. window area; .5 cfmfsq.ft. door area. ~ _ Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; I, ~ foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor, j I EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends ~ from, and is sealed to, the foundation to the top plate.! Floors 606.1.ABC.1.2.2 Penetrations/openings >1i8" sealed unless backed by truss or joint members. I EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed ', ~, to the perimeter, penetrations and seams. Ceilings ' 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate, attic access. EXCEPTION: Frame ceilings where a continuous Infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures ' 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, instaAed inside a sealed box with 1/2" clearance 8 3" from insulation; or Type IC rated with < 2.0 cfm from ~ conditioned space, tested. Multi-story Houses i 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. _,i__ Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded b all residences. COMPONENTS I SECTION REQUIREMENTS _ !CHECK Water Heaters j 612.1 ;Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit ! breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. ____ Swimming Pools 8 Spas ~ 612.1 Spas 8 heated pools must have covers {except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78°I°. _ Shower heads _' 612.1 _ _ Water flow must be restricted to_no more than 2.5 gallons per minute at 80 PSIG _._ _ __ __ __ Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. _______ ____ __________^ ____ „__ HVAC Controls _ 1607.1 _ _ Separate readily accessible manual or automatic thermostat for each system _ __ _ Insulation ' 604.1, 602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4 The higher the score, the more efficient the home. Lot: 21, Sub: Tiff-by-the-Sea, Plat: ,Atlantic Beach, FL, 32233- 1. New construction or existing 2. Single family or multi-family 3. Number of units, if multi-family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear -single pane b. Clear -double pane c. TinUother SC/SHGC -single pane d. Tint/other SC/SHGC -double pane 8. Floor types a. Slab-On-Grade Edge Insulation b. Raised Wood, Post or Pier c. N/A 9. Wall types a. Frame, Wood, Exterior b. Concrete, Int Insul, Exterior c. Concrete, Int Insul, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 1 i. Ducts a. Sup: Unc. Rer. Unc. AH: Interior b. N/A New _ l2. Cooling systems Single family _ a. Central Unit 3 _ 4 _ b. N/A No _ 5136 ft2 c. N/A 0.0 tt= _ 13. Heating systems 873.0 tt= _ a. Electric Heat Pump QO ft~ _ 0.0 ft= b. N/A R=0.0, 353.0(p) ft _ c. N/A R=19.0, 1019.Oft2 _ 14. Hot water systems _ a. Electric Resistance R=19.0, 3022.0 ft2 _ R=5.0, 774.0 ft2 _ b. N/A R=5.0, 1896.0 ft2 _ _ a Conservation credits (HR-Heat recovery, Solar _ DHP-Dedicated heat pump) R=30.0, 2387.0 ft2 _ 15. HVAC credits _ (CF-Ceiling fan, CV-Cross ventilation, HF-Whole house fan, _ PT-Programmable Thermostat, Sup. R=fi.O, 25.0 ft _ RB-Attic radiant barrier, M7_-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card wilt be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 100.0 kBtu/Imr _ SEER: (0.00 Cap: 100.0 k&ulhr HSPF:7.00 J Cap: 75.0 gallons _ EF: 0.92 MZ-C, MZ-H ~~~oe ~ HE STq r~o.n ti nm . ',x', ~O ~ ~ '~ ~ flfl' ' ° t, t . ~.1~ 3 C l`~.~ *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 jor a US EPA/DOE EnergyStar r"'designation), your home may quay for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec. ucf. edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction contact the Department of Community Affairs at 850/487-182-(. EnergyGauge® (Version: FLRCNA-200) FG>RM 600A-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Mansur Residence Builder: Address: Lot: 21, Sub: Tiff-by-the-Sea, Plat: Permitting Office: City, State: Atlantic Beach, FL 32233- Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1 . New construction or existing 2. Single family ormulti-family 3. Number of units, ifmulti-family 4. Number of Bedrooms 5. is this a worst case? ~ 6. Conditioned floor area (ft~) 7. Glass area Rc type I a. Clear -single pane b. Clear -double pane ~, a "fintJother SC/SFIGC -single pane d. Tintlother SC/SHGC -double pane ' 8. Floor types ~ a. Slab-On-Grade Edge Insulation ' b. Raised Wood, Post or Pier c. N/A 9. Wall types a. Frame, Wood, Exterior b. Concrete, Int Insul, Exterior i c. Concrete, Int Inset, Adjacent ~ d. N/A ~~~° e. NIA i 10. Ceiling types a. Under Attic b. N/A ~~ c. N/A '~ ll . Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. Nlt1 New _ 12. Cooling systems Single family _ ~ a. Central Unit 3 4 h. N/A No _ I 5136 }t' i c. N/A 0.0 ft' - 13. I tenting systems 873.0 tt' _ ~ a. Electric Heat Pump 0.0 ft' __ 0.0 ft' b. N/A R=0.0, 353.0(p) ft R=19.0, 1019.Ott~ R=19.0, 3022.0 ft2 _ R=5.0, 774.0 ftZ R=5.0, 1896.0 ft~ R=30.0, 2387.0 ftz c. NlA 14. Hot water systems a. Electric Resistance b. NIA Signature Homes City of Atlantic Beach _ ~ c. Conservation credits ' (HR-Heat recovery, Solar DHP-Dedicated heat pump) I _ I5. 1IVAC credits - (C1=-Ceiling fan, CV-Cross ventilation. 1iF-Whole house fan, _ Pl -Programmable Thermostat. Sup. R=6.0, 2~.0 ft _ Rl3-Auic radiant barrier. MZ-C-Multizone cooling, (\4/_-H-Multizone heating) Cap: 100.0 kBtulhr SEER: 10.00 ', Cap: 100.0 kf3tufhr 1ISPE: 7 00 ~~~ Cap: 75.0 gallons _ EF: 0.92 ML-C, MI_-I{ Total as-built points: 48624.00 Glass/Floor Area: 0.17 Total base points: 55936.00 ASS ' I hereby certify that the plans and specifications covered ~ Review of the plans and by this calculation are in compliance with the Florida ; I specifications covered by this o4~cKEST,yT~ 0 Energy Code. ', calculation indicates compliance ~~~,,;°°'~ "= ~ ,.~~ ~+ ' with the Florida Energy Code. ~' "'~~ - ~°'~~~~ ~° PREPARED BY: Andy Bryan j Before construction is completed `~ ~ ~ ;DATE: ~- ~- ~i' ~ this building will be inspected for I hereby certify that this building, as designed, is in ~ compliance with Section 553.908 rh y~A ~ compliance with the Florida Energy Code. ~ Florida Statutes. cOb wE~~ OWNER/AGENT: BUILDING OFFICIAL: DATE• I DAT • E. '__ _- - -----__-----1 ~__ _ _ _ --- -- EnergyGauge® (Version: FLRCNA-200) FORM 600A-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A -Details ~ ADDRESS: Lot: 21, Sub: Tiff-by-the-Sea, Plat: ,Atlantic Beach, FL, 32233- PERMIT #: ~ BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM =Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 5136.0 33.05 30558.3 Double, Clear W 1.0 25.5 9.0 36.99 1.00 332.3 Double, Clear N 1.0 25.5 30.0 19.22 1.00 575.2 Double, Clear N 1.0 4.0 9.0 19.22 0.94 162.4 Double, Clear N 1.0 6.0 10.0 19.22 0.97 187.3 Double, Clear N 1.0 7.5 40.0 19.22 0.99 759.5 Double, Clear NW 1.0 6.0 10.0 25.46 0.97 247.6 Double, Clear NE 1.0 6.0 10.0 28.72 0.97 279.0 Double, Clear E 1.0 23.0 12.0 40.22 1.00 481.7 Double, Clear S 7.0 7.0 48.0 34.50 0.52 862.0 Double, Clear S 7.0 9.0 48.0 34.50 0.56 924.1 Double, Clear SW 1.0 27.0 18.0 38.46 1.00 691,8 Double, Clear W 1.0 27.0 18.0 36.99 1.00 664.5 Double, Clear NW 1.0 27.0 18.0 25.46 1.00 457.7 Double, Clear S 1.0 6.0 15.0 34.50 0.94 486.9 Double, Clear W 1.0 16.5 18.0 36.99 1.00 663.9 Double, Clear N 1.0 15.0 16.0 19.22 1.00 306.2 Double, Clear N 1.0 13.5 94.0 19.22 1.00 1798.7 Double, Clear E 1.0 13.5 94.0 40.22 1.00 3766.1 Double, Clear E 1.0 15.0 38.0 40.22 1.00 1522.8 Double, Clear SW 8.0 8.0 40.0 38.46 0.49 754.5 Double, Clear N 1.0 4.0 9.0 19.22 0.94 162.4 Double, Clear N 1.0 6.0 20.0 19.22 0.97 374.5 Double, Clear E 1.0 5.0 16.0 40.22 0.95 610.5 Double, Clear E 1.0 5.0 24.0 40.22 0.95 915.7 Double, Clear S 7.0 7.0 48.0 34.50 0.52 862.0 Double, Clear 5 7.0 7.5 40.0 34.50 0.53 731.5 Double, Clear S 1.0 17.0 15.0 34.50 0.99 514.6 Double, Clear SW 1.0 17.0 15.0 38.46 1.00 576.3 Double, Clear SW 7.0 7.5 40.0 38.46 0.50 774.7 Double, Clear W 1.0 17.0 15.0 36.99 1.00 553.2 Double, Clear NW 1.0 17.0 15.0 25.46 1.00 381.2 Double, Clear S 1.0 9.0 12.0 34.50 0.99 409.8 Double, Clear W 1.0 7.5 9.0 36.99 0.99 328.7 As-Built Total: 873.0 23119.5 WALL TYPES Area XBSPM =Points Type R-Value Area X SPM = Points Adajcent 1896.0 0.7 1327.2 Frame, Wood, Exterior 19.0 3022.0 0.90 2719.8 Exterior 3796.0 1.70 6453.2 Concrete, Int Insul, Exterior 5.0 774.0 1.00 774.0 Concrete, Int Insul, Adjacent 5.0 1896.0 0.70 1327.2 Base Total: 5692.0 7780.4 As-Built Total: 5692.0 4821.0 EnergyGauge® DCA Form 600A-97 EnergyGauge~7/FIaRES'97 FLRCNA-200 s FORM 600A-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A -Details I ADDRESS: Lot: 21, Sub: Tiff-by-the-Sea, Plat: , Atlant?c Beach, FL, 32233- PERMIT #: I BASE AS-BUILT DOOR TYPES Area X BSPM =Points Type Area X SPM = Points Adjacent Exterior Base Total: 20.0 2.40 0.0 0.00 20.0 48.0 0.0 48.0 Adjacent Wood As-Built Total: 20.0 20.0 2.40 48.0 48.0 CEILING TYPES Area XBSPM =Points Type R-Value Area X SPM = Points Under Attic Base Total: 2279.0 0.60 2279.0 1367.4 1367.4 Under Attic As-Built Total: 30.0 2387,0 2387,0 0.60 1432.2 1437.2 FLOOR TYPES Area XBSPM =Points Type R-Value Area X SPM = Points Slab Raised Base Total: 353.0{p) -37.0 1019.0 -3.99 -13061.0 -4065.8 -17126.8 Slab-On-Grade Edge Insulation Raised Wood, Post or Pier As-Built Total: 0.0 353.0(p) 19.0 1019.0 -41.20 0.77 -14543.6 780.6 -13763.0 INFILTRATION Area XBSPM =Points Area X SPM = Points 5136.0 10.21 52438.6 5136.0 10.21 52438.6 Summer Base Points: 75065.9 Summer As-Built Points: 68096.2 Total Summer Points X System = Multiplier Cooling Points Total X Cap X Component Ratio Duct X System X Multiplier Multiplier Credit Multiplier = Cooling Points 75065.9 0.3573 26821.0 68096.2 1.000 68096.2 1.00 0.974 0.341 0.974 0.341 0.950 0.950 21498.7 21498.7 EnergyGaugeT"' DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A -Details I ADDRESS: Lot: 21, Sub: Tiff-by-the-Sea, Plat: , Atlantis Beach, FL, 32233- PERMIT #: ~ BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM =Points Ove rhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 5136.0 9.76 9027.4 Double, Clear W 1.0 25.5 9.0 10.77 1.00 96.9 Double, Clear N 1.0 25.5 30.0 14.30 1.00 429.1 Double, Clear N 1.0 4.0 9.0 14.30 1.00 129.0 Double, Clear N 1.0 6.0 10.0 14.30 1.00 143.1 Double, Clear N 1.0 7.5 40.0 14.30 1.00 572.1 Double, Clear NW 1.0 6.0 10.0 14.03 1.00 140.3 Double, Clear NE 1.0 6.0 10.0 13.40 1.00 134.1 Double, Clear E 1.0 23.0 12.0 9.09 1.00 109.4 Double, Clear S 7.0 7.0 48.0 4.03 2.73 528.5 Double, Clear S 7.0 9.0 48.0 4.03 2.33 451.6 Double, Clear SW 1.0 27.0 18.0 7.17 1.00 129.3 Double, Clear W 1.0 27.0 18.0 10.77 1.00 193.9 Double, Clear NW 1.0 27.0 18.0 14.03 1.00 252.4 Double, Clear S 1.0 6.0 15.0 4.03 1.03 62.0 Double, Clear W 1.0 16.5 18.0 10.77 1.00 194.0 Double, Clear N 1.0 15.0 16.0 14.30 1.00 228.8 Double, Clear N 1.0 13.5 94.0 14.30 1.00 1344.3 Double, Clear E 1.0 13.5 94.0 9.09 1.00 858.5 Double, Clear E 1.0 15.0 38.0 9.09 1.00 347.0 Double, Clear SW 8.0 8.0 40.0 7.17 1.60 458.7 Double, Clear N 1.0 4.0 9.0 14.30 1.00 129A Double, Clear N 1.0 6.0 20.0 14.30 1.00 286.2 Double, Clear E 1.0 5.0 16.0 9.09 1.02 148.8 Double, Clear E 1.0 5.0 24.0 9.09 1.02 223.2 Double, Clear S 7.0 7.0 48.0 4.03 2.73 528.5 Double, Clear S 7.0 7.5 40.0 4.03 2.62 422.9 Double, Clear S 1.0 17.0 15.0 4.03 1.00 60.3 Double, Clear SW 1.0 17.0 15.0 7.17 1.00 107.9 Double, Ciear SW 7.0 7.5 40.0 7.17 1.56 447.8 Double, Clear W 1.0 17.0 15.0 10.77 1.00 161.6 Double, Clear NW 1.0 17.0 15.0 14.03 1.00 210.3 Double, Clear S 1.0 9.0 12.0 4.03 0.99 48.1 Double, Clear W 1.0 7.5 9.0 10.77 1.00 97.2 As-Built Total: 873.0 9674.7 WALL TYPES Area XBWPM =Points Type R-Value Area X WPM = Points Adajcent 1896.0 3.6 6825.6 Frame, Wood, Exterior 19.0 3022.0 2.20 6648.4 Exterior 3796.0 3.70 14045.2 Concrete, Int Insul, Exterior 5.0 774.0 5.70 4411.8 Concrete, Int insul, Adjacent 5.0 1896.0 4.20 7963.2 Base Total: 5692.0 20870.8 As-Built Total: 5692.0 19023.4 EnergyGauge® DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: Lot: 21, Sub: Tiff-by-the-Sea, Plat: , Atlantis Beach, FL, 32233- PERMIT #: BASE AS-BUILT DOOR TYPES Area X BWPM =Points Type Area X WPM = Points Adjacent Exterior Base Total: 20.0 0.0 20.0 11.50 230.0 0.00 0.0 230.0 Adjacent Wood As-Built Total: 20.0 20.0 11.50 230.0 230.0 CEILING TYPES Area X BWPM =Points Type R-Value Area X WPM = Points Under Attic Base Total: 2279.0 2279.0 1.20 2734.8 2734.8 Under Attic As-Built Total: 30.0 2387.0 2387.0 1.20 2864.4 2864.4 FLOOR TYPES Area X BWPM =Points Type R-Value Area X WPM = Points Slab Raised Base Total: 353.0(p) 1019.0 8.9 3141.7 0.96 978.2 4119.9 Slab-On-Grade Edge Insulation Raised Wood, Post or Pier As-Built Total: 0.0 353.0(p) 19.0 1019.0 18.80 0.88 6636.4 892.6 7529.0 INFILTRATION Area X BWPM =Points Area X WPM = Points 5136.0 -0.59 -3030.2 5136.0 -0.59 -3030.2 Winter Base Points: 33952.7 Winter As-Built Points: 36291.3 Total Winter X Points System = Heating Multiplier Points Total X Cap X Component Ratio Duct X System X Multiplier Multiplier Credit Multiplier = Heating Points 33952.7 0.5340 18130.7 36291.3 1.000 36291.3 1.00 0.990 0.487 0.990 0.487 0.950 0.950 16619.1 16619.1 EnergyGaugeT"" DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 600A-97 WATER HEATING & CODE COMPLIANGE STATUS Residential Whole Building Performance Method A -Details I ADDRESS: Lot: 21, Sub: Tiff-by-the-Sea, Piat: , Atlant;c beach, FL, 32233- PERMIT #: I BASE AS-BU{LT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit =Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 75.0 0.92 4 1.00 2626.61 1.00 10506.4 As-Built Total: 10506.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 26821.0 18130.7 10984.0 55935.8 21498.7 16619.1 10506.4 48624.2 PASS ~k~~p4 ~I'lE"ST.gZ~,O~' q j~coD ~~~~~,. EnergyGaugeT"" DCA Form 600A-97 EnergyGauge®lFIaRES'97 FLRCNA-200 FORM 600A-97 Code Compliance Checklist Residential Whole Building Performance Method A -Details I ADDRESS: Lot: 21, Sub: Tiff-by-the-Sea, Plat: ,Atlantic Beach, FL, 32233- PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS ~ SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors _ _ _ 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area, .5 cfm/sq_ft. door area Exterior & Adjacent Walls ~ 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between. windows/doors & frames, surrounding wall ' foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. ~ EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. _ Floors ' 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. I j EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed j to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 ,Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & fop plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is j installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 i Type IC rated with no penetrations, sealed, or Type IC or non-IC rated, installed inside a ~i sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested___ - --- ---- Multi-story Houses --- - - 1606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. ---- -- _ - ~-- - - ---- - _ -_ _ - -- _ - - q Additional {nfiltration re is P p P Y 606.1.ABC.1.3 Exhaust fans vented to outdoors, dam ers; combustions ace heaters com I with NFPA, have combustion air. COMPONENTS _ _ _ '~, SECTION !REQUIREMENTS 'CHECK Water Heaters 612.1 i Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. -.--- Swimming Pools & Spas 612.1 !Spas & heated pools must have covers (except solar heated). Non-commeraal pools must have a pump timer. Gas spa 8 pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612 1 .Water flow musk be restricted to no more than 2.5 gallons per minute at 80 PSTG. Air Distribution Systems 610.1 A11 ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. ~ HVAG Controls 607.1 'Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 I Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. ~~, Common ceiling & floors R-11. EnergyGaugeT"" DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 .~ ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4 The higher the score, the more efficient the home. Lot: 21, Sub: Tiff-by-the-Sea, Plat: ,Atlantic Beach, FL, 32233- 1. New construction or existing 2. Single family or multi-family 3. Number of units, ifmulti-family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned Moor area (ft~) 7. Glass area & type a. Clear -single pane b. Clear -double pane c. Tintlother SC/SHGC -single pane d. Tintlother SCISHGC -double pane 8. Floor types a. Slab-On-Grade Edge Insulation b. Raised Wood, Post or Pier c. N/A 9. Wall types a. Frame, Wood, Exterior b. Concrete, Int Insul, Exterior c. Concrete, Int Insul, Adjacent d. N!A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A I I . Ducts a. Sup: Unc. ltet: Una AH: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit 3 _ 4 _ b. N/A No _ 5136 ft~ c. N/A 0.0 ft= ~~ I ~. Heating systems 873.0 ft' a. Electric Beat Pump o.o rig _ 0.0 it' b. N(A R=0.0, 353.0(p) ft _ c. N/A R=19.0, 1019.Oft2 _ 14. Hot water systems _ a. Electric Resistance R=19.0, 3022.0 ftZ _ R=5.0, ?74.0 ft2 _ b. N/A R=5.0, 1896.0 ft' _ _ c. Conservation credits (HR-Heat recovery, Solar _ DHI'-Dedicated heat pump) R=30.0, 2387.0 ft= _ 15. HVAC credits _ (CF-Ceiling fan, CV-Cross ventilation. HF-Whole house fan, _ I'T-Programmable Thermostat. Sup. R=6.0, 25.0 ft _ RB-Attic radiant barrier, M7_-C-Multizone cooling. M7_-H-Multizone heating) t certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 100.0 kl3tu/hr SEER: 10.00 Cap: 100.0 kBtu/hr - HSPP: 7.00 Cap: 75.0 gallons , EF: 0.92 M7,-C, M7-[I ~~~o~''CHB*ST,gT~o~ ~ ~f _ d :~ fpcOV ~~~y~c *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar"'designation), your home may quay for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec. ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge® (Version: FLRCNA-200) 11~IANSUR RESIDENCE HVAC LOAD ANALYSIS for Signature Homes & Development 472 Osceola Avenue Jacksonville Beach, FL 32250 ~4 1 i ~f ~~ ~~.1'~iJ~ Prepared By: i1 t ~ M yY+.! ii S ; TF x '1B.~O etnt~ r ,~~ ~ ~y1 Qi~~ .-N ,,.:.~<,~.. ~. Andy Bryan Ocean State Heating & Air Conditioning 1476 Atlantic Boulevard Neptune Beach, FL 32266 (904)249-8251 6-4-99 Building and ~.c,=~1-~ RNVAC -Residential & Light Commercial HVAC Loads Program Elite Software Development, Inc. Ocean State Htg & A/C Mansur Residence Neptune Beach, FL 32266-1798 6-4-99 Page 2 Project Summary Project: Mansur Residence Company: Ocean State Heating & Air Conditioning Client: Signature Homes & Development Representative: Andy Bryan Address: 472 Osceola Avenue Address: 1476 Atlantic Boulevard City: Jacksonville Beach, FL 32250 City: Neptune Beach, FL 32266 Phone: (904) 246-3664 Phone: (904) 249-8251 Fax: Fax: (904) 249-8949 Design Data Project Name: Mansur Residence Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Eievation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 - - -- ------------ -------- Check Figures Total Building Supply CFM: 3,231 CFM per square foot: 0.629 Square feet of room area: 5,138 Square feet per ton: 668.494 Building Loads Total heating required with outside air: 106,073 Btuh 106.073 MBH Total sensible gain: 71,018 Btuh 86 °10 Total latent gain: 11,883 Btuh 14 Total cooling required with outside air: 82,901 8tuh 6.908 Tons (based on sensible + latent) 7.686 Tons (based on 77% sensible capacity) Notes - - -- - Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I Friday, June 04, 1999 RHVAC -Residential & fight commercial hvAC; ~oaas rrogram Ocean State Htg & A/C Neptune Beach, FL 32266-1798 6-4-99 tole ~ouware ueveiopmeni, inc. Mansur Residence Page 3 Total Building Summary Loads Component Description Area Quan Sen. Loss Lat. Gain Sen. Gain Total Gain 3C Window Double Pane Clear Glass Metal Frame 665 21,696 0 31,999 31,999 91 French Door Double Clear Glass Metaf Frame 208 7,057 0 8,311 8,311 10D Door Wood Solid Core 20 207 0 87 87 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 3,022 8,162 0 4,460 4,460 13N Part 8" or 12" Block + R-5 1,896 6,143 0 2,594 2,594 14B Wall 8" or 12" Block + R-5 774 5,016 0 1,930 1,930 16G Ceiling R-30 Insulation 2,279 3,385 0 3,385 3,385 201 Floor Over Open Crawl Carpet + R-19 1,019 2,202 0 782 782 22A Slab on Grade No Edge Insulation 353 12,867 0 0 0 Subtotals for structure: 10,236 65,735 0 53,548 53,548 Active People: 5 0 1,150 1,500 2,650 Inactive People: 0 0 n ~ Appliances. Lighting: Ductwork: Infiltration: Winter CFM: 693.3, Summer CFM: 308.1 ', Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 '' Sensible Gain Total: Temperature Swing Multiplier: Building Load Totals: 0 0 0 5,052 893 34,286 0 0 106,073 0 0 0' 0 2,400 2,400 0 0 0' 0 6,458 6,458 10,733 7,112 17,845 0 0 0 71,018 X1.00 11,883 71,018 82,901 Total Building Supply CFM: 3,231 Square feet of room area: 5,138 Building Loads - _ _...._ _~._-_ Total heating required with outside air: Total sensible gain: Total latent gain: Total cooling required with outside air: CFM per square foot: 0.629 Square feet per ton: 668.494 106,073 Btuh 106.073 MBH 71,018 Btuh 86 °l° 11,883 Btuh 14 82,901 Btuh 6.908 Tons (based on sensible + latent) 7.686 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. I Be sure to select a unit that meets both sensible and latent loads. Friday, June 04, 1999 RHVAC -Residential 8 Light Commercial HVAC Loads Program Elite Software Development, Inc. Ocean State Htg & A/C Mansur Residence Neptune Beach, FL 32266-1798 6-4-99 Page 4 System #1 Summary Loads Component Description 3C Window Double Pane Clear Glass Metal Frame 91 French Door Double Clear Glass Metal Frame 12H Wall R-19 + 1!2" Gypsum Board(R-0.5) 16G Ceiling R-30 Insulation Subtotals for structure: Active People: Inactive People: Appliances: Lighting: Ductwork: ~I Infiltration: Winter CFM: 203.7, Summer CFM: 90.5 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 Sensible Gain Total: ~ Temperature Swing Multiplier: System Load Totals: Check Figures Area Sen. Lat. Sen. Total Quan Loss Gain Gain Gain ', 198 6,460 0 9,333 9,333 80 2,714 0 2,418 2,418 ~ 1,166 3,149 0 1,721 1,721 ~, 1,697 2,520 0 2,520 2,520 j 3,141 14,843 0 15,992 15,992 3 0 690 900 1,590 0 0 0 0 O i 0 0 0 0 0 0 0 0 0 O 0 1,246 0 1,899 1,899 27$ 10,072 3,153 2,089 5,242 0 0 0 0 0 - -__ 20,880 X1.00 26,161 3,843 20,880 24,723 Supply CFM: 950 Square feet of room area: 1,697 L. System Loads Total heating required with outside air Total sensible gain: Total Patent gain: Total cooling required with outside air'. CFM per square foot: 0.56 Square feet per ton: 750.971 26,161 Btuh 26.161 MBH 20,880 Btuh 84 % i 3,843 Btuh 16 24,723 Btuh 2.06 Tons (based on sensible + latent) 2.260 Tons (based on 77°I° sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. it Friday, June 04, 1999 RHVAC -Residential & Light Commercial HVAC Loads Program Elite Software Development, Inc. Ocean State Htg & A/C Mansu r Residence Neptune Beach, FL 32266-1798 6-4-99 Page 5 System #2 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 377 12,299 0 17,393 17,393 91 French Door Double Clear Glass Metal Frame 88 2,986 0 2,997 2,997 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 1,856 5,013 0 2,739 2,739 16G Ceiling R-30 Insulation 445 661 0 661 661 201 Floor Over Open Crawl Carpet + R-19 1,019 2,202 0 782 782 Subtotals for structure: 3,785 23,161 0 24,572 24,572 Active People: 0 0 0 0 0 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,200 1,200 Lighting: 0 0 0 0 0 Ductwork: 0 1,984 0 2,920 2,920 _ _ _ _.__ ,.~....,.,~ „ ~-....__..~_ .-~~~... ~o ~ ~~~ 16 511 5 169 3 425 8 594 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 Sensible Gain Total: Temperature Swing Multiplier: - ------ ------------ --- System Load Totals: Check Figures 0 ' 0 0 0 0' _ _- _ - - _ 32,117 X1.00 41,656 5,169 32,117 37,286 Supply CFM: 1,461 Square feet of room area: 2,142 CFM per square foot: 0.682 Square feet per ton: 616.249 System Loads -- - --- ---- ~ -- - -- j Total heating required with outside air: 41,656 Btuh 41.656 MBH Total sensible gain: 32,117 Btuh 86 j Total latent gain: 5,169 Btuh 14 ~I Tota! cooling required with outside air: 37,286 Btuh 3.107 Tons (based on sensible + latent) 3.476 Tons (based on 77% sensible capacity) i Notes Calculations are based on 7th edition of ACCA Manual J. All compu#ed results are estimates as building use and weather may vary. ', Be sure to select a unit that meets both sensible and latent loads. Friday, June 04, 1999 RHVAC -Residential & Light Commercial HVAC Loads Program Ocean State Htg & A/C Neptune Beach, FL 32266-1798 6-4-99 Elite Software Development, Inc. Mansur Residence Page 6 System #3 Summary Loads Component Description _ 3C Window Double Pane Clear Glass Metal Frame 91 French Door Double Clear Glass Metal Frame 10D Door Wood Solid Core 13N Part 8" or 12" Block + R-5 14B Wall 8" or 12" Block + R-5 16G Ceiling R-30 Insulation 22A Slab on Grade No Edge Insulation Subtotals for structure: Active People: Inactive People: Appliances: Lighting: Ductwork: Infiltration: Winter CFM: 155.8, Summer CFM: 69.2 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 Sensible Gain Total: Temperature Swing Multiplier: System Load Totals: Area Quan Sen. Loss Lat. Gain Sen. Gain Total Gain 90 2,937 0 5,273 5,273 40 1,357 0 2,896 2,896 ~ 20 207 0 87 I 87 1,896 6,143 0 2,594 2,594 774 5,016 0 1,930 1,930 137 204 0 204 204 I 353 12,867 0 0 0 3,310 28,731 0 ! 12,984 12,984 2 0 460 600 1,060 0 0 0 0 0 0 0 0 1,200 1,200 0 0 0 0 0 0 1,822 0 1,639 1,639 150 7,703 2,411 1,598 4,009 0 0 0 0 0 _ ._ __ _ 18,021.. ~ X1.00 ! 38,256 2,871 18,021 20,892 j Check Figures Supply CFM: 820 Square feet of room area: 1,299 ~ System Loads Total heating required with outside air Total sensible gain: Total latent gain: Total cooling required with outside air. Notes CFM per square foot: 0.631 Square feet per ton: 666.043 38,256 Btuh 38.256 MBH 18,021 Btuh 86 2,871 Btuh 14 20,892 Btuh 1.741 Tons {based on sensible + latent) 1.950 Tons (based on 77°I° sensible capacity) Calculations are based on 7th edition of ACCA Manual J. A11 computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Friday, June 04, 1999 RHVAC -Residential & Light Commercial HVAC Loads Program Ocean State Htg & A/C Neptune Beach, FL 32266-1798 6-4-99 Room Load Summary Reports System #1 Room Load Summary ___ Elite Software Development, Inc. Mansur Residence ', Page 7 Htg Htg Run Run Clg Clg Clg Zone Clg Air ~ Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM -- ---- --- Zone 1--- j 13 Bedroom 330 3,438 45 0-0 0 3,891 559 177 1.25 221 177 ' Suite 3 14 Master 418 3,941 51 0-0 0 2,272 454 103 1.00 103 103 Bath/WIC 15 Master 458 8,196 107 0-0 0 6,125 1,458 279 1.05 293 279 ', Suite 16 Master 266 8,219 107 0-0 0 6,510 1,134 296 1.10 326 296 Sitting Room 17 Bridge 225 2,367 31 0-0 0 2,082 238 95 1.00 95 95 System 1 Totals 1697 26,161 340 20,880 3,843 950 1,038 950 Main Trunk Size: 18x10 in. System #1 Cool ing System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh~ Net Required: 2.060 84%/16% 20,880 3,843 24,723 '. Recommended: 2.260 77%/23% 20,880 6,237 27,117 _-- -- - -- ii System #1 Equipment Data Heating System Cooling System - __ Friday, June 04, 1999 RHVAC -Residential & Light Commercial HVAC Loads Program Eiite Software Development, Inc. Ocean State Htg & A/C Mansur Residence Neptune Beach, FL 32266-1798 6-4-99 Page 8 Room Load Summary Reports ~, System #2 Room Load Summary Htg Htg Run Run Clg Room Area Sens Nom Duct Duct Sens No Name SF Btuh CFM Size Vel Btuh ---Zone 1--- 6 Family 360 8,858 115 0-0 0 5,730 i Room ~~ 7 Kitchen 441 1,576 20 0-0 0 2,023 ~~ 8 Informal 110 4,639 60 0-0 0 4,103 Dining Room 9 Study 266 3,481 45 0-0 0 2,$63 Bath 10 Study 275 1,583 21 0-0 0 1,696 11 Living 333 15,300 199 0-0 0 12,736 Room 12 Formal 357 6,219 81 0-0 0 2,966 Dining/Fo yer __ __- System 2 Totals 2142 41,656 541 32,117 System #2 Cooling System Summary Cooling Sensible/Latent Tons Split -_ _ ___ Net Required: 3.107 86%/14% Recommended: 3.476 77%/23% ---- _ Clg __- _. Clg _-- ---- Zone ___-__ Clg _ it Air ', Lat Nom Adj Adj Sys ~ Btuh CFM Fact CFM CFM ~' 1,067 261 1.05 274 261 0 92 1.00 92 92 600 187 1.40 261 187 ~ 367 130 1.00 130 130 178 77 1.25 96 77 2,090 579 1.00 579 579 867 135 1.10 148 135 5,169 1,461 1,582 1,461 Main Trunk Size: 18x14 in. Sensible Latent Total Btuh Btuh Btuh 32,117 5,169 37,286 32,117 9,593 41,710 Friday, June 04, 1999 RHVAC -Residential & Light Commercial HVAC Loads Program Ocean State Htg & A/C Neptune Beach, FL 32266-1798 6-4-99 Elite Software Development, Inc. 'I Mansur Residence Page 9 i - ---- - , Room Load Summary Reports - - -- ---- --- System #3 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Laundry 105 3,385 44 0-0 0 2,175 321 99 1.00 99 99 2 Storage 247 2,494 32 0-0 0 879 145 40 1.00 40 40 3 Bedroom 255 5,409 70 0-0 0 3,691 712 168 1.25 210 168 Suite 1 4 Bedroom 428 10,799 140 0-0 0 8,008 1,500 364 1.25 455 364 Suite 2 5 WIC/Mec 264 16,169 210 0-0 0 3,268 193 149 1.00 149 149 I hanical Room System 3 Totals 1299 38,256 497 18,021 2,871 820 953 820 Main Trunk Size: 14x12 in. System #3 Cooling System Summary - _ __. - - __ __ Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.741 86%/14% 18,021 2,871 20,892 Recommended: 1.950 77%/23% 18,021 5,383 23,404 Friday, June 04, 1999 MANSUR RESfDENCE HVAC LOAD ANALYSIS for Signature Homes & Development 472 Osceola Avenue Jacksonville Beach, FL 32250 Prepared By: Andy Bryan Ocean State Heating & Air Gonditioning 1476 Atlantic Boulevard Neptune Beach, FL 32266 (904) 249-8251 6-4-99 ~tHVAC -Residential 8 Light Commercial HVAC Loads Program Elite Software Development, Inc. Ocean State Htg & AiC ~ Mansur Residence Neptune Beach, FL 32266-1798 6-4-99 Page 2 I' Project Summary ~' Project: Mansur Residence Company: Ocean State Heating & Air Conditioning Client: Signature Homes & Development Representative: Andy Bryan Address: 472 Osceola Avenue Address: 1476 Atlantic Boulevard City: Jacksonville Beach, FL 32250 City: Neptune Beach, FL 32266 Phone: (904) 246-3664 Phone: (904) 249-8251 Fax: Fax: (904} 249-8949 Design Data Project Name: Reference City: Daily Temperature Range: Latitude: Elevation: Elevation Sensible Adj. Factor Elevation Total Adj. Factor: Elevation Heating Adj. Factor: Mansur Residence Jacksonville, Florida Medium 30 Degrees 26 Feet 1.000 1.000 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb ReLHum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50°I° 75 51 Check Figures Total Building Supply CFM: 3,231 CFM per square foot: 0.629 Square feet of room area: 5,138 Square feet per ton: 668.494 Building Loads Total heating required with outside air: 106,073 Btuh 106.073 MBH Total sensible gain: 71,018 Btuh 86 Total latent gain: 11,883 Btuh 14 Tota{ cooling required with outside air: 82,901 Btuh 6.908 Tons (based on sensible + latent) 7.686 Tons (based on 77% sensible capacity) -- Notes - ----- Calculations are based on 7th edition of ACCA Manual J. Ali computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Friday, June 04, 1999 F2HVAC -Residential & Light Commercial HVAC Loads Program Ocean State Htg 8~ A/C Neptune Beach, FL 32266-1798 6-4-99 Elite Software Development, Inc. Mansur Residence Page 3 I, Total Building Summary Loads Component Description Area Quan Sen. Loss Lat. Gain Sen. Gain Total Gain ', 3C Window Double Pane Clear Glass Metal Frame 665 21,696 0 31,999 31,999 '~ 91 French Door Double Clear Glass Metal Frame 208 7,057 0 8,311 8,311 10D Door Wood Solid Core 20 207 0 87 87 ', 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 3,022 8,162 0 4,460 4,460 13N Part 8" or 12" Block + R-5 1,896 6,143 0 2,594 2,594 146 Wall 8" or 12" Block + R-5 774 5,016 0 1,930 1,930 16G Ceiling R-30 Insulation 2,279 3,385 0 3,385 3,385 201 Floor Over Open Crawl Carpet + R-19 1,019 2,202 0 782 782 22A Slab on Grade No Edge Insulation 353 12,867 0 0 0 ', Subtotals for structure: 10,236 66,735 0 53,548 53,548 Active People: Inactive People: 5 0 0 0 1,150 0 1,500 0 2,650 0 1 Appliances: Lighting: Ductwork: 0 0 0 0 0 5,052 0 0 0 2,400 0 6,458 2,400 0 6,458 Infiltration: Winter CFM: 693.3, Summer CFM: 308.1 893 34,286 10,733 7,112 17,845 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 , Sensibie Gain Total: 71,018 ', Temperature Swing Multiplier: X1.00 Building Load Totals: 106,073 11,883 71,018 82,901 Check Figures Total Building Supply CFM: 3,231 CFM per squ are foot: 0.629 Square feet of room area: 5,138 Square feet per ton: 668.494 Building Loads Total heating required with outside air: 106,073 Btuh Total sensible gain: 71,018 Btuh Total latent gain: 11,883 Btuh Total cooling required with outside air: 82,901 Btuh 106.073 MBH 86 14 6.908 Tons (based on sensible + latent) 7.686 Tons {based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Friday, June 04, 1999 IYHVAC -Residential & Light Commercial HVAC Loads Program Elite Software Development, Inc. ' Ocean State litg & A!C - Mansur Residence Neptune Beach, FL 32266-1798 6-4-99 Page 4 '~ System #1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 198 6,460 0 9,333 9,333 91 French Door Double Clear Glass Metal Frame 80 2,714 0 2,418 2,418 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 1,166 3,149 0 1,721 1,721 16G Ceiling R-30 Insulation 1,697 2,520 0 2,520 2,520 Subtotals for structure: 3,141 14,843 0 15,992 15,992 Active People: 3 0 690 900 1,590 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 ', Lighting: 0 0 0 0 0 ~~ Ductwork: 0 1,246 0 1,899 1,899 Infiltration: Winter CFM: 203.7, Summer CFM: 90.5 278 10,072 3,153 2,089 5,242 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 20,880 Temperature Swing Multiplier: X1.00 System Load Totals: 26 161 3 843 20 880 24,723 Check Figures Supply CFM: 950 Square feet of room area: 1,697 CFM per square foot: 0.56 Square feet per ton: 750.971 System Loads Total heating required with outside air: 26,161 Btuh Total sensible gain: 20,880 Btuh Total latent gain: 3,843 Btuh Total cooling required with outside air: 24,723 Btuh 26.161 MBH 84 16 2.06 Tons (based on sensible + latent) 2.260 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets bath sensible and Patent loads. Friday, June 04, 1999 .- RHVAC -Residential & Light Commercial HVAC Loads Program Ocean State Htg & A/C Neptune Beach, FL 32266-1798 6-4-99 ite o are Development, Inc. Mansur Residence Page 5 ~~ System #2 Summary Loads Component Description Area Quan Sen. Loss Lat. Gain Sen. Gain Total Gain 3C Window Double Pane Clear Glass Metal Frame 377 12,299 0 17,393 17,393 91 French Door Double Clear Glass Metal Frame 88 2,986 0 2,997 2,997 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 1,856 5,013 0 2,739 2,739 16G Ceiling R-30 Insulation 445 661 0 661 661 201 Floor Over Open Crawl Carpet + R-19 I ~,u~y ~,~u~ u iuz irsz I Subtotals for structure: 3,785 23,161 0 24,572 24,572 'j Active People: 0 0 0 0 0 ~ ~ Inactive People: 0 0 0 0 0 ~, ~ Appliances: 0 0 0 1,200 1,200 Lighting: 0 0 0 0 0 Ductwork: 0 1,984 0 2,920 2,920 Infiltration: Winter CFM: 333.9, Summer CFM: 148.4 465 16,511 5,169 3,425 8,594 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 - 0 0 -- _ _~ 0 -- 0 0 ~---- Sensible Gain Total -- 32,117 Temperature Swing Multiplier: X1.00 System Load Totals: 41,656 5,169 32,117 37,2$6 , Check Figures ~ Supply CFM: 1,461 CFM per square foot: 0.682 f Square feet of room area: 2,142 { Square feet per ton: 616.249 j System Loads '. Total heating required with outside air: 41,656 Btuh 41.656 MBH Total sensible gain: 32,117 Btuh 86 Total latent gain: 5,169 Btuh 14 j Total cooling required with outside air: 37,286 Btuh 3.107 Tons (based on sensible + latent) 3.476 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary Be sure to select a unit that meets both sensible and latent loads. Friday, June 04, 1999 RHVAC -Residential & Light Commercial HVAC Loads Program Elite Software Development, Inc. Ocean State Htg & A/C Mansur Residence Neptune Beach, FL 32266-1798 6-4-99 Page 6 j System #3 Summary Loads ~ Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 90 2,937 0 5,273 5,273 91 French Door Double Clear Glass Metal Frame 40 1,357 0 2,896 2,896 10D Door Wood Solid Core 20 207 0 87 87 13N Part 8" or 12" Block + R-5 1,896 6,143 0 2,594 2,594 148 Wall 8" or 12" Block + R-5 774 5, 016 0 1, 930 1, 930 16G Ceiling R-30 Insulation 137 204 0 204 204 22A Slab on Grade No Edge Insulation 353 12,867 0 0 0 Subtotals for structure: 3,310 28,731 0 12,984 12,984 '. Active People: 2 0 460 600 1,060 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,200 1,200 Lighting: 0 0 0 0 0 Ductwork: 0 1,822 0 1,639 1,639 Infiltration: Winter CFM: 155.8, Summer CFM: 69.2 150 7,703 2,411 1,598 4,009 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 18,021 Temperature Swing Multiplier: _ _ X1.00 System Load Totals: 38,256 2,871 18,021 20,892 Check Figures Supply CFM: 820 Square feet of room area: 1,299 System Loads CFM per square foot: 0.631 Square feet per ton: 666.043 Total heating required with outside air: 38,256 Btuh 38.256 MBH Total sensible gain: 18,021 Btuh 86 Total latent gain: 2,871 Btuh 14 Total cooling required with outside air: 20,892 Btuh 1.741 Tons (based on sensible + latent) 1.950 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary Be sure to select a unit that meets both sensible and latent loads. Friday, June 04, 1999 ~tHVAC -Residential & Light Commercial HVAC Loads Program Ocean State Htg & A/C Neptune Beach, FL 32266-1798 6-4-99 Elite Software Development, Inc. Mansur Residence Page 7 Room Load Summary Reports System #1 Room Load Summary Htg Room Area Sens No Name SF Btuh Htg Nom CFM Run Duct Size Run Duct Vel Clg Sens Btuh Clg Lat Btuh Clg Nom CFM Zone Adj Fact Clg Adj CFM Air Sys CFM ---Zone 1--- 13 Bedroom 330 3.438 45 0-0 0 3,891 559 177 1.25 221 177 Suite 3 14 Master 418 3,941 51 0-0 Bath/WIC i 15 Master 458 8,196 107 0-0 I Suite 16 Master 266 8,219 107 0-0 Sitting Room 17 Bridge 225 2,367 31 0-0 - ----- - y ~------------ S stem 1 Tota4s 1697 - 26,161 - 340 --- - ', System #1 Cooling System Summary Goofing Sensible/Latent Tons Split i Net Required: 2.060 84%/16% ~ Recommended: I 2.260 77%/23% System #1 Equipment Data 0 2,272 454 103 1.00 103 103 0 6,125 1,458 279 1.05 293 279 0 6, 510 1,134 296 1.10 326 296 0 2,082 238 95 1.00 95 95 20,880 3,843 950 1,038 950 Main Trunk Size: 18x10 in. Sensible Latent Total Btuh Btuh Btuh 20,880 3,843 24,723 20, 880 6,237 27,117 Heatin S stem Cooling System Friday, June 04, 1999 k°N VAC - Residential ~ Light Commercial HVAC Loads Program Elite Software Development, Inc. Ocean State Htg & A/C - Mansur Residence j Neptune Beach, FL 32266-1798 6-4-99 Page 8 Room Load Summary Reports i System #2 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 6 Fami{y 360 8,858 115 0-0 0 5,730 1,067 261 1.05 274 261 Room 7 Kitchen 441 1,576 20 0-0 0 2,023 0 92 1.00 92 92 8 Informal 110 4,639 60 0-0 0 4,103 600 1$7 1.40 261 187 Dining Room 9 Study 266 3,481 45 0-0 0 2,863 367 130 1.00 130 130 Bath 10 Study 275 1,583 21 0-0 0 1,696 178 77 1.25 96 77 i 1 Living 333 15,300 199 0-0 0 12,736 2,090 579 1.00 579 579 Room 12 Formal 357 6,219 81 0-0 0 2,966 867 135 1.10 148 135 Dining/Fo System 2 Totals 2142 41,656 541 32,117 5,169 1,461 1,582 1,461 Ma in Trunk Size: 18x14 in. System #2 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 3.107 86%/14% 32,117 5,169 37,286 Recommended: 3.476 77%/23% 32,117 9,593 41,710 Friday, June 04, 1999 ~! F~HVAC -Residential & Light Commercial HVAC Loads Program Elite Software Development, Inc. Ocean State Htg & AIC Mansur Residence Neptune Beach, FL 32266-1798 6-4-99 page 9 Room Load Summary Reports j' System #3 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Laundry 105 3,385 44 0-0 0 2,175 321 99 1.00 99 99 2 Storage 247 2,494 32 0-0 0 879 145 40 1.00 40 40 3 Bedroom 255 5,409 70 0-0 0 3,691 712 168 1.25 210 168 Suite 1 4 Bedroom 428 10,799 140 0-0 0 8,008 1,500 364 1.25 455 364 Suite 2 5 WIC/Mec 264 16,169 210 0-0 0 3,268 193 149 1.00 149 149 hanical Room System 3 Totals 1299 38,256 497 18,021 2,871 820 953 820 Main Trunk Size: 14x12 in. _ - . -_-~_ f -- System #3 Cooling System Summary --- -- --- - _ _ __ - --- _ _ _ _ - ---- -- -- - Cooing Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh i Net Required: 1.741 86%114% 18,021 2,871 20,892 Recommended: 1.950 77%/23% 18,021 5,383 23,404 Friday, June 04, 1999 CITY 01:°" "r ~ ~~~-~~ ~ ~ ~~ ~,~~C~ssfic /3e~,~i - ~! (~atsc~a`~°G~'~ YYt.~.cz~- Office of Building Official ~'' t REQUEST FOR INSPE ION Date "" ~ ~ "~~ / ~7`~J Time Permii No. Received __ ~ r'~ J ob Addre Ow ality ame ~ ~~ Contractor BUILDING Framin CONCRETE ELECTRICAL PLUMBING g e ' ^ S ab'ng ^ Rough Wiring ^ Rough Insulation ~ Liniel ^ F nap Pole ^ Top Out ^ Sewer READY FOR INSPECTI~ ' "_ `- Mon. T s~ _ Wed. ~~ QlJ Thurs. Inspection Made - p U A. M. Inspector P.M.. MECHANICAL ^ Air Cond. & ^ ^ Heating ^ Fire Place ^ Pre Fab Friday A.M. Final Inspection ^ Certificate of Occupancy ^ Date ~l /~~~ ~~~~~s,~~~ eeCITY OF ~1~~~~ ~~ ~~ ~~ ~,-' n,~`/~wsN~c ~3~- ~Lall~lCs Office of Building Official REQUEST FOR INS ON Date ~ ~ ~ ~ '~ ~ Permit No. / a' S` S~% Time ~S" A.M. Received /~P-Ti .1 a ~~ ~ ~~; ~ ~~~ Job Address Locality Owner's ~ ~ ~ Name , ~ L~iY[.r2.G t~i.~ Contractor y BUILDIN CONCRETE ELECTRICAL PLUM ING MECHANICAL Framing ^ Footing ^ Rough Wiring ^ Rough ^ Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Heating Insulation ^ Lintel ~ ^ Fnal ^ Sewer ^ Fire Place ^ ~~ READY FOR INSPECTION Pre Fab ~" / J W ~ ~ 0. ~J Mon. Tues. Wed. Thurs. Friday~~ ,~.. vMAt. ~ A.M. inspection Made - ~ '~ P.M. Inspector Final Inspection ^ Certificate of Occupancy ^ /~~j / ~ /~/ "` ~~tL/ ! Date j/y~ /} i r ~ ~~~ turf -~ ~' .~. ,~ ~~~ _! --- L ~ ~ ~ ~-, f~~ ~,,, ~~ ~ __~-~-~r ~, .~-~,-~~ ~~~ ~ ~ . s ~* ~! r ~~ CITY OF , .~~"~''S ~ ~ Building Official - j~ ~/-~ °ffESTf FOR INgPE ~ N~ ~ ~ j ~~ REQV ~.~`~ ~ -~-._ permit No- ~ ~ (, ''~ ~M' .. y ~ ~r Date ~ ~ ' Time ~ ~.~ ~ocatiity Received ^ ~ ~ / "~ 7 2 G,t f . dress --- MECHANICAt~-~ Job Ad Co g1NG ~adT& ~+'~ ~~ "~ LE~RICAL ~, Heating ~ Owners " / ~ Fire Place Name NCRETE y'Viring , ^ To...~ p O~ ^ CO ^ ~~~Pole Pre Fab ILf U1NG _ r, gewer BU Footing ~, A.M~ - +~` Slab [ Fens ~ lintel INSPECTION Friday --~~- Re Roofing J REA Insulation ~ Thurs. U .x Wed. A M. /~ ~ / ~ • Tues. P.M. ~ Final Inspection ,/ of OccuPancY G Certificate Inspection a e Date I Inspector n/-11/~ __ //CITY O//F ~~~~~~ Office of Building Official REQUEST FOR INSPECTION Date / ~ '- ~ ~ ` y ~ Permit No. ~ ~ ~~~ Time A.M. Received Job Addres Owner's ~ > / ~ ~/ Name ' 'V~'v ~`'" Contractor _ BUILDING CONCRETE ELECTRICAL Framing ^ Footing ^ Rough Wiring Re Roofing ^ Slab ^ Temp Pole ^ Insulation ^ Lintel ^ Final ^ PLUMBING Rough Top Out Sewer READY FOR INSPECTION.--. Mon. Tues. Wed. Thurs. 1 ~ "•~_y~ . Inspection Made ~' © /~-'~'~ t y '~.1 ~ P.M. Inspector MECHANICAL ^ Air Cond. & ^ ^ Heating ^ Fire Place ^ Pre Fab A.M. Friday CITY OF y4~sslic /3ec~,~s - ~lozsd~ ~ ! ~'~ S' ~ Office of Building Official ~ ~~~ ~f2 REQUEST FOR INSPECTIONm ~~, ~~ Date J ~ ~, (Q `-' ~ Perm' o. r~ Time Received P. ° ~,~ ~ Job re oerality Owner's Name Contractor ~~~ ^~ BUILBtNG ~ ~ CONCRETE /'rEtfCTRTCAT:~ UMBING ~ MECHANICAL - r Footing ( O`----RengMltlirtt7g"" ~ ougfi-^~._. F-Coad_.8~---~^, Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Heating Insulation ^ Lintel ^ Final ^ Sewer ^ Fire Place ^ Pre Fab READY FOR INSPECTION °'~. A.M: l Mon. Tues. Wed. Thurs. Friday ~ ~ i A.M. Inspection Made ~ ~...._ ----- - ,._w-._,_~ "~ Inspector ~-- ~,~„_,~ ti~"1 $ CITY OF //II_~_` .~J~ Office of Building O icial +~ 1 REQUEST FOR iNS E N //// Date / / ~~ O /~ ~ ../~ /~>~~ (~___ _'--~ Permit No. _ Time !!~~ A.M. Received ~ ° ~ l~J P.M. Job Address Localit~ ~ ~~ ~C~ Owner's ,~/,~/~ / J // Name ~/ rte- r` ~ +\ ~~ BUILDING CONCRETE ELECTRIC L PLUMBING MECHANICAL Framing ^ Footing ^ Rough Wiring ^ Bough ^ Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole Top Out ^ Heating Insulation ^ Lintel ^ Final ^ Sewer ^ Fire Place READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday pM. Inspection Made - Z ~ /~ A.M. P.M. Inspector Final Inspection ^ Certificate of Occupancy ^ Date C/~1T~Y~~°F Building TION ~ ~ () °VEgT FpR IN P ~EQ Permit NO' rt ~ w~ A.M C:- pate Received .~ ~ clot Address contra fob ELEC f FtIGAL pWne ~ Rough rNirin9 Nan' ~emP Pole 1L~1N Footing C 1 gU r _' Slab - Re aoofing r= Lintel Insulation Mon. InsPecton Inspector - n..-:. TOP Ot $eWer C M CHAr11CAL Air fond. & "r}ea64 ace n pyre Fab .M~~ Friday --~~~_ Final Inspection C ancY C ~ertitlca<e of ~ccup pate F~na ~caDV FDR INSP~~ICN Yhurs• //CITY OF ,~/~ ~~, ~~ ~~ Office of Building Official REQUEST FOR INSPECTION Date ~`~ ~ ~ Permit No. Time A. M. Received r~ / r P.M r "~ ( U Owner's Name _ Job Address Contractor V i~'~~-~ BUILDING ~ ~ ELECTRICAL ~ PL.t7rt~BING MECHANICAL Framing C ^ Foo' ^ Rough Wiring ^ Rough ^ Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Heating Insulation ^ Lintel ~ Final ^ Sewer ^ Fire Place ^ Pre Fab READY FOR INSPECTION ~ _ (~~~ ~,, Mon. Tues. Wed. ~ Friday , P.M. A.M. Inspection Made `~ ~ pM, Inspector ~"'~~" Final Inspection ^ Certificate of Occupancy ^ Date CITY OF 1Q,G/~il~lC /3~ Office of Building Official REQUEST FOR INSP CTI N J~(j' - ~ ~~ ~ J((~ N L Date V Per t o. Time A.M. Received P.M. ' ~~ Jab A dres Owner's /~`f//~ Locality E ) ~-- Name v t~~ r Contractor L~ BUILDING CONCRETE ELECTRICAL UMBING , MECHANICAL Framing ^ Footing C; Rough Wiring ~ ' ~ Air Cond. & Re Roofing ~ Slab ~ Temp Pole L Top Out iJ Heating Insulation ~~ Lintel ^ Final ^ Sewer ~ Fire Place ~. Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday ~ A.M. Inspection Made _ ^ P.M. < Final Inspection C Inspector Certificate of Occupancy Date CITY OF ~~ ~~ _ >dt~ ~~ Office of Building Official RE4UEST FOR ~NSPEOJ'ION Date ~ -~ ,. Time Received q Permit No. i~p ~~~~ cam`` c7~ ~ Job Address ~,yZ Owner's Name cality BUILDING `~ .~..,._ CONCRETE t } Contractor Framing ~~,,...- ELECTRICAL Re Roofing ~ insulation ~ Slab ~ Rough yyiring ~ pU1MBiNG ~ Lintel ^ Tem p Rou h MECHANICAL p o1e C g G Final Top Out Air Cond, & ~ Sewer ~ Heating Mon. ~ READY FOR IN3pEr~lON ~ Fire place Tues.i Pre Fab ~ ~~ Wed. Inspection Made ~< /'* Thurs. Friday inspector ,j{ ~ A.M. ~~--P.M. - PM. Final Inspection ~ Certificate of Occupancy O Date v ~~~ n,fit- /nCITY- O/F // ~ ~ ~ ` ri~~ I.sPGCiI - _Ti Office of Building Official REQUEST FOR INSPECTION Date ~~ ` ~ ' ~ ~ mit No. Time ~ A•M Received i9M: ~ // Owner's Name Contractor BUILDING t CONCRETE 1 ~ ELECTRICAL ' PLUMBING MECHANICAL Framing ^ Footing Rough Wiring Ci Rough ^ Air Cond. & ^ Re Roofing ^ Slab ~ Temp Pole ^ Top Out ^ Heating Insulatio~~ ®~^ Lintel Final ^ Sewer ^ Fire Place ^ ~ Pre Fab ~~ READY FOR INSPECTION Mon. Tues. Wed. TJ~T5. Friday +Z ~ c~ A.M. Inspection Made J PM. ~,~~ ~,. Final Inspection ^ Inspector Certificate of Occupancy ^ Date CCI~T/Y~/1O//t/F Y ` / 1wYI~IIV /r ~MV~I ~ Office of Building / ~s REQUEST FOR IN; Date +r//'~l/~ r~ Time _ 7/? A.M. Received ~ ~ P.M. ~~~jOU %7~x, LGJ ~o~'~ ~~ D ~J71x-1 ~ U. Q G e`G N :tf~loe ~.~~-messo-~~flS 1~~~5"~ Job Ad~ess ~ ~%~ „r /` Locality ~sCJ _ Sid; ?'7 Owner's Name e~!~ /~ ~~5 rif to Contractor ~ „ ILDING ~ CONCRETE ELECTRICAL PLUMBING MECHANICAL Fra ^ Footing ^ Rough Wiring G Rough ^ Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Heating Insulation ^ Lintel ^ Finaf ^ Sewer ^ Fire Place ^ Pre Fab Mon. ---.~, Tue READY FOR INSPECTION Wed. Thurs. A.M. Friday P.M. ~ ~~ A.M. Inspection Made ~ ~ P.M. Inspec or Final Inspection ^ ~//~~ ~ ~ 11 -_.Cettificate of Occupancy ^ G/T/' ~~~~ j Date ~/ cS'rrG~~~~ ~ ~ CITY OF tj ~ ~~ Office of Building Official REQUEST FOR INSPECTION Date ~ ~ ~~ ~ ~ Permit No. Time A.M Received P ((( Job Address ~ity Owner's `/®~ Name ac BUILDING CONCRETE ELECTRI PLUMBING MECHANICAL Framing C~ Footing - Rough Wiring n Rough ~: Air Cond. & Re Roofing L Slab - Temp Pole e Top Out - Heating Insulation C Lintel _ Final Sewer ~ Fire Place C Pre Fab READY FOR INSPECTION .M. Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made ~ P.M. Inspector Final Inspection Certificate of Occupancy C Date _ ~~ auILDING AND zoNING INSPECTION DIVISION clly o~ nTl~nlvTlc ~~nct~ Art.ANrfc aAr,N, r~on-n~ aaa~t ApPLICATIC)N FQR M~CMANICAL PERM11' CNL~.{N NUM©ER IMPORTANT --- /\pplicent to complete eN items in sections i, II, 111, end IV• LOCATION s-t..c ~ddr.-t: 1•lu-•tling Skr•I-: 6•Iw••n And IUILDING ~~ Sub•dl.irien ~o~-r r r II. IDENTIFICATION -- To be completed by ell applicants , (n tonr~d~nr~on of pn.mU di..n (or doing 1h• wer4 •t d•tcrib•d in fh• sbov• tt•~•m•nl w• Mr•by •r1r•• fo p•rtorm t•id woil in eccordnncn with rh• •rrec-t!d p:•nr end tpeci(ic•ront which sr• • p•rf Mreo( end in •ceordsnc• wish the Cify of Jecltonvill• ordin•ne•f and flenderdr of gocd p~•c~ic• lit~ad fMr•in. N•«.• •( -./•ch•nic•1 C••k•c(er (-rinl) • `^-~N~ Q' ~f~ Gnh.elsn M.d•r /~ C /~'1 c® ~ /p N•tn• •/ h.rrFy Orn•r S~ Sh••-vr• •1 O.n• ' Slgn•lur• of w A,rlh«la•d Aq• Jlrehlhel er Engin••- tn. ~ r` INt~Oa u N . , . /,• type el A••fing •l; '~""~--..._,..~_`_- H. ,..,~+ yJ ~~^c f 1! OTN[I! CONlT11UCTION •tlNa OONt 0 TNI! IUILDINO 011 llTt 1_ ^ 6.~ - (] lT ^ N•lvnl ^ C.nfr.l UNllfp O Og 11' Vtlt OIVt NUMg~4,1r J~~IUCTION ^ oN....-. sp.tih 1 V. -NdtM11C~1 pUNMEftT TO t1I INfTALLW NATUIIE Of WOIIK ,1rs~r:d• cettrpJeN JHI e1 cer++pew•xh ee -•c# el Ih{• (enhl Neel ^ 3p•c. ^ R•~ur•.d Cenle•1 O /loa j~Reeldentlrfll or L7 Commerclel !~ New Bulldlnp f~l'` /1:r Ce.~rlio.;w~; ^ Itoe,n, C.RIr•) ,,~ U Exbltnp Bulldlnp ~ ^ O.rcr iys-•wr: -1•-a:. -~~ - ~ hl,tel,,.~ ^ 11:plec~m.n1 0l •xlNlnp eyele-n , /d•,rirwww e•p•e(N e.l.r•. New Inelellellon (No eyalem ptevMu•ly I~.l•44t,ri) ^ Il•Ir:a.r•1:ew O Extenelon ar .dd-on to exlellnq eyelem ^ Cooling 1o..er Gp•cify ~• ~•v CJ Other -- 13peClly _~_ l~~ ^ Fif• •~rrnkltxt: NYT~f ~ b..d~ _._.___ ^ E~..-.,e. ^ N.~lill ^ >~.I.h» ~~~••) tNls ~-~ct roll omct uH oNtY p s••eun. ,,,~,;,. (rwmb.r) ~R.+etw11 Q Te„I. (nvmb.r) ~MNtIq ^ ~/ bAhiMl~e IIIYTbN) ^ U•1'ired o+wtvre re••M LIST ALL EgVIPMI:wNT All! CONINTIONING AND REFRIGEM110N EQUttMLNT Tfua+~ar Vats. T).ecfrtptlew ACodet NuenMr fi[anuhotw^e! ('!<low.jr A~~ ~r~'t l Eca~ t i ~ C~~ li1:J-~ING • FURNACES, BOILER3t PIREPLAC>eA KumMr Vans rlptbw 7io~11Nurabe* ltaw~dtuak'dt:Mr C(~ A~ta>s i J t .-- ~. ~ 1 3 TANKS („- 'TCzT.'3L. Rew f(enr > ~tn.J~~s~r C7ontaul ~Ad Nawe e~ criatl Appror{n~ 7[aac~h~otmhr No . »e~ Mar-31-99 03:17P P.Ol BUILDING AND ZONING INSPECTION DIVISION CftY OF ATLANTIC BEACH ATLANTIC eHACH, FLORIpA ~ti33 APPUCATiON FOR MECHANICAL PERMIT --CAI.~.fN NUMBER IMPORTANT -Applicant to complete ell items in sections I, II, III, and IV. 1. LOCA O 5lnet Addrel,s: C~Z I Q rQ~iC!~~,,4,~r~ TI N ~~ inlerNClinq Slreah: lietween_ ~C'~r~~IL -. And lUIIDING SYb•division II. IDENTIFICATION - To be completed by all applicants In considerelion of permit given for doing the work es deuribed in the ebo~e slelemenl we hereby egree to perform seid work in eccordence with the allecl~d plena end speciiicefions which ere a pert hsreol end in eccordence with the Gly of Jecksooville ordieencee end sienderds of good precliee tilled Therein. Nsrne of M•e6enieal Centraet•r {hisstl ( S Qj~ i T10~1 1615 Jc• Centreelors Mesler ~ ('(~(~8~2. f N•T• O~ /f•p•rty Own•/ / R~S - ~ _ Sigeeh-re el Owner a AYfAerieed Agent Signature •t Mehihel er Engineer 111, CENER/11. INFORMATION /1' Type of Ilatinq fY•I: B' IB OTNER CONSTRUCTION tE1NG OONt ON ~~~ THIS lUILOING OR SITE1 Q 6•e •~ ^ (•- ^ NstYr•I ^ C•nirsl Uiili}y IF YEE, GIVE NUMBER Of CONSTRUCTION Oil PERMIT p otti.. - sp.~:y IV. fMtCNANIGI. EQI)I-MWT TO 1E INSTALlEO {fervid. e:ensplste lief of eenspon•nh en back of tike hnnl NATURE_OF WORK Residential or U Commercial Nsat ^ 5psc• D Raeeepd ~ietnil ~ t~oe- O New Bulldlnp ~lUr Ceedstieninq: ^ Reorn ,~-"Csntreel C_1 Extsllnp Building ~QJ'~4Yet Syehln: Mshtiak Tiltel--•• M•eirnYn+ eep•cilr at,nl, U~/Replacemen! 01 exlatinq system X~ rJew inslallstlon (No system previously lnslslledl ^ Exleneion or add-on 1o exlstlnQ system R•friq•ratien ^ other - Specify ^ Coaling tesr•r: Capseity q•P•r^• ^ i+n eprinli•n: Nvmb•r of h•sd• - ^ Efwsler ^ Mslsfift ~ ['] Ese•1•ter {"Yr"~+I THIS i-AC! IIOR OFFICE VSE OffLY ^ 6seelln• pYlr+pt - tnuml»rl {R•eelned) ^ lsak• (eYlnb•rI R•ns•rie ^ fJ6 oeatsln•K~._-{aYnlbe/) /•-nnii /lpprevd by 0•ta (] Mlle+e Q ~r ~ Sp•eify ~•rmit P•• LIST ALL EQVIPMENT AIR CONDI'i'tOMNG AND itEFRIGERAT1aN EQUIPMENT CaplcltY A rhrlej ~ Iiwndar Vdt. I?MCdption RtodN Number >rtanutsctitrar f ) e7 ~ S~r•J ..IiT ? II~ATING • FURNACESr BOILERSr FIREPLACES A~-ro~rs~ ~ tr a > rv ~-s~- ?ilwesbtr VNta i)aacrlptioa ]to0a1 F1'umber >ttaaulaattitrr ( ) ~f (~ ~v-nl 0 4ov v TANKS i'iew 1[any Nese:los11 v.t>.IClt7 't'Yw IAquda •a4 Dlmeadans Contakelad Naeeu a ~~ ~1PPrO`'1n6 I~iaautaotarar No. nc~ BUILDING AND ~ONINC~ INSPECTION DIVISION CITY OF ATLANTIC BEACN ATLANTIC BEACH, FLORIDA 32233 APPLICATION I"C~R MEC~iANICAL PERMIT (:ALL•IN NUMBER IMPORTANT -Applicant to complete all items in sections 1, II, III, and IV. LOCATION Street Address: ~__ _.' L IC. f ~ ~...~ \ ( t..- V ~~ OF BUILDING Interseeting Streets: Be w n / "~' And ~~ ~ ~ ~ `~ Sub-division -"Y ~ ~ ~~,-- -- II. 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 ettect~ed plans and specifications which are a pert hereof and in accordance wi{h the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical ! Contractors Contractor (Print) ~ l Mesfer Name of Property Owner Signature of Owner er Authorised Agent ~ Signature of Archi{ect or Engineer 111. 6ENERAI MfOitMAT{ON ~ ) A' Type of h•stinq fuel: [] [-JaC}ryc i B. IS OTHER CONSTRUCTION 9EING DONE ON THIS BUILDING OR SITEt ^ Gat - ~ LP ^ Nefvrei ^ Centrsl Utility \ IF VES, GIVE HUMBER OF CONSTRUCTION ^ Oi{ PERMIT ^ Other - Speeify IV. AIICNMJICAL EQUIPMENT TO ~E INSTAI.l.EO NATURE OF WORK (Provide complete list of componenh on beck of this form) Residential or ^ Commercial ^ Hset ^ Space ^ Reeessed ^ Central O Floor New Building ^ Air Condrtioninq: ^ Room ^ Gnlnl ^ Existing Building ^ Duet System: Mehriat Thickna:• ^ Replacement of existing system Mssimum eapecity c./.m. ^ New Installation (No system previously installed) ^ Rafrigantion ^ Extension or add-on to existing system ^ Other -Specify ^ Cooling tower: Cspscity q.p.m. J klart: Number of heeds ^ Fi t ri - re p n ^ Elwator ^ Manlift ^ I:suletor (numbs) THIS S*ACE POR OPfICE USE OIVtY ^ Gasoline pum;x (number) (Raealwd) Tanks ' (number) [~ L.P'G contains (number) Remsrks ^ Unfired pressure vauet ^ Ieilen Permit /lpproved by Ds~ ~ OfMr -, Specify Permit Few LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT NsunberUnitw Deecrlptlon 1v[odelNusssber lr[anufacturer ~)y ~~j,~ HEATING -FURNACES, BOILERS, FIREPLACES _ ~ y Number UnILe Desscrlptlosa ][oriel NtLnber a[aautacturrr S 71 j,'~cy ) (7 Do O TANKS )taw Many Noettlnal Capacity Type liquid sett IHmebdon~ Contained Naau oI Serisl Ap roving ]Sanutacturer No. ncy