The URL can be used to link to this page

Permit 1488 Laurel Way (vault folder) BUILDING, PLANNINGAND ZONING INSPECTIONDEPART,NENT CITY OFATLANTIC BEACH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: Building Permit Number: Address : l-1 CJ tJ L'aL''1 Lezal Descriction: Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation : q. (�, required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Eire Public Works nr,ing l� 3' �l� ��' Z) 'Z- auilding --7 1. t" Ft DODPT A Thi DFHEL QTTV IN-FORMATICI� Location::_ ' Laard kLo-- Type of Development: 1 V w 11 L�� Flood Zone: - I` ��+ Rested Lowest Floor Elevation: 011, 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 estabiisbed for that zone. No final inspection will be made and no certificate of occupancy wyll be issued until the survey is on file with the Building Department. COTVDd TS: Applicant Acknbwledgraent: I understand that the lwuance of this permit is contingent upon the above information being, correct and dhat the plans and supporting d=have been or sbaIl he- provided eprovided as rewired. I agree to comply with ail applicable provisions of Ordmaace No. 25-7-11 and all other laws.or ordinnces affecting the propos development- Date !o O I Applic�'s S' L/C// Depart Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Buiiding Departm= Bin1diag Department Representative Mar -27 . 2003 5:25PM BESTCON, kc- 0 ROM :CLApSON & ASSOCIATES FAX NO. :904 3% 2633 Mar, 27 2063 04:03PM P1 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.S. No,3067_0077 NATIONAL FLOOD INSURANCE PROGRAM Expires ELEVATION CERTIFICATE Int rtant: Rand the Instructions on pagark t -T, SP-CTION A-PROPERTY OWNER INFORMATION Par insurance Company Use; R'S umber Daniell C. Hoesch *WW"MEp l-AuORESS(hdu ft Apt..Ural,Slim.ardor 04 No.)OR P.O_ROUTE AND BOX NO. Comparry NAIL Ntrlrlber 1488 jdU Wa Atl intitr Beach FZ 32233 vmroprTj OE , W drnpWatirdsa e sN`e'er' a"pw"Number 60WD-rr+Pro..ere I NowwWWON,XORi.Awasmy,at. Use a cera,it necessary.) LAATITUDF-WM TIONAQOIYTAt TUM' PSype)' . ( arae■-tiro-tat tla<'or A N W) L_I NAD W t_„1 NAD 1983 L.I Lacs aLed Hep l._I outer, SECTION 8-FLOOD INSURANCE RATE MAP IRIRM)INFORMATION 1,Nr-P t XWVM1Y NAME b OOWUNITY taiMBERwEw4ry NAME 83,STATE Atlantic A ach _ 1 Dn' 5_ ._._.52>z AtAF' 137, FLOOD' PS9.t)ASE l D E ! NUM9EEt DATE EFfLCTIVEIREVISED C 7t1NE(S) (2ara AO,u�ct dopM ortlotdingj 120075-0009 D 4117/89 4/17/89 . . & X 6' W.Indicate the source of the 9sltDe Flood Elevation(SFE)data or base flood depth entered in BO, )_I Fi5'PreAlo IX,.I FIRM L_L Comm rilty Determined l.--I Other(Dsacrtbo): _ 811.indicate the elevation datum used for the 8FE in 48:1_1 NGVO 1929 I_L NAVA 1588 I._1 tither(Describe): W2.to the building located In a Coastal 9artier RtaWMes System(CBRS)area or Otherwise Protected Area(OPA)9 I_I Yes +XI No Designation 000 SECTION • Lt)NG ELEVATION INFORMATION(SURVEY RFOUIRED) Cl.Building eltv4aflont are based on. I_IConstn dlon Drawings' I_ (Building Under Ire ,trvctioe (Flnishcd Constrvation 'A new Elevat1ion Clirtif"e will be required when construction of the building is complete. C2.Building Diagram Number 1 (Select the Molding diagram moat similar to the building for which this certificate is hoing nnrnpleted.eoo paywr 8 wid r. Jr no diagram accurately represents the building.provide a sketch or photograph.) C3.Elevatiom–Zones A4-A30,At:,AH,A(wall SFE),VE.V1-V30„V(with BFE),AR,ARIA,ARIAS,AR/Al-A30.AR/AH,AR/AO Comploto Items C3.&-i below atxortitng to the bulliawg diagram specified in Item C2.State the datum used.If the datum is differem ftom the datum used for the SFE in Setalon 8,convert the datum to that used for the SFE.Show field measurements and datum conversion ralrlsdadon. tree the epooe provided or"Ca9nalarnts area or Section D or Section G,as appropriate,to document the datum ctuwert:lon. Datum__ t oovemioptt?omments Elevedon rP_it+t—a mark used l(Oee nrs Does the elevalkni rarurence MIX useC appear on the FIRM? I,-,_I Yes lyl No Q la)Top of bottom floor(Including basement or enclosure) - _�_�p;p_ft.(m) O b)Top of next higher floor IQ r� h,(M) a t7 c)Bottom of lowest hotllontal structural member(V monk&only) :a 13 d)Attached garage(tap of slab) U e)Lowest elevnWott of machinery and/or eropment tt servicing the building(Describe in a Comments area) 9.2_. ft(m) s O f)Lowetit edjwm(finished)grade(LAG) 8.5 ft(m) 1 a 9)Wighod a lacent(finished)grade(HAG) 9.1 fL(m) 0 h)No.4 pernwawnt oper"s(11000 vents)within 1 ti above s4oent grade n/a 0 t)Tfr4al ural of 00 pervasnantopenings(flood voi t)in C3.h nja sq.in.(sq,ora) SECTION 0.52TE05 05 St GINEER,OR ARCNITWt CERTIFICATION Thin cortifieatWn is to be signed and walled by a land surveyor,engineer,or archiioct auduu t od by taw to certify elevation inrorrnallon. I ON*that the itrbommHon In Seedwiv A.B,and C on(W$Ce►1115cate repraserrts my best efforts til interpret Um data availabls. I arldealiuid thetlpy felae staternept mey ba by&Le cri7 arfaonroant under 18 U.S.Code.Seotbn 1001, � Jose A. Hill Jr 1 TITLE rro€essional, In Su v & Ma avrWA-14.7 ,E cnr–iaC�g_. e�St�_ R> rC arson & Ag ging STATE 1643 Naldb Avenue 3aaksonville F 32207 DATE F7 200 HONE 9 04) IM'MA tnm.it1-Rr ^^14 GF R1 F�1R/'.r1N'TIAIt 14YIAM Q6:04 A(`CR 41 1 DRFkrlt111R PM 1 AtC RP,CAiVpd limp Mar .?7. Fi, W -23 . 2003 5:26PM BESTCONI i �c - 0 FAX ta0. '•904 396 2633 iMar. 27 2003 04:04PM P2 FROM 'CLARSON RI ASSOCIATES ~— IMPORTANT. In djeas ftftgwa.M thrr eaffeelsarmUnp Inlenrm0en hoar Section A. Ter Mtarr MM Cavwww Na: 91JItl�IWCi f +d'9 .tJktit. snEYe eto•t OR P.O. e►oligr Nr= 1488 Let T wa Atlantic Beach rL 32233tco +ar _ — �CT10N p OR,gyp .OR ARCHRMT CM IIFlCA7IDN[t=N'�!E! ) - — — Copy ttath Was of(itis GMei &go n Cer dkm a f w(1)omttnnvr&y dfiiaat.(2)Mtstranoe opMb ewtMV.end(3)MIbrnfi of ww. Referaftas Bench Mark it - ut on NortheaMt Zen flaaag kglt hydr�ank at LgLt rsection .Aj JB91mi nt,,Stre,,�,,,_ e__LOUS Riad of rµ .sLj Check here If o t dwnents 3EC nON B•l4UAM"tsLl':1fA7MON!*N~TIOM(THEY NOT REpUMD)FOR ZONE AO AND ZONE A(WITNOUY BFq Fqr?ane Ali and Zona A(wVwut*M,Pn 10 11 nsnw E1.that{ph GL b 1M E1wnthn CerfDfaeb b ihtandod Mot ode as supper" ink maUm bM a LOMA of LOW-F.Section C moat be aotrrvleted. Et,built"p"wh Number (Seled the buldhV Jlegsam most ai rAW to the buitd'urg for Mich this aeffl&a(d b b*v comptebfl- see payee,a Md T. If 10 di ofd L amsately retrcnesnta the bU Wing,orovsio a atwtch ar pewwyraph.) E2.The too d the botlail Hoar(trrduding beaetttettt or enciasm)of tine btMOV IS LAJ R(m)1 _L__p •(cM) L..1 above or U be+dw (ri+ectc arra)ter.MOl+..1 ea)aoore grade. (use rrewrat geykta.It ewltabte.) E3.For&Mf�OtagM"64 with opertntya(see pegs 7),the next hWw floor or elevated Door(slevatim b)of the binding is 1...1_.1 R(m)(_L_ %,.Jgm)abotie the hlanast adp rit grade. Complele Items C3-h sed C&I an(toot Of form Et.Pw tats AO only. !T no food dept mnber is wmlebie.is d*Wp of lt*botlam Door eimW in roaordww wM the t anmunity's _qwMAorrlhtet�pt? Yes Lj No 1Jdroown. The best vtfitral Muid oft dtit Irft., in Section 0. SECTION F-PROPPRTP OWNER(OR OWNER'6 RIMMMENTATMM CERT1%QATION The property owner or*"or's authorized repmeentetive who oanrptelas Sections A,S.C((teras 03.h and C3.i orJyt and E kir 7me A t;tea s FCM^-;ssuW ur eomnr XvV4wMG sFE)or Zone AO mast aipn hem The statement In Sodforls A.S.C.and E erre MY00 to >rie ts'ssf d nt ltnou+ed oA rr� rr�. ■.■r�■�■■f ��■rr�r.+�r�r.�.r.++ww■r�.��rr+�+ Check hem tf sttl'chmeflts _ SPCTtOM C•COWAU"TY IWO MY1AT10M 4OPTat)MAL.) 710 feat oftlet who is authortted by taw or ardvw=to edminister the comrR pWa floodplOn awnegement ordinance a a ntplete Sedkm IL B,C(or ax).and O of this Elevation CerliflCete. Complete the applOW ttem(s)end tiyn below, Q11.j,,,,j The i dom"m In Sactloo C writ!foot km o0w dooutttarrtaioh that teas been srynad and en bossed by a it"wed fsrrvarx errgturw..a er oteaabv is A&Mt Md by st"or total law m M*ole *V"k*maoom (Indiana Ore(scum a and date of the eteva9 a flats M dw Comnants wort bst*w.) G2.L A A ax wMft OfftcW oolapieted Sakilon E for a bwUng located in Zeas A(without a FEMA-issued a oolnmu"ItYA sued SPE or Zeft AO. 03.Q The Mooktg Won. (Mm C44M a p wAdwd for aomntutdfy fuadplain MUMPMA PaPoses- • ttitltht� Gl.YttiawM+i lrsa base►feared tor: j_.1 Now Con*udlon 1*Pwon" Cif.19 L oftrl at ssAt lt', t f ear(fare is of raenar4 of to bu MW4 MI ........... (M.SPE or{th?Ane AQ)ttepfh of 11oodit0 eft the bu*bq Ilea is �,.._• it{{n)t�eta+t:_._ UATE r ■r�wl■ ■ rr+r - -- - -' Ghecic Hera it attachm t9 Received Time Mar .21. Mar-27. 2003 5:26PM HUM, 4u- N0.35H P 4 OM :CLARSON 8. ASSOCIATES FAX Nd. !904 3% 2633 Mar. 27 2003 04:06PM P1 MAP ISFI(31f�ING BOUNDARY SURVEY OF LOT 8 AS SHOWN ON MAP OF HMDEN PARADISE AS REOCRDED IN PIAT 600K cm, PAQC3 9T T RCU%# 9/0 OF TK CURRENT PUBLIC RECORDS OF DVVAL COUNTY, FLM10A. C SHONAI ON RIOH7-4F•-wAT LUC HEREON IS AS SHpNN ON 1H MENW NED PUT. ELfVATIDW$ ,A *0'M TO NATION&WODEft VEXfICAI, A RTTFIED TOTO! DANIEL C. A HBATIMR A. MOF,SCH COUNTRYWIDE ][ONE LOANS, INC. OLD REPUBLIC NATIONAL TITLE INS. CO. DEBORAH W. TAYLOR, ATTORNEY XT LAW r � i L O T 1 5 L A Y T 1 I I N01'11'11"W 75.52' 10'PRIVATE DRAINAGE EASEMENT- ------------------- ASEMENT— -...---- ...- I r , !'OT•'8 I •8'aR1E aW TILL WAI L h 1 , 1': IfOeFfo c`OiwlL�t'nA�4+,.` atrE l " ft� yON � .. Q J-9' a W V Y. 2 STORY FRAME DWELLING ' 13" EAVES I O FtN FL EL(tO.Oo) �O I ¢ 7TND STORY FIN EL(19-i�) F S ( O o 6ARACE FIN FL CL (93A) r� ��Ip ��yy 4(4as . d i o Eu d b �� 7�, s -RDOFENTRY Q U LdP, tt.t • 0 Of Ld �T.It- JEA EANFN1 _ �. 5'sy1;�• t'•'x:. Q I 704) • f.�i'N tOOi S01*11'11"E 66.89' ;WX20' JEA EASEMENT w/uNOt:NW,Ou"O ELECTRIC BOX LAUREL. WAY (50' R/W) MAL 3URVEY: 2-37— 3 NOTE: fOUNP ALL IROW EXCEPT AS N 'IED OUNDAM04 SURVEY: 12L-5-2002 NOTE: FOUND ALL IRONS HCERTIFY THAT THIS"WY.PERFORMED UNDER MY RESPONSRILE DIRECTION MIXTS TFIE LEGENQ. IM INNICAL STANDARDS FOR LAND SURVEYORS IN AOOORDANOE WITH CHAPTER 61017-6, FLORIDA i Ft11NA t ONp,Ilfi M N7 AOMpq$TRATIVF CODE(PURSUANT 70 SECTION 472.027. FLORIDA STATUTES), AtvO FURTHER CERTIFY THAT • t/7'r NO MOM tlbs TKU ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPPRTY Fxr.FPT AS SNONN. 0 1/r s I tYn. L j l"4 Nom,• rAE LOT ZURVCM NEKON APPEARS TD UE W7HIN FLOOD (URSM mo ASSIMIAT S, NC. dDQ .E a"� AS WALED"MM,PIE noon WSIAANCE%kn iW NALDO AW-rAOtsDNwLtE Fl.3X301 cN "'w MAPS C%4WTY PAM NQ 120075 MD,DATED 4-17-69. P-c qqqqEE[[ nxtE P I, OF SURVEYED acjQeVR T l . 2042. � 4 SCALE: I" � XV ""FFL L AL a vetu4t HELD COOK NAGE 55 4%on-No A n a rnna,l - L .Zr JOSE A. HILL, JR. Received Time .Mar.27.. 5:22NwimimIII vi xITrwim"+.Pwmxyma-c: L �d0 S�Sb ►' Mar •27 . 2003 5:25PM BESTCON, 9484 Laurel Way AHanlic Beach FL 32233 Phone: 904 246.3747 BESTCON Homes Fax:904 246-7126 hilt?A FWI fixx AM W.If V TO, FOin bathO:S Pages indudIng cover page RRC add M 1499 d pleas!R,ePgfs g`Mrftrd U)CoslsttlNtb t/YA rX� HAVE A GREAT DAY! Mar .21 , 2003 5:45PM BESTCON, inc. No-3542 P. 1 Mar ..,3. .i.;ar JGA/.-_-*uu.r uuv' Gtr. 5t Aug. 904 829 lllb P.01 SOB y 2222 A OrICMG " 2222 4, ISFG 2230 A (Im elf Flashing Glass) 2240 pacCurb Mount Class) Y246 7525 A Sclect the im act Curb Mount Glass, 2525 A Select the impact Self Flashing Class for for sante 2633� p suiutble for use on any rypc roof with a raised 2533 applicarinns :rr our FCC: Series with the impar-Y 25492549 rating. The 1SFC: includes a Std level of 3030 curb, including metal, The ICMG includes protection incurE+orating, g high impact 3048 a3rdkvelofpretretionineorpordtingahil;h 3030 pnlywrbonatc lases This additional pt»tertiun 3333 protection polycarbonate layer. "1-Itis additional 3040also adds insulation valor with a wood litter. 5S/z" prorcctiun also adds insulutiu�t v.tuc with a 93,3 3349 rg348 A+c_,� Lr-��- —�--^ ::;.r---..""-� 4646 wood lines Rcquirrs self-built curb. 3 Marr-D,raa ApoonvAt 002-0618.06 i 4949 MFTRu-Dain Arr►�travnc #02-0729.07 4646 JOMDCMA 1414.0 A 2222 (Metro Dade-Curb Mount Aluminum) 1422•■A NSF 2230 0■ t 1430 0■A (Hurriranc Self Flashed) T!<us impact rated cluulile du.ue skylight 1446 0 @A I1Sr' iY all impact rated doubly 2246 • ■ works well on any type roof. ML)CMA dome skylight that comes ready to 3046 0 E installs over a self-built curb to provide a 1919 install without the need of built-in leak-proof cap. M f)C:MA has been 2222*■A curb.Select.I iSF for approval in Metra 3636400 approved for Metro Dade building curies 2230•E A Dade building code areas. Comes with 4646 0■ and can he ustd in ANY wind zone. For 2236•■A an attractive bronze aluminum application srizcs up through 2146. 2246•■AL framc. 5!,�" curb, I1at FlinKe. Mzrpo-D,wL,APPRov4L 400-0224.06' Mr.7wr)•DALm Apmvtt +#01-0620.04 r` STTiCM (Sun-Tek Tube-Curb Mount) OCMA-D T19)(Curb Mount Aluminum-Dade) >• This impact rated double dome skylight 3046_■ Choose rite STTCM for curb mounted works well on any rypc roof. LMA-t1 installs a[�phc�t►t►ons. The CM Tube has pursed the 3069 0 E must stringent wind 1St impact rests of any 10 <A over a self-built curU to ptuvidc a Icatk-proof 3636 product on the market.,. in excess of 270 14 • cap. CMA-0 has been approved for Metro Dade huildinK codes and can be used in ANY 464608 MPHI ('lb meet Metro-Dade approval, the 21 ■ wind 'Luw►c: 11or rpplic:arihn sixes 2269 466900 A curb must be built ac_enrding to building through 4689. �4689 0■ code rcquimmenrs.) M,'rRn-DA,v.c APPRamt 00-1024.03 Mr-rAv-nanE Aj ive Yat #.99-0823.03 �tJ"lJOA(:an ship Pod Ex/ UPS / l;rnsW inncr domrs nor imulable•Ocif ourer domes wx u+,JIAWc �+.styyrn,t,Mm v e d Time d a r , 2 7•,, Sun•Tok.com•.m.xt WstoMerSefvice*sun•T@k.cum CITY OF ATLANTIC BEACH p1! 800 SEMINOLE ROAD a w v ATLANTIC BEACH, FLORIDA 32233 ' INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024936 Date 10/15/02 Property Address . . . . . . 1488 LAUREL WAY Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 192848 Owner Contractor ---- - ------------ ------- ------------------------ BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246-3747 ------ Structure Information NEW SINGLE FAMILY RESIDENCE ----- Construction Type . . . . . TYPE VI ------------- ---------- ----------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . NEW SINGLE FAMILY RESIDENCE Permit Fee . . . . 739 . 00 Plan Check Fee 369 . 50 Issue Date . . . . Valuation . . . . 192848 ------------ -- ---- - ------ - --------- - ------------------------------------ ---- Other Fees . . . . . . . CITY RADON SURCHARGE . 32 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 11 . 19 AB CONSTRUCTION SURCHARGE 1 . 24 STATE RADON SURCHARGE 6 .22 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 530 . 00 WATER CONNECT METER 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ------- ---------- ---------- ---------- ---------- ---- ------ Permit Fee Total 739 . 00 739 . 00 . 00 . 00 Plan Check Total 369 . 50 369 . 50 . 00 . 00 Other Fee Total 2243 . 97 2243 . 97 . 00 . 00 Grand Total 3352 .47 3352 .47 . 00 . 00 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. BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 3/28/03 Parcel Number . . . . . - - - Property Address . . . 1488 LAUREL WAY ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . Contractor . . . . . . BESTCON, INC. 904 246-3747 Application number 02-00024936 000 034 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . r- Building O f tial VOID UNLESS SIGNED BY BUILDING OFFICIAL a �} CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024936 Date 2/20/03 Property Address . . . . . . 1488 LAUREL WAY Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 192848 Owner Contractor ------------------------ ------------------------ BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246-3747 ------ Structure Information NEW SINGLE FAMILY RESIDENCE ----- Construction Type . . . . . TYPE VI ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . INSTALL LAWN SPRINKER Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments NEW 200AMPS, 1PH, 3W, 240VOLT ALUMINUM Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 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. BUILDING OFFICIAL -2Lj9 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: ,c/ Lyy* c Q 1��> OWNER OF PROPERTY: PLUMBING CONTRACTOR: iZ 21.�i7G"� CONTRACTOR'S ADDRESS: % I ��r - '� �'I rz'✓I =' 'i - STATE LICENSE NUMBER: T ` / / TEL. HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS \ SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) j�OTHER l'.-l�,�ir� F��r-✓ ' TOTAL FIXTURES: X$7.00 +$35.00= MINIMUM PERMIT FEE: $35.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: -- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS —(904) 247-5826. Schlueter, Jennifer To: Matthews, Carlene Subject: RE: 1488 Laurel Way Thanks a bunch!! Jennifer -----Original Message----- From: Matthews,Carlene Sent: Tuesday,January 07,2003 10:01 AM To: Schlueter,Jennifer Cc: Matthews,Carlene Subject: 1488 Laurel Way Hey Jennifer, I talked with Karen at Bestcon. We sent the meter guys out and have determined there is 1 meter out there at this location and that this meter is attached to the house. Someone paid for meter at this address on permit 23233 back 12/28/01. Then 10/15/02 another permit was issued for having double payment on Water building single family house with all meter, Capital improvement and cross water and sewer charges on permit 02- connection might just note it in there file 00024936. They are indicating that this wasn't there meter. So what we did was incase a question comes up the take the Irrg. (for irrigation) off the future. Let me know if you need address portion and used Location anything else. Thanks, Carlene 18210 for another address. This straightens up utility billing but as far as 1 2 City of Atlantic Dead ch REt1rIPT ttt Oper: D6MITM Type: OC Drawer: 1 Date: 10115102 01 Receipt no: 3906 Descript Oty Aunt BP BBILDIX PERMITS 1 53352.47 Tender detail CX CIM 2546 53352.47 Total tendered $M2 Total payment SM.47 Trams date: 10/15/92 Time: 15:40:21 Gorman, Susan From: Sherrer, Alex Sent: Tuesday, November 27, 2007 4:57 PM To: Bussey, Donna; Gorman, Susan Subject: Trinity Financial Paul Crandall of 1488 Laural Way has come in and provided proof that he has moved his business to 201 ATP Tour Blvd, Suite 150, Ponte Vedra Beach. Even his parent company, Wilbanks Securities has told him he can not do business out of his home. Alex Alexander J. Sherrer Code Enforcement Officer City Of Atlantic Beach 800 Seminole Rd Atlantic Beach, FI 32233 Ph (904)247-5855 Fax(904) 247-5805 E-mail: asherrer@coab.us CITY OF ATLANTIC BEACH J3 f 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 ;J TELEPHONE:(904)247-5800 FAX:(904)247-5805 ' SUNCOM:852-5800 www.coab.us C November 20, 2007 Mr. Paul P. Crandall 1488 Laurel Way Atlantic Beach, FL 32233 Subject: City Code: Chapter 24, Section 20-52 Local Business Tax Receipt Dear Mr. Crandall, The purpose of this correspondence'is to serve as an Official Notification of Violation. That on Novemberl6, 2007 you admitted to operating or managing a business within the jurisdiction of City of Atlantic Beach without having procured a current Business Tax Receipt(formally know as a Business License)from the City of Atlantic Beach. In an effort to eliminate any undue hardship, if you haven't already done so,you are given 5 working days from receipt of this letter to either apply for your Business Tax Receipt or provide proof of exemption with the City Clerks Office. Failure to comply with this notification will be considered non-compliance and will result in Code Enforcement action against you and your business, and can result in fines of up to $500.00 per day per violation from the Code Enforcement Board. If you have questions concerning this violation, I can be contacted at(904) 247-5855. For information regarding Business Tax Receipt requirements please contact the City Clerks Office at(904)247-5809/5821/5810) ALEXANDER 1. SHERRER Code Enforcement Officer C: Public Safety Director City Clerk COPY zf ...._..�+.,.u °'fin�a a�.u.:s r•` Yt. �' ✓ ' 4tY�'G t+, C fy.iY 4 1 tx \��-•4 1 1 y y i Ori_v� ADD� - 0 0� � ,� 3 Ffl,0 V7 QP' BflN �- R � .,CVONS F gfl COOS' ECVfl1NS R TOPQ��£R � IWA NQS- a �ufrk �ooh Trinity i i i Planning 1488 Laurel Way Atlantic Beach,Fl 32233 904249-9512 Office 904-249-9511 Fax 904-386-3707 Cell paul.crandall@wilbankssecurities.com Paul P Crandall www.trinityfineancialplanning.com Financial Advisor -1- ! t Securities offered through Wilbanks Securities TFP Member NASDISIPC Registered Invetment Advisor 2006 LIMITED LIABILITY COMPANY REINSTATEMENT FILED Oct 05, 2006 DOCUMENT# L03000023096 Secretary of State Entity Name: CRANDALL ENTERPRISES AND MARKETING, LLC Current Principal Place of Business: New Principal Place of Business: 1488 LAUREL WAY ATLANTIC BEACH, FL 32233 Current Mailing Address: New Mailing Address: 1488 LAUREL WAY ATLANTIC BEACH, FL 32233 FEI Number:20-0058107 FEI Number Applied For( ) FEI Number Not Applicable( ) Certificate of Status Desired( ) In accordance with e.807.193(2xb),F.S.,the limited liability company did not receive the prior notice. Name and Address of Current Registered Agent: Name and Address of New Registered Agent: CRANDALL, PAUL P SR. 1488 LAUREL WAY ATLANTIC BEACH, FL 32233 US The above named entity submits this statement for the purpose of changing its registered office or registered agent,or both, in the State of Florida. SIGNATURE: PAUL P CRANDALL Electronic Signature of Registered Agent Date MANAGING MEMBERS/MANAGERS: ADDITIONS/CHANGES: Title: PRES ( )Delete Title: ( )Change ( )Addition Name: CRANDALL,PAUL P SR. Name: Address: 1488 LAUREL WAY Address: City-St-Zip: ATLANTIC BEACH,FL 32233 City-St-Zip: Title: VP ( )Delete Title: ( )Change ( )Addition Name: CRANDALL,KELLY K Name: Address: 1488 LAUREL WAY Address: City-St-Zip: ATLANTIC BEACH,FL 32233 City-St-Zip: I hereby certify that the information supplied with this filing does not qualify for the for the exemption stated in Chapter 119, Florida Statutes. I further certify that the information indicated on this report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath;that I am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 608, Florida Statutes. SIGNATURE: PAUL P CRANDALL MR 10/05/2006 Electronic Signature of Signing Managing Member, Manager, or Authorized Representative 1 Date Division.pf Corporations Pagel of 2 Florida Limited Liability CRANDALL ENTERPRISES AND MARKETING, LLC PRINCIPAL ADDRESS 1488 LAUREL WAY ATLANTIC BEACH FL 32233 Changed 06/12/2005 MAILING ADDRESS 1488 LAUREL WAY ATLANTIC BEACH FL 32233 Changed 06/12/2005 Document Number FEI Number Date Filed L03000023096 200058107 06/25/2003 State Status Effective Date FL ACTIVE NONE Last Event Event Date Filed Event Effective Date CANCEL ADM DISS/REV 10/05/2006 NONE Total Contribution 0.00 Registered Agent Name & Address CRANDALL,PAUL P SR. 1488 LAUREL WAY ATLANTIC BEACH FL 32233 Address Changed:06/12/2005 Manager/Member Detail Name & Address Title CRANDALL,PAUL P SR. 1488 LAUREL WAY PRES ATLANTIC BEACH FL 32233 CRANDALL,KELLY K 1488 LAUREL WAY VP ATLANTIC BEACH FL 32233 http://www.sunbiz.org/scripts/cordet.exe?a1=DETFIL&n1=LO3000023096&n2=OFFFWD&n3=0001&n... 2/28/2007 Division of Corporations Page 2 of 2 Annual Reports Report Year Filed Date 2004 06/12/2005 2005 06/12/2005 2006 10/05/2006 'Ore vious*ilin 'Return to List=,° Next Filiq View Events No Name History Information Document Images Listed below are the images available for this filing. 10/05/2006--REINSTATEMENT 06/12/2005 --REINSTATEMENT 06/25/2003 --Florida Limited Liability THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT http://www.sunbiz.org/scripts/cordet.exe?al=DETFIL&n 1=LO3000023096&n2=OFFFWD&n3=0001&n... 2/28/2007 Division of Corporations Pagel of 2 n E Florida Limited Liability CRANDALL ENTERPRISES AND MARKETING, LLC PRINCIPAL ADDRESS 1488 LAUREL WAY ATLANTIC BEACH FL 32233 Changed 06/12/2005 MAILING ADDRESS 1488 LAUREL WAY ATLANTIC BEACH FL 32233 Changed 06/12/2005 Document Number FEI Number Date Filed L03000023096 200058107 06/25/2003 State Status Effective Date FL ACTIVE NONE Last Event Event Date Filed Event Effective Date CANCEL ADM DISS/REV 10/05/2006 NONE Total Contribution 0.00 Registered Agent Name &Address CRANDALL,PAUL P SR. 1488 LAUREL WAY ATLANTIC BEACH FL 32233 Address Changed:06/12/2005 Manager/Member Detail Name & Address Title CRANDALL,PAUL P SR. 1488 LAUREL WAY PRES ATLANTIC BEACH FL 32233 CRANDALL,KELLY K 1488 LAUREL WAY V, ATLANTIC BEACH FL 32233 http://www.sunbiz.org/scripts/cordet.exe?al=DETFIL&n 1=LO3000023096&n2=0FFFWD&n3=0000&n... 2/28/2007 Division of Corporations Page 2 of 2 Annual Reports Report Year F Filed Date 2004 1 06/12/2005 2005 r 06/12/2005 2006 10/05/2006 Pr vigus Filing Return ta'List 1 ding View Events No Name History Information Document Images Listed below are the images available for this filing. 10/05/2006--REINSTATEMENT 06/12/2005 --REINSTATEMENT 06/25/2003 --Florida Limited Liability THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT Egoism u http://www.sunbiz.org/scripts/cordet.exe?al=DETFIL&n 1=LO3000023096&n2=OFFFWD&n3=0000&n... 2/28/2007 www.sunbiz.org- Department of State Page I of 2 FLORIDA DFIIARTIMENT OF STATF Home Contact Us E-Filing Services Document Searches Forms Help Previous on List Next on List Return To List Events No Name History Detail by Officer/Registered Agent Name Florida Limited Liability Company CRANDALL ENTERPRISES AND MARKETING, LLC Filing Information Document Number L03000023096 FEI Number 200058107 Date Filed 06/25/2003 State FL Status INACTIVE Last Event ADMIN DISSOLUTION FOR ANNUAL REPORT Event Date Filed 09/14/2007 Event Effective Date NONE Principal Address 1488 LAUREL WAY ATLANTIC BEACH FL 32233 Changed 06/12/2005 Mailing Address 1488 LAUREL WAY ATLANTIC BEACH FL 32233 Changed 06/12/2005 Registered Agent Name & Address CRANDALL, PAUL P SR. 1488 LAUREL WAY ATLANTIC BEACH FL 32233 US Address Changed: 06/12/2005 Manager/Member Detail Name&Address Title PRES CRANDALL, PAUL P SR. 1488 LAUREL WAY ATLANTIC BEACH FL 32233 Title VP CRANDALL, KELLY K 1488 LAUREL WAY http://www.sunbiz.org/scripts/cordet.exe?action=DETFIL&inq_doc_number=L03000023096&inq_came... 9/27/2007 www.sunbiz.org-Department of State Page 2 of 2 ATLANTIC BEACH FL 32233 Annual Reports Report Year Filed Date 2004 06/12/2005 2005 06/12/2005 2006 10/05/2006 Document Images 10/05/2006 -- REINSTATEMENT 06/12/2005 -- REINSTATEMENT 06/25/2003 -- Florida Limited Liability Note:This is not official record. See documents if question or conflict. Horne Contact us Document Searches E-Filing Services Forms Help Copyright and Privacy Policies Copyright acs 2007 State of Florida, Department of State. hq://www.sunbiz.org/scripts/Cordet.exe?action=DETFIL&inq_doc_number=LO3000023 096&inq_came... 9/27/2007 Electronic Articles of Organization L03000023096 FILED 8:00 AM Florida Limited Liability Company Seceof Mate Article I The name of the Limited Liability Company is: CRANDALL ENTERPRISES AND MARKETING, LLC Article II The street address of the principal office of the Limited Liability Company is: 14286-19 BEACH BLVD. #166 JACKSONVILLE, FL. 32250 The mailing address of the Limited Liability Company is: 14286-19 BEACH BLVD. #166 JACKSONVILLE, FL. 32250 Article III The purpose for which this Limited Liability Company is organized is: ANY AND ALL LAWFUL BUSINESS. Article IV The name and Florida street address of the registered agent is: PAUL P CRANDALL SR. 4090 HODGES BLVD #1908 JACKSONVILLE, FL. 32224 Having been named as registered agent and to accept service of process for the above stated limited liability company at the place designated in this certificate, I hereby accept the appointment as registered agent and agree to act in this capacity. I further agree to comply with the provisions of all statutes relating to the proper and complete performance of my duties, and I am familiar with and accept the obligations of my position as registered agent. Registered Agent Signature: PAUL P. CRANDALL Article V L03000023096 The name and address of managing members/managers are: FLED 8:00 AM June b25 2003 Title: MGR Sec. f State PAUL P CRANDALL SR. 4090 HODGES BLVD. #1908 JACKSONVILLE, FL. 32224 Signature of member or an authorized representative of a member Signature: PAUL P. CRANDALL t CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 S) TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM: 852-5800 www.coab.us oil September 19, 2007 Mr. Paul P. Crandall 1488 Laurel Way Atlantic Beach, FL 32233 Subject: City Code: Chapter 24, Section 20-52 Local Business Tax Receipt Dear Mr. Crandall, The purpose of this correspondence is to serve as an Official Notification of Violation. It has been reported that you are operating or managing a business within the jurisdiction of City of Atlantic Beach without having procured a current Business Tax Receipt(formally know as a Business License)from the City of Atlantic Beach. In an effort to eliminate any undue hardship, you are given 5 working days from receipt of this letter to either apply for your Business Tax Receipt or provide proof of exemption with the City Clerks Office. Failure to comply with this notification will be considered non-compliance and will result in Code Enforcement action against you and your business, and can result in fines of up to $500.00 per day per violation from the Code Enforcement Board. If you have questions concerning this violation, I can be contacted at(904) 247-5855. For information regarding Business Tax Receipt requirements please contact the City Clerks Office at(904)247-5809/5821/5810) AL XANDER . SHERRER Code Enforcement Officer C: Public Safety Director City Clerk COV CORPORATIONSDivisin, OF Home Contact Us E-Filing Services Document Searches Forms Help Previous on List Next on List Return To List Events No Name History Detail by Registered Agent Name Florida Limited Liability Company CRANDALL ENTERPRISES AND MARKETING, LLC Filing Information Document Number L03000023096 FEI Number 200058107 Date Filed 06/25/2003 State FL Status ACTIVE Last Event CANCEL ADM DISS/REV Event Date Filed 10/05/2006 Event Effective Date NONE Principal Address 1488 LAUREL WAY ATLANTIC BEACH FL 32233 Changed 06/12/2005 Mailing Address 1488 LAUREL WAY ATLANTIC BEACH FL 32233 Changed 06/12/2005 Registered Agent Name & Address CRANDALL, PAUL P SR. 1488 LAUREL WAY ATLANTIC BEACH FL 32233 US Address Changed: 06/12/2005 Manager/Member Detail Name&Address Title PRES CRANDALL, PAUL P SR. f 1488 LAUREL WAY ATLANTIC BEACH FL 32233 Title VP CRANDALL, KELLY K 1488 LAUREL WAY ATLANTIC BEACH FL 32233 Annual Reports Report Year Filed Date 2004 06/12/2005 2005 06/12/2005 2006 10/05/2006 Document Images 10/05/2006 ---REINSTATEMENT 06/12/2005 -- REINSTATEMENT 06/25/2003 --_Florida Limited Liability Note:This is not official record. See documents if question or conflict. Home Contact us Document Searches E-Filing Services Forms Help Copyright and Privacy Policies Copyright © 2007 State of Florida, Department of State. bnerrer, Alex From: Sherrer, Alex Sent: Friday, January 12, 2007 2:12 PM To: Gorman, Susan Cc: Bailey, Nancy; Bussey, Donna Subject: Home Occupation Just had to tell homeowner, Mr. Paul Crandall of 1488 Laurel Way he couldn't have his business sign (TRINITY FINANCIAL SERVICES) on his property. He's also been issued a notice to apply for his Home Occupational Tax Receipt. Alex Alexander J. Sherrer Code Enforcement Officer City Of Atlantic Beach 800 Seminole Rd Atlantic Beach, FI 32233 Ph (904) 247-5855 Fax(904) 247-5805 E-mail: asherrer@coab.us i Gorman, Susan From: Sherrer, Alex Sent: Friday, January 12, 2007 2:12 PM To: Gorman, Susan Cc: Bailey, Nancy; Bussey, Donna Subject: Home Occupation Just had to tell homeowner, Mr. Paul Crandall of 1488 Laurel Way he couldn't have his business sign (TRINITY FINANCIAL SERVICES) on his property. He's also been issued a notice to apply for his Home Occupational Tax Receipt. Alex Alexander J. Sherrer Code Enforcement Officer City Of Atlantic Beach 800 Seminole Rd Atlantic Beach, FI 32233 Ph (904) 247-5855 Fax (904) 247-5805 E-mail: asherrer@coab.us i Gorman, Susan From: Sherrer, Alex Sent: Friday, January 12, 2007 2:12 PM To: Gorman, Susan Cc: Bailey, Nancy; Bussey, Donna Subject: Home Occupation Just had to tell homeowner, Mr. Paul Crandall of 1488 Laurel Way he couldn't have his business sign (TRINITY FINANCIAL SERVICES) on his property. He's also been issued a notice to apply for his Home Occupational Tax Receipt. Alex Alexander J. Sherrer Code Enforcement Officer City Of Atlantic Beach 800 Seminole Rd Atlantic Beach, FI 32233 Ph (904)247-5855 Fax (904) 247-5805 E-mail: asherrer@coab.us 1 2005 LIMITED LIABILITY COMPANY REINSTATEMENT FILED DOCUMENT# L030000230% Secretary of State Entity Name: CRANDALL ENTERPRISES AND MARKETING, LLC Current Principal Place of Business: New Principal Place of Business: 14286-19 BEACH BLVD. 1488 LAUREL WAY #166 ATLANTIC BEACH, FL 32233 JACKSONVILLE, FL 32250 Current Mailing Address: New Mailing Address: 14286-19 BEACH BLVD. 1488 LAUREL WAY #166 ATLANTIC BEACH, FL 32233 JACKSONVILLE, FL 32250 FW Number:204058107 FEI Number Applied For( ) FW Number Not Applicable( ) Certificate of Status Desired( ) in accordance with s.607.193(2)(b),F.S.,the Nmilted liability company did not receive the prior notice. Name and Address of Current Registered Agent: Name and Address of New Registered Agent: CRANDALL, PAUL P SR. CRANDALL, PAUL P SR. 4090 HODGES BLVD 1488 LAUREL WAY #1908 ATLANTIC BEACH, FL 32233 US JACKSONVILLE, FL 32224 US The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: PAUL P CRANDALL 06/1212005 Electronic Signature of Registered Agent Date MANAGING ME BERSJM/WAGERS: ADDITIONWCHANGES: Title: MGR ( )Delete Title: PRES (X)Change ( )Addition Name: CRANDALL,PAUL P SR. Name: CRANDALL,PAUL P SR. Address: 4090 HODGES BLVD.#1908 Address: 1468 LAUREL WAY City-St-Zip: JACKSONVILLE,FL 32224 City-St-Zip: ATLANTIC BEACH,FL 32233 Title: ( )Delete Title: VP ( )Change (X)Addition Name: Name: CRANDALL,KELLY K Address: Address: 1488 LAUREL WAY City-St-Zip: City-St-Zip: ATLANTIC BEACH,FL 32233 1 hereby certify that the information supplied with this filing does not qualify for the for the exemption stated in Section 119.07(3)(i), Florida Statutes. I further certify that the information indicated on this report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath;that I am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 608, Florida Statutes. SIGNATURE: PAUL P CRANDALL PRES 06/1212005 Electronic Signature of Signing Managing Member,Manager,or Authorized Representative 1 Date PREPARED 12/26/02, 14:46:19 INSPECTION TICKET PAGE 4 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 12/27/02 ------------------------------------------------------------------------------------------------ ADDRESS . : 1488 LAUREL WAY SUBDIV: TENANT, NBR: INSTALL 361WOOD BURN FP CONTRACTOR FIRST CHOICE SUPPLY INC. PHONE OWNER PHONE PARCEL . APPL NUMBER: 02-00025340 RESIDENTIAL ADD/RENOVATE/ALTER ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PRINIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 16 01 12/27/02 �2-- BD FINAL TIME: 08:00 WOOD BURNING FIREPLACE -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 12/23/02, 13:05:58 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 12/23/02 ------------------------------------------------------------------------------------------------ ADDRESS . : 1488 LAUREL WAY SUBDIV: CONTRACTOR ; BESTCON, INC. PHONE (904) 246-3747 OWNER PHONE PARCEL - APPL NUMBER: 02-00024936 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PBNNIT: BLDG 00 BUILDING PEBNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 11/07/02 LJH BD FOOTING TIME: 08:00 11/08/02 AP 11 01 12/02/02 LJH BD SLAB TIME: 08:00 12/05/02 AP 17 01 12/19/02 LJH /BDATHING TIME: 13:00 ___—_____ ______ ND WALL SHEATHING 53 13 01 12/23/02 LJMING TIME: 13:00 trapping -------------------------------------- COMMENTS AND NOTES -------------------------------------- C © � � & t & ° < Lilt vro w \� � -1,-\ : 0 \ « � 0 0 a . . Q # $ o 1- 9 v CA -0 � Q o � 0i\ � \ lk CITYwOF laals- Office of Building Official REQUEST FOR INSPECTION Date 3 Permit No. Time A.M. Received PM. ul Z;� Lta LA ml—i,r Job?Gdress Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 0 Footing 107 Rough Wiring L, Rough 0 Air Cond.& D Re Roofing 0 Slab D Temp Pole [I Top Out 0 Heating Insulation 0 Lintel Final C Sewer 0 Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Thurs. Friday P.M. Inspection Made M Inspector Final Inspection 0 Certificate of Occupancy EJ Date mvi9011 f maumm City of Atlantic Beach *** CUSTOMER RECEIPT *** Oper: CKOMOREK Type: OC Drawer: 1 Date: 3/27/03 01 Receipt no: 463318 Description Qty Avount 2002 24936 BP BUILDING PERMITS 1 $70.00 Tender detail CK CHECKS 3399 $70.00 Total tendered $70.00 Total paysent $70.00 Trans date: 3/27/03 Tise: 16:34:58 PREPARED 2/03/03, 16:48:36 INSPECTION TICKET PAGE 2 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 2/04/03 ---------------------------------------------------------- ------------------------------------- ADDRESS . : 1488 LAUREL WAY SUBDIV: CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER PHONE PARCEL - - APPL NUMBER: 02-00024936 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 11/07/02 LJH BD FOOTING TIME: 08:00 11/08/02 AP 11 01 12/02/02 LJH BD SLAB TIME: 08:00 12/05/02 AP 17 01 12/19/02 LJH BD SHEATHING TIME: 13:00 12/19/02 AP ROOF AND WALL SHEATHING 545-4753 13 01 12/23/02 LJH BD FRAMING TIME: 13:00 12/23/02 AP ext. strapping 13 02 1/27/03 LJH BD FRAMING TIME: 17:00 1/28/03 DP COVER UP AM OR PM 13 03 1/29/03 LJH BD FRAMI TIME: 17:00 1/29/03 AP OVEPME TAKEN BY JSCHLUETER DATE: 01/29/03 TIME: 08:35:41 AM PM COVER UP 15 01 2/04/03 LJH B NSULATION TIME: 13:00 OVERRIDE TAKEN BY JSCHLUETER DATE: 02/03/03 TIME: 16:46:49 -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF 00 Office of Building Official REQUEST FOR INSPECTION t Date_ � A Permit No. Time &K ReceivedP.M. Job Address Locality j Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBIN MECHANICAL Framing I❑ Footing ❑ Rough Wiring ❑ Rough Air Cond.& ❑ Re Roofing ❑ Slab E, Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues Wed. Thurs. Friday Inspection Marie �_— ` M. { Final Inspection❑ Inspector Certificate of Occupancy❑ Date PREPARED 12/18/02, 16:44:56 INSPECTION TICRBT PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 12/19/02 ------------------------------------------------------------------------------------------------ ADDRESS 1488 LAUREL WAY SUBDIV: CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER PHONE PARCEL . APPL NUMBER: 02-00024936 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PRINIi: BLDG 00 BUILDING PKRNIY REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 11/07/02 LJH BD FOOTING TIME: 08:00 11/08/02 AP 11 01 12/02/02 LJH BD SLAB TIME: 08:00 12/05/02 AP 17 01 12/19/02 LJH �� TIME 13:00 -------------------------------------- COMMENTS AND NOTES -------------------------------------- 8 & B EXTERMINATING CO. , INC . 246-Gfceola Street Jacksonville, Florida 32204 (904) 389-3323 • Fax (904) 389-9606 Builder: Lot# Subdivision: Address: L 1 ... Time&Date: Termiticide. %` Gallons: ' ; Square Ft.: ' Linear Ft: ` ` Type of Fill: Slab Type: Mono FkGat N— Other: Depth of Footings: Interior: Exterior: Areas not ready for treatment: Comments: t sa Technician: C " !i PREPARED C-11? OF ADDRESS CONTRACT( OWNER PARCEL . APPL NUMB, PINIT: Bl TYP/SQ 10 01 i 1 11 01 1 1 ------------ s CITY OF Office of Building Official REQUEST FOR INSPECTION Date + `^` _ Permit No. Time A.M. Reeei _ `a PJ1 L�'✓ __ Job Address Locality Owner's Nam _ actor UILDIMG CONCRETE LECTRICA PLUMBING MECHANICAL ❑ Footing ❑ Rough Wiring ❑ ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer C? Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday M. Inspection Made RM. Inspector I Xt Final Inspection Certificate of ccupa cy❑ Date p�LAM s 0R10P i OF ADDITIONS or • " • t • NOT REMOVE JOB ADDRESS DATE w L,Au ( v) THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted b feesZ-TFS i CiEzut G'ytL�a-—to I-) C-0y iz 2 I`Qc �J. z1*1_$1W-00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 5:00 a.m, to 5:00 BLDG p.m. Monday through Friday. PREPARED 1./29/03, 8:37:38 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 1/29/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1488 LAUREL WAY SUBDIV: CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER PHONE PARCEL - APPL NUMBER: 02-00024936 SINGLE FAMILY RESIDENCE -------------------------------------------------------------------------- --- - ----- PMIT: BLDG 00 BUILDING PBFAIT 4 A4 11) REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 4f4)? ----------------------------------------------------------------------- -- ---------- 10 01 11/07/02 LJH BD FOOTING TIME: 08:00 CK# 11/08/02 AP 11 01 12/02/02 LJH BD SLAB TIME: 08:00 12/05/02 AP 17 01 12/19/02 LJH BD SHEATHING TIME: 13:00 12/19/02 AP ROOF AND WALL SHEATHING 545-4753 13 01 12/23/02 LJH BD F MING TIME: 13:00 12/23/02 AP ext. strapping 13 02 1/27/03 LJH BD RAMING TIME: 17:00 1/28/03 DP C ER UP AM OR PM 13 03 1/29/03 LJH ' %---------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 1+/24/03, 16:29:17 INSPECTION TICKET PAGE 1 CITff OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 1/27/03 ---------------------------------------------------------------------------------'-------------- ADDRESS ; 1488 LAUREL WAY SUBDIV: CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER PHONE PARCEL . APPL NUMBER; 02-00024936 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 11/07/02 LJH BD FOOTING TIME: 08:00 11/08/02 AP 11 01 12/02/02 LJH BD SLAB TIME: 08:00 12/05/02 AP 17 01 12/19/02 LJH BD SHEATHING TIME: 13:00 12/19/02 AP ROOF AND WALL SHEATHING 545-4753 13 01 12/23/02 LJH BD FRAMING TIME: 13:00 12/23/02 AP ext. strappinq 13 02 1/27/03 LJH ------------------------------------------------------------------------------------------------ PERMIT: ELIC 00 ELECTRICAL PERMIT REQUESTED INSP DESCRI ION TYP/SQ COMPLETED RESULT RESU S/COMMENTS ----------------------------- --- ------------------------------------------------------------ 22 01 1/27/03 LJH PERMIT: MECB 00 NIC BANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---------------------------------- r------------------------------------------------------------- 32 01 1/27/03 LJH ------------------------------------------------------------------------------------------------ PERMIT: PLBG 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 42 01 11/20/02 LJH PL,ROUGH TIME: 08:00 11/20/02 AP 41 01 1/27/03 LJ -1� --- _ --_ -------------------------------------- COMMENTS AND NOTES -------------------------------------- p1LANr��, F�OR►OP OF ADDITIONS or CORRECTIONS ', D• NOT REMOVE JOB ADDRESS DATE \ G THIS JOB HAS N T BEEN C MP ETED The following additions or corrections shall be made before the job will be accepted �LLLr, 22 zj .ST/3�?/� /s r f,�R T� ,�,�,✓f�R .-,C fT�:,��`� 1' J '3 i�,/� T///1E.9�/ J�7 �•ti-�f/$''lt' AATi'� S� 1l✓�9L/ c rC'i� c /o e 4r� $15.00 REINSPECT FEE It is unlawful for any Carpenter, Ca ractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m.to 5:00 BLDG p.m. Monday through Friday. k pZLANrj�, . 1..... s ORIO�' OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN C M LETED The following additions or corrections shall be made before the job will be accepted i - PL /fes— �l�C��F i T i�C.,��'"' l'�!'ir'�' �� S/�✓� ,L—,7 r �� C— 4,- $15.00 $15.00 REINSPECT FEE It is unlawful for any,Carpen r, Contractor, Builder or other persons,to cover or cause o be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been ruMewc made,call 247-5826, Building Depart- ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m.to 5:00 BLDGp.m. Monday through Friday. CITY OF 4&44& Office of Building Official REQUEST FOR INSPECTION Date Permit No. 2 t4 3 b Time A.M. Received P.M. Job Address Locality Owner's Name C or BUILDING CONCRETE CTF!IqPLUMBING MECHANICAL Framing 0 Footing 0 'h�iring D Rough L1 Air Cond.& ED Re Roofing 0 Slab E, Tamp Pole P- Top Out D Heating Insulation Ej Linte ED Final C Sewer —m Fire Place ❑ Pre Fab READY FOR INSPECTION A.K Mon. Tu s. Wed. Thurs. Friday--PM, E &Linle Tu s A,M, Inspection MadeX PM.Final Inspection 0 Inspector Certificate of Occupancy D Date XE'�,W, E VI NAPM C XLJZC1rMC9 INC. 3167-2.0.1 S.Sr.JOHN M-urr ft JACKW"LLI�IFL 32246 Date: Mr. Don Ford City of Atlantic Beach Inspection Department 800 Seminole Road, Atlantic Beach FL 32233 Don — We respectfully request that temporary power for the new BESTCON, Inc. home con- structed at the address listed below be turned on for a period of thirty (30) days for testing purposes. We will be responsible for anything that may occur due to the energizing of the service prior to the Certificate of Occupancy, and the approval and completion of the job. Yours truly, Gary Perkins �•°`,�PM�sL Dynamic Electric, Inc. ��G��VARY 4F.6;.. g, Z �D092737 /— Re: �� :o: •< G •�6/! ems•• �, � i� B c Un0• � �� Residence: Address: APPR V 0 � Permit #: G�� CITY OF AT TI ACH BUILDI >= t•G t""Sa E� ' v, l #, 4'S� Bbl: ��— City of Atlantic Bea *RR rd MPT *** Aper: DSMITM Type: OC Drawer: 1 Date: 12/26/M2 M1 Receipt no: 21537 Description Qty Anowt 2202 25MI r IILDIM 25 PBETS 1 $35.0 Dp B®ILDIMG PERMITS 1 S35.0 Tender det.ai 1 a com 2855 570.0 Total tendered 59M.00 Total payment $70.0 Trans date: 12/2M/92 Tine: 15:58:45 3'; E CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD y - ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025340 Date 12/20/02 Property Address . . . . . . 1488 LAUREL WAY Tenant nbr, name . . . . . . INSTALL 3611WOOD BURN FP Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ FIRST CHOICE SUPPLY INC. 1041 FOX MEADOW TRAIL MIDDLEBURG FL 32068 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 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. C5y BUILDING OFFICIAL City of Atlantic Beach Mechanical Permit 4 Applicant to complete numbered spaces only Job Address: 3 r 1 Lot Block: Tract: • • see attached sheet 2 O ner( ailing Addres ): /�� o _ / ', ' '�3 Phone# _ 7 `rte// Wa / 3 Contractor(Mailin Address): 45,.sl C D ce- �0 7 AG. Registration#: O /'S ,?,Odd 4 Architect or Designer(Mailing Address): Registration#: 6 Engineer(Mailing Address): Registration#: 7 Lender(Mailing Address): Branch 8 Use of Building: 9 Class of work: • New Addition Alteration Repair 10 Des ' .Work: L IOOF �,��..,�u�l.ITh+ Neitul.�s• t,�,� yParwltt ?ae .�� = ypy?��I�q�l�nent ire• Special Conditions: alttttcxtr Ur11Es H Accepted ens Checked PProve htet( t�prr';Ute�H P"` '' NOTICEYQF Pitt This permit becomes null and void if work or construction 11�» OtrtB.1;8iS ! authorized is not commenced within 6 months,or if construction ortre ? 14 work is suspended or abandoned for a period of 6 months at any time after work is commenced. � } I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws of 4'4 laws and ordinances governing this type of work will be complied Heaters BTil, with whether specified herein or not,the granting of a permit does not presume to give authority to violate or cancel the provision of any other state or local law regulating construction of the performan construc n. yt% rS " n- igna u ntractor orWuthor!Zed AgentDate Ar, � r .:#titneit�tvr igna ure ot Owner ner Builder) Ua e Pert$ 0 fC'Pu � o � Pef FIRST CHOICE SUPPLY INC 2855 City Of Atlantic Beach 12/19/2002 Fireplace Permits -„ ) / O� 35.00 Fireplace Permits Uv 35.00 ' U 6) Compass Bank 70:00 City of Atlantic Bond MPT t:« D86'NITN Type: te: 12/18112 01 Receipt ma: 21684 9eemiption Qty Amount 2202 24936 r WILDING POETS 1 $197.0 2002 24935 It WILDING PERMITS 1 $187.0 Temder detail Total twww SM.0 1 ie0 TOW payment 5219.0 Trays date: 12/18/02 Time: 12:14:17 �3 r , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024936 Date 12/18/02 Property Address . . . . . . 1488 LAUREL WAY Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . , . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 192848 Owner Contractor ------------------------ ------------------------ BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246-3747 ------ Structure Information NEW SINGLE FAMILY RESIDENCE ----- Construction Type . . . . . TYPE VI ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 107.00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 107.00 107.00 .00 . 00 Plan Check Total . 00 .00 .00 .00 Grand Total 107.00 107-00 .00 .00 A BUILDING MATERIAL,RUBBISH AND DE$RIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE AND MUST BE CLEARED UP AND HAULED AWAY BY ETTTIER CONTRACTOR OR OWNER 'FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING/MPROVEMEN73"ISSUED ACCORDING TO APPROVED PLANS WHICHUT PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW, BUILDING OFFICIAL &a -�- S 3 q BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all ite s in sections I, II, III, and IV. I. Street Address: 14010 449,40LAG &W LOCATION OF Intersecting Streets:Betwpea And BUILDIN I Sub-division ! /�'�" /J II. INDENTIFICATION—To be com leted by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical Contractors d O .� Contractor Print �, Master 56 Name of Property Owner Signature of Owner Signature of Or Authorized Agent Architect or Engineer III. GENERAL I ORMATIO A. Tyjpoffheating fuel: B. Cr Electric IS OTHER CONSTRUCTION BEI GONE ON THIS ❑ Gas: —LP _Natural Central Utility BUILDING OR SITE? ❑ Oil ❑ Other–Specify IF YES,GIVE NER C N�iTRUCTION PERMIT (a IV. MECHANICAL EQUIPMENT TO BE NATURE OP WORK INSTALLED � Residential or � Commercial tl✓' New Building Provide complete list of components ogback of this form) ❑ Existing Building HeatSpace _Recessed _Central oor ❑ Replacement of existing system Air Cond_itioning: Room entral V New Installation(No system previously installed) ❑ Duct System: Material Thicknes ❑ Extension or add-on to existing system Maximum capacity 4 efin ❑ Other- Specify ❑ Refrigeration ❑ Cooling tower: Capacity gpm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ ManliR Escalator (Number) (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) O Unfired pressure vessel ❑ Boilers Permit Approved by Date ❑ Other–Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving ol Tons Agency I HEATING–FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BTU A enc TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency City of Atlantic Beach •R• PERI MF' RECEIPT *** amin Type: OC Drawer: 1 U61, 1/03/03 01 Receipt mo: 238M 'Dencri_ptioe WI 249Ci5 MY Amount r Z�YYI U T5 1 $85.06 202 DP WILDING PERMITS 1 $85.60 TOOK detail a Cum 1155 8170.00 TOW 8170.06 Tanis date: 1103/03 Time: 10:46:40 r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 M-11 Application Number . . . . . 02-00024936 Date 1/03/03 Property Address . . . . . . 1488 LAUREL WAY Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 192848 Owner Contractor ------------------------ ------------------------ BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246-3747 ------ Structure Information NEW SINGLE FAMILY RESIDENCE ----- Construction Type . . . . . TYPE VI ---------------------------------------------- ------------------------------ Permit . . . . . . ELECTRICAL PERMIT Additional desc . . NEW 200 AMP SERVICE Permit Fee . . . . 85 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments NEW 200AMPS, 1PH, 3W, 240VOLT ALUMINUM Fee summary Charged Paid Credited Due ----------------- --- ------- ---------- ---------- ---------- Permit Fee Total 85 . 00 85 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 00 . 00 . 00 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 W H ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH, FLORIDA ApIfOWO,by APPLICATION FOR ELECTRICAL PERMIT t TO THE CHIEF#LEFTRICAL INSPECTOR: DATE: 3 � IMI"TANT NOiripf: IN CONST E ATiUN OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY ACRE Y PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH AREA A T HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIS BEAQH RDINANCES. I ' E F RKLECTRICfANA SIQUIUREIDURNEYSR�Iu NAME ;� �t �C • ADDRESS: !Ll�____RFt) SOX BLDG.SIZE —BETWEEN:_ RES.(4t--'A0T. i COMM.11 PUBLIC I i INDUS.( i NEW(Al — OLD I i REW.I i ADDITION C i 'RAILER( I TEMP.I I SIGNS I ) SQ.FT. I SERVICE: NEW Ipr--INCREASE 1 i REPAIRI, } FEE CONDUCTOR S(ZE 1tl MAPS c COPPER I ALUM. MM19L4 OR EIR IKER AMPS / PH W � V EW ExtSs.SERV,SIZEAMPS PH W VOLT RACEWAY FEEDERS SIZE NO. SIZE NO. SIZE LIGATING OUTtETE CONCEALEDOPEN TOTAL RECEPTACLES! CONCEALED OPEN TOTAL i 0.90 AMPS. 71.100 AMP'!. sWITCHas INCANDESCENIY FLUORESCEN 8 .V. FIXED I 0.100 AMPO, I *vim APPLIANC=s _ BELL TRANSF. AIR H.P.RATING H.P.RATING i CONDITIONIN COMP.MOTOR OTHER MOTORS AMPS ;EIL HEAT. KW-HEAT _. 01 dVER MOTORS Mf.P. VOLTAGE PHS filo. i M.P. VOLTAGE PHS TRANSFOR# RS: UNDER Gm V. OVER 600 V. _ ' I fiW.� KVA NO. ICVA NO.NEON TRANIF. NO. VA. MA. MOTOR SIZE SWIT'CN FLA8ME EACH SIGN FORWARDED TOT=PEES CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ' = ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024936 Date 11/19/02 Property Address . . . . . . 1488 LAUREL WAY Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 192848 Owner Contractor ------------------------ ------------------------ BESTCON, INC. n4440 SOTTTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246-3747 ------ Structure Information NEW ST_NGLF FAMILY RESIDENCE ----- Construction Type . . . . . TYPE VI ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Audticna_ desc . Permit Fee . . . . 154 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 0 -ged Paid Credited Due ------- ---------- ---------- ---------- 154 . 00 154 . 00 . 00 . 00 . 00 . 00 . 00 . 00 154 . 00 154 . 00 . 00 . 00 City of Atlantic Beach *** C937ONER RECEIPT r.. Oper. DSNITB Type.• OC Drawer- 1 Date'. 11/19/92 61 Receipt no. 129% Description Qty Amount 2202 29936 BP BUILDING MiT9 1 5159.00 Tender Mail elmTotal to 2989 $159.990 Total payment. $154.60 Trams date: 11!19062 Time: 11.94'29 THIS WORK MUST NOT 13E PLACED IN PUBLIC SPACE.AND MOST BE CLEARED JR OWNER. 'I'AILURE 70 COMPLY W14 THE CONSTRUCTION LIEN LAW CAN FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. R TfTX)ING OFFICIAL' d J � CITY OF ATLANTIC BEACH PLICATION FOR PLUMBING PERMIT JOB LOCATION: 49 9 1 p"q d- --uA�j= OWNER OF PROPERTY: f —TTL. DON i—Affi'RI 00, PLUMBING CONTRACTOR:, �Jv JA ; LLQ:., s.L. 3.2210 CONTRACTOR'S ADDRESS: - T R:C C ' 1919 4 TEL. STA E LICENSE NUMBER: HOW MANY OF THE ALLOWING FIXTURES RE—PIPED OR NEW / SINKS ! SHOWERS LAVATORY / WATER HEATERS 2--BATH TUBS l�_DISHWASHERS URINALS DISPOSALS CLOSETS / WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER _WATER RE—PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: X$7.00+$35.00= MINIMUM PERMIT FEE: $35.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR,- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS —(904) 247-5826. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address /L/ oV .Date 10 - l'-1- 62— Heated 0 - /y` 62-- Heated Square Footage ©3 �!@$ per sq ft= $ Garage! Shed �� @$ per sq ft= $ Carport/Porch @$ per sq ft= $ Deck @$ per sq ft= $ Patio @$ per sgft= $ TOTAL VALUATION: $ 1 S 2�a'yCY 21 ry, $ Total Valuation 1sc $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + % Filing Fee $ FLOOD ZONE: _ Fireplaces @ $15.00 $ f f� IMPERVIOUS SURFACE: S- BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C (/310 RADON Fkk 50050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ -3,y ST(Zgaoh SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ BY: ple City of Atlantic Beach - 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • FAX (904)247-5805 - http://www/ei.atlantic-beach-fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION �Y (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATE ZD 4A JOB ADDR!i& — U� APPLICANT (t/ nr1JJ� —7 ADDRESS /� PHONE: cQLl , LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER ZONING DISTRICT CONTRACTOR DIS STATE LICENSE NUMBER �� UMBER CR ADDRESS oG4W ;tl�r�tWetXAPHONE CITY` 1 STATED ZIP 33 FAX 4 DESCRIBE tROPOSED USE AND WORK TO BE DONE Ll PRESENT USE OPLAND OR BUILDINGS) VALUATION OF PROPOSED CONSTRUCTION Is this an addition? �— If yes,what are the dimensions of the added space: — feet by ---feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? VC If yes,please submit with this application. WILL TTS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATE ? NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to detern ine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18/02 02--- AkA 9 - tv CEiv OCT 12002 City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • FAX (904)247-5805 • http://wwwlci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS,MOVING OR DEMOLITION) DATE /�A JOB ADDRESS W APPLICANT C!1 n f ��//—1ADDRESS /� PHONE: aLIf� 7 LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER ZONING DISTRICT +� CONTRACTOR ! okS STATE LICENSE NUMBER ADDRESS Com/ PHONE v�` //&37q1_7 J CITY`TQ CJLGtI/ STATE ZIP 3�FAX c-�'7f'((� /� (D DES RIBE VROPOSED USE AND WORK TO BE DONE 7edit� PRESENT USE OPLAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION - v� Is this an addition? If yes,what are the dimensions of the added space: — feet by -- -"-feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? t)O If yes,please submit with this application. WILL TTS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATE ? NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18/02 WATER IMPACT FEE WORK SHEET 1 ADDRESS: `�� kE Vel C C,�e� C W / DRAINAGE FIXTURE UNIT FIXTURE TYPEVALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 ` 2 Bathroom groupconsisting.of water closet, lavatory., bidet, and bathtub or shower 6 f �- Bathtub (With or without overhead shower or whiripooi attachments) 2 Bidet 2 Combination sink and.tray 2 Dental lavatory 1 ,+ Dishwashing machine, domestic 2 r Z Drinking fountain Z 1/2 Floor drains 2 Kitchen sink, domestic. 2 Kitchen sink, ddmestic with food waste grinder and/or t dishwasher 2 / Laundry tray (1 or 2.compartments) 2 Lavatory 1Z- Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS = �P MULTIPLIED x 20 TOTAL$ -Sr 3 A III. Energy Code Information: I. Is the current energy code form completed properly and signed; RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS correct climate zone and correct jurisdiction7 (FBC 13-600) No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? li No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? 11WW No N/A �/ (FBC 13-602.I.ABC.1.1) PLANS EXAMINER' ©'` DATE: 4. Is the"R"value for added insulation on exterior walla shown? �ev` No N/A 5. Is the "value for ceilings shown? (FBC 13-604.LABC.1) No N/A �j 6. Is the"R"value for raised floors shown? (FBC 13-605) No N/A OWNER: /J f` S T C JOB ADDRESS:` 9a �rU'�'f3 L V 7. Are Energy Credits Claimed? No N/A A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yea No N4 CONTRACTOR: r PHONE NUMBER: 1 -/Jf ek tjn il, B, White Roof Credit (FBC 13-607.I.A.5) Yes No 11 4 P1 Y( 3 �L y'*�_ C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes No 1W (CIRCLE) 1. Survey: h IV Foundation Plan: I. Is a specific purpose survey submitted? No N/A 1. Are all footings shown,including interior bearing walla, 2. Is correct Flood Zone shown? No N/A Column pads and concentrated loads? 1 ed3 No N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? 6) No N/A in an"A"or"V"zone? 7aa No NIA 3. Are all elevation changes in slab shown? <W No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? 450 No N/A 4. Is minimum concrete PSI shown? Y No N/A 5. Is property in a flood way? Yea 6 N/A S. Is slab reinforcement shown? No NIA 6. Is flood way line shown? Yes lea N/A A. Wire mesh size and gauge? V& No N/A B. Fibermesh romforccment7 Yei No 9X) 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) M No N/A Il. Structure Code Compliance: 7. is minimum slab on grade thickness shown?(FBC 1909.1) a¢1 No N/A a�a 1. Are plans sealed by architect or engineer? Y No N/A 8, Is type of soil treatment for termites shown?(FBC 19 16) (1&0 No N/A A. Are structural calculations submitted? � No NIA 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) YA) No NIA Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) IS No NIA 3. Is exposure category shown? (FBC 1606.1.8) jt No N/A 10. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 1606? No N/A (FBC 1805.1) Yes No IIN 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.57 j 1Q No N/A 1. Is finished grade shown? 4Q No N/A 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Iii No N/A stories and allowable area? 'A) No N/A A. Minimum 8"above adjacent grade? No NIA 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? 490 No N/A for structural elements? 4W No N/A C. Base flood elevation? )Q No N/A 9. Are plans designed per SSTD 10-99? Yes No 191 3. Is minimum footing depth beneath finished grade shown? No NIA A. Are all appropriate charts and tables shown? Yes Nol�li (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No >lz&' 4. Are all footing sizes shown? )els No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Construction in High Wind Areas"? -f1o"' No 1O No N/A g � 6. Is vertical reinforcement shown? 1O No N/A A. Are all appropriate charts and tables shown? Yes No 4 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No A.A. Is exterior wall fetish shown? Yes No NX IL Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No High Wind Areas? X&e No N/A C. Is exterior wall insulation shown? Yes No A. Are all appropriate charts and tables shown? lF&-� No NIA D. Is exterior wall finish shown? Yes No B. Are all appropriate requirements circled or highlighted? NG) No NIA 8. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? No NIA Manual for One-and Two-Family Dwellings,High Wind Edition'"? Vk No N/A B. Is exterior sheathing A. Are all appropriate charts and tables shown? 4%, No N/A C. Are nailin requirements(size and� shown? No NIA B. Are all appropriate requirements circled or highlighted? VV* No N/A (FBC Table 2306.1) spacing) D. Is exterior wall finish shown? NC) No N/A 15. Does bedroom open directly into garage? Yes To � N/A E. Is interior wall finish shown? & No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? No N/A grade shown? (FBC 2304.2.5) 425;) No N/A G. Are shear wall segments shown? 4�p No N/A 17. Is Designer's name and address shown on plans? re4 No N/A A. Type of hold-downs shown? Y No N/A 18. Do egress doors and landings comply with FBC 1012.1.3 ��±-� 9. Are ceiling heights shown? (FBC 1202.2) No N/A and FBC 1012.1.5? �i No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? 1Q No N/A 19. Are habitable rooms shown with the minimum light and ventilation IL Is ceiling type shown,drywall thickness? 1 e No N/A requirements of FBC 1203.17 �}^w No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? 150 No a� N/A wind load requirements for components and cladding per FBC 16067 No N/A B. Are conventional frame rafters used? Yes MV N/A 21. Does floor plan show fireplace? No N/A 1. Rafter size shown? Yes No 22. Are stair details shown? ea No N/A 2. Species of lumber shown? Yes No A. Is minimum stair width shown? (FBC Table 1004) No N/A 3. Grade of lumber shown? Yes No B. Are tread and riser sizes shown? (FBC 1007.3) Yes 0 N/ C. Type of roof sheeting shown? s>t'I No N/A C. Do spiral stairways comply with FBC 1007.8.2? Yea No �j 1. Thickness of roof sheeting shown? No N/A D. Are required landing shown? (FBC 1007A)? XiV No N/A 2. Grade of roof sheeting shown? Xri No N/A E. Is required headroom clearance shown? (FBC 1007.4) AG) No N/A 3. Nailing pattern of roof sheeting shown? V66 No N/A 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes No D. Weight of Dry-In felt shown? a No N/A 24. If required,are tenant separations shown? Yea No A E. Type ofroof cover shown? No N/A A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) } (FBC 1507.3.7) 4ae% No N/A 25. Are all columns and beams shown for porches and lanais? IQ No NIA 2. Attachment of tile roof shown? Yes No in A. Are column type,size and anchorage shown? <Z�) No N/A (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? No N/A 3. Other roof covering and attachments shown? 'tlgP No N/A 26. Are all lintel and beam details shown? ea No a F. Length of roof overhang shown? YGQ No N/A 27. Are engineering details provided for butt glass? Yes No 42D G. Type of soffit and fascia shown? No N/A H. Attic ventilation shown? Yi?£ No N/A I. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) YC/ No N/A 1. Are engineered truss plans provided showing loads,uplifts and 1. Type and gauge of eave metal shown? Yes No NZ required connections? No N/A 2. Are all headers,beams,girders and interior bearing walls shown? ea No N/A 3. Framed roof. VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on grade of lumber,span and connections? Yea No application? No N/A B. Is ceiling joist plan shown,including size,spacing, p 2. Are all room dimensions shown? No N/A species,grade of lumber,span and connections? Yes No 3. Are all door and window sizes shown? Yft No N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? 19 No N/A grade of lumber and connections? Yes No d/ 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes No 16 of lumber? Yea No N A 6. Are all vertical reinforcements shown? No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Ar. No N/A pattern? 1-611- No N/A 8. Are all hold-downs and hurricane anchorages shown? No N/A 9. Is required attic access shown? Yes No ta 10. Are all plumbing futures shown? I& No N/A VIII. Floor Framing. IL Are all electrical fixtures shown? No N/A 1. Is engineered floor truss plan provided,showing loads, �-� 12. Are all mechanical fixtures shown? I No N/A uplifts and connections? dED No N/A A. Is air handler and condensor location shown? No N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Y No N/A grade of lumber and connections? )9 No N/A B. Are all smoke detectors shown? (FBC 905.2) 'AM No N/A 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the fust habitable floor level nailing pattern? e! No N/A Have a 29"net clear door opening and handicap accessible route? (FBC II-11) is No N/A STEP 3. Please"submit Energy Code Forms,Notice of Commencement,Owner/Contractor-Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building De#6tment, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY T NFOO/RMATION P ED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNE G"" ' DATE. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND- CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTORV """ - `' DATE w V/ �9—' ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME eQ rewi MAILING ADDRESS Q , Aj d-40 PHONE JqS,qFAX v1q& -7� E-MAILF-(,IYP�1 #Jn homes COM SWr-bs�fil� ED<BEFORE ME THIS DAY OF KRY S$AM. Y .O ' OTY OF DUVAL Z' 00092737 <� NOTARY'S SIGNATURE 4/4/f/)�,000�' A�i�,V•l, A1 a.e, ��0,•O.: Personally known .OG . blic Uebe �t� S` ElProduced identification *N L. Type of identification produced :••O!1'Mi RSl�NF AS TO CONTRACOR�G SVA Y Personally known * '� �0 ao 9�. ❑ Produced identification • °'m:7k_ Type of identification produced DD092737 :�c .ate 4b Q' i*A : .o °4ded 54• 6/18/02 'ez;OGBZ °b�ic Unde •��F;�` ��i�/C,�S TAS E��%% NOTICE OF COMMENCEMENT Building Permit No, Book 10644 page 2168 Tax Folio No. _ STATE OF FLORIDA CODA TY OF DUVAL �49 (1)o not write in this blank area Reserved,for recording purposes only). THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 7I3, Florida Stamk/es, the following information is provided in this Notice of Commencement. 1. Description of Property: (Legal description of the property and street address, if'available). Lot 8,HIDDEN PARADISE,according to the plat thereof, as recorded in Plat Book 54,pages 97,97A and 97B,of the current Public Records of Duval County,Florida. 2. General Description oflmprovemems Construction of a single family residence. 3. (hurter Information: =Pj% ,16799 a. Name and address s�16�+� Bestcon'Inc. R1�et 2166 2440 South Beach Parkway FiItd E Recorded Jacksonville,Florida 32250 09/04/POOl` 10:57:09 AN JIN FULLER b. interest in property: CLERK CIRCUIT CUTDU"L MUNnr TRUST FUND f 1.00 Fee simple. COPY CERTIFEE i 1,00 # 00 C. Name and address of lee simple titleholder(if other'than oi>~Ttpp�� IMG 5. 4. Contractor: (name and address) Bestcondnc. 2440,9outh Beach Parkway Jacksonville,Florida 32250 S. Surety: a. Name and address: b. Amount ofbond S_____ 6. Lender Wormation: a. Name and address: .SunTrust Bank 200 West Forsyth Street Jacksonville,FL 32202 b. Designated Contact:Darlene Riggs 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(cs)7., Florida Stahetes: (Name and address) Lynn Vermliya SunTrust Bank, 200 West Forsyth Street Jacksonville,FL 32202 8. In addition to himself, (honer designate Darlene Riggs of SunTrust Bank, to receive a copy of the Lienor's Notice as provided in Section 713.13(a)(b).I jor�da Statutes. 9. Expiration date of Notice of"Commencement (the expiration date is One (1) Year from the date of recording unless a different dale is specified). Other expiration date: December 20,2003 REST ,,INC. Pau W.Nichols, Its President STATE OF FLORIDA COUNTY OF DUVAL This foregoing instrument was acknowiedged before me 1hi&1,--._ day of August, 2002, by Paul W. FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Aug. 21 2002 01:16PM P3 MAP SHOWING PLOT PLAN OF LOT 8 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES 97 THROUGH 978 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: SESTCON, INC. BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY UNE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. LAUREL WAY (50' R/W) 0 '11 "E S,W 6.83'`- 7 h ❑"MAGNOLIA V-20" LIVE DAK -�-?-OAK --- 7.m'- JCA CnEEMENr- 2"OAK N- - - --- - --------' - ,8" WATER OAK - 4 8 MAGNOLIA 7" WATER OAK 2'OAx 1-OAK . _ . . 20.0 V 0 to r o PORCH I .— f.L Z N I 0 9.0 Io. w o f t�W1 b35 F- u V) ( 3 w ?I PROPOSED DWELLING a aI o ro FIN FL EL (9.Z) Im w � � J O Q �0 ��; � I� � UJ z .�} 4 I x _ �wW 13.9 > w 0 '0n1 2s o' ,s.9' I o' U(Lw /W A ' 1 04 DECK ` I DECK 70' BRL 12" Li UREL OAK 5"HICKORY 1"OAK® 10' PRIVATE DRAINAGE 40" QUADRUPLE HICKORY 1"OAK EASEMENT N01 *11 '11 "W 75.52' Y L O T 1 4 L U 1' 1 0 I viaP w City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 J,'Y Phone: (904)247-5800 • FAX (904)247-5805 - http://www/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS �w AND ALTERATIONS, MOVING OR DEMOLITION) DATE JOB ADDRESS &8 W APPLICANT Ct/ ' � ADDRESS / PHONE: �'7tp � 4� LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER ZONING DISTRICT J CONTRACTOR I W Is STATE LICENSE NUMBER. ADDRESS oG PHONE J 7q7 CITY`�Q STATE ZIP 33 FAX r-V1-1(1 /c�62 r h DESCRIBE VROPOSED USE AND WORK TO BE DONE5/' W k_ -anii PRESENT USE OPLAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION - f9(7 Is this an addition? —'-- If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? _-- New electrical or increase in service? New plumbing fixtures? New fireplace? ,,New heating/air conditioning?. Is approval or Homeowner's Association or other private entity required? /VD If yes,please submit with this application. WILL TTS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATE ? . NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of 6/18/02Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Lot 16 Hidden Paradise Builder: Bestcon Homes Address: Lot 16 Hidden Paradise Permitting Office: Atlantic Beach City, State: 1 Atlanti Beach, FI )� Permit Number: Owner: Jal n5vo , l4 / (,' Jurisdiction Number: 261400 Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:42.0 kBtu/hr _ 3. Number of units,if multi-family t ` SEER: 10.00 _ 4. Number of Bedrooms 4 - b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area(J12) 2036 ft' e. N/A _ 7. Glass area&type a. Clear-single pane 0.0 ft2 13. Heating systems b. Clear-double pane 302.0 112 _ a. Electric Heat Pump Cap:42.0 kBtu/hr c. Tint/other SHGC-single pane 0.0 ft2 - HSPF:7.50 _ d. Tint/other SHGC-double pane 0.0 ft2 b. N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 165.0(p)It c. N/A _ b. Raised Wood,Adjacent R=19.0, 126.0ft2 c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Woad,Exterior R=11.0, 1381.0 ft2 _ EF:0.91 _ b. Frame,Wood,Adjacent R=11.0,224.0 ft2 - b. N/A c. N/A - d. N/A c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1458.0 ft2 _ 15. HVAC credits _ b. Under Attic R=19.0,315.0 ft2 - (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0,85.0 ft MZ-C-Multizone cooling, b. Sup:Con. Ret:Una AH:Garage Sup.R=6.0,70.0 ft MZ-H-Multizone heating) i Glass/Floor Area: 0.15 Total as-built points: 31697 p nA�� Total base points: 31697 I- I hereby certify that the plans and specifications covered Review of the plans and Tfm sT by this calculation are in compliance with the Florida specifications covered by this yon Energy Code. jC.1.f,�.. (m calculation indicates compliance with the Florida Energy Code. PREPAR�D BY: ,,,r „ V T1s Before construction is completed W. d! e DATE: /Q,pa this building will be inspected for I hereby certify that this buil g, as desi ne is in compliance with Section 553.908 compliance with the Flo d nergy a Florida Statutes. BUILDING OFFICIAL: DATEER! E�,F , G` ;' DATE: /K7 EnergyGauge®(Version: FLR1PB v3.21) FORAM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 16 Hidden Paradise,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 2036.0 20.04 7344.3 Double,Clear W 7.3 7.0 12.0 36.99 0.52 230.8 Double,Clear W 1.3 7.0 36.0 36.99 0.96 1277.4 Double,Clear S 1.3 5.0 16.0 34.50 0.85 466.7 Double,Clear E 1.3 11.0 20.0 40.22 0.99 799.4 Double, Clear SE 1.3 8.0 12.0 40.86 0.97 473.6 Double,Clear E 1.3 9.5 18.0 40.22 0.98 713.2 Double,Clear NE 1.3 8.0 12.0 28.72 0.98 336.1 Double,Clear N 1.3 7.0 8.0 19.22 0.97 148.8 Double,Clear E 1.3 8.0 54.0 40.22 0.97 2111.0 Double,Clear W 1.3 9.0 30.0 36.99 0.98 1089.4 Double,Clear W 1.3 3.0 16.0 36.99 0.78 458.7 Double,Clear S 1.3 9.0 60.0 34.50 0.97 1998.4 Double,Clear E 1.3 3.0 8.0 40.22 0.77 248.4 As-Built Total: 302.0 10351.9 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 224.0 0.70 156.8 Frame,Wood, Exterior 11.0 1381.0 1.70 2347.7 Exterior 1381.0 1.70 2347.7 Frame,Wood,Adjacent 11.0 224.0 0.70 156.8 Base Total: 1605.0 2504.5 As-Built Total: 1605.0 2504.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.1 2.40 43.4 Exterior Wood 50.4 6.10 307.4 Exterior 50.4 6.10 307.4 Adjacent Wood 18.1 2.40 43.4 Base Total: 68.5 350.8 As-Built Total: 68.5 350.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1437.0 1.73 2486.0 Under Attic 30.0 1458.0 1.73 X 1.00 2522.3 Under Attic 19.0 315.0 2.34 X 1.00 737.1 Base Total: 1437.0 2486.0 As-Built Total: 1773.0 3259.4 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 165.0(p) -37.0 -6105.0 Slab-On-Grade Edge Insulation 0.0 165.0(p -41.20 -6798.0 Raised 126.0 -3.99 -502.7 Raised Wood,Adjacent 19.0 126.0 0.40 50.4 Base Total: -6607.7 1 As-Built Total: 291.0 -6747.6 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 16 Hidden Paradise,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2036.0 10.21 20787.6 2036.0 10.21 20787.6 Summer Base Points: 26865.4 Summer As-Built Points: 30506.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 30506.6 1.000 (1.090 x 1.147 x 1.00) 0.341 1.000 12558.8 26865.4 0.4266 11460.8 1 30506.6 1.00 1.206 0.341 1.000 12558.8 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 16 Hidden Paradise,Atlantic Beach, FI, 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= Point .18 2036.0 12.74 4669.0 Double,Clear W 7.3 7.0 12.0 10.77 1.17 151.3 Double,Clear W 1.3 7.0 36.0 10.77 1.01 391.7 Double,Clear S 1.3 5.0 16.0 4.03 1.13 72.9 Double,Clear E 1.3 11.0 20.0 9.09 1.01 183.2 Double,Clear SE 1.3 8.0 12.0 5.33 1.03 66.2 Double,Clear E 1.3 9.5 18.0 9.09 1.01 165.3 Double,Clear NE 1.3 8.0 12.0 13.40 1.00 160.9 Double,Clear N 1.3 7.0 8.0 14.30 1.00 114.5 Double,Clear E 1.3 8.0 54.0 9.09 1.01 498.2 Double,Clear W 1.3 9.0 30.0 10.77 1.01 324.6 Double,Clear W 1.3 3.0 16.0 10.77 1.07 183.9 Double,Clear S 1.3 9.0 60.0 4.03 1.01 244.0 Double,Clear E 1.3 3.0 8.0 9.09 1.10 79.7 As-Built Total: 302.0 2636.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 224.0 3.60 806.4 Frame,Wood,Exterior 11.0 1381.0 3.70 5109.7 Exterior 1381.0 3.70 5109.7 Frame,Wood,Adjacent 11.0 224.0 3.60 806.4 Base Total: 1605.0 5916.1 As-Built Total: 1605.0 5916.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.1 11.50 208.0 Exterior Wood 50.4 12.30 619.8 Exterior 50.4 12.30 619.8 Adjacent Wood 18.1 11.50 208.0 Base Total: 68.5 827.8 As-Built Total: 68.5 827.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1437.0 2.05 2945.8 Under Attic 30.0 1458.0 2.05 X 1.00 2988.9 Under Attic 19.0 315.0 2.70 X 1.00 850.5 Base Total: 1437.0 2945.8 As-Built Total: 1773.0 3839.4 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 165.0(p) 8.9 1468.5 Slab-On-Grade Edge Insulation 0.0 165.0(p 18.80 3102.0 Raised 126.0 0.96 121.0 Raised Wood,Adjacent 19.0 126.0 2.20 277.2 Base Total: 1589.5 1 As-Built Total: 291.0 3379.2 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLRIPB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 16 Hidden Paradise,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2036.0 -0.59 -1201.2 2036.0 -0.59 -1201.2 Winter Base Points: 14747.0 Winter As-Built Points: 15397.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 15397.7 1.000 (1.069 x 1.169 x 1.00) 0.455 1.000 8515.8 14747.0 0.6274 9252.2 15397.7 1.00 1.216 0.455 1.000 8515.8 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1PB v3.21 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot 16 Hidden Paradise,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 50.0 0.91 4 1.00 2655.47 1.00 10621.9 As-Built Total: 10621.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 11461 9252 10984 31697 12559 8.516 10622 31697 PASS ZIiE ST,gl�O.n ♦ a r,I,c0D "��y� EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLRIPB v3.21 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot 16 Hidden Paradise,Atlantic Beach, FI, 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 orjoint members. -IEXCEPTION: 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,atpenetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1ABC.1.2.5 Air barrier on perimeter of floor cavity_between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, 1 have combustion air. 6A-22 OTHER_PRESCRIPTIVE-MEASURES (must be met or exceeded by all residences COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads J 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings, mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls }607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.21 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 81.7 The higher the score,the more efficient the home. Lot 16 Hidden Paradise, Atlantic Beach, FI, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:42.0 kBtu/hr _ 3. Number of units,if multi-family l _ SEER: 10.00 _ 4. Number of Bedrooms 4 _ b.N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area(ft2) 2036 ft2 c. N/A _ 7. Glass area&type _ a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 302.0 ft2 _ a. Electric Heat Pump Cap:42.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:7.50 _ d. Tint/other SHGC-double pane 0.0 ft2 b. N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 165.0(p)ft _ c. N/A _ b. Raised Wood,Adjacent R=19.0, 126.0ft2 c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=11.0, 1381.0 ft2 _ EF:0.91 _ b. Frame,Wood,Adjacent R=11.0,224.0 ft2 _ b. N/A _ c. N/A _ d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1458.0 ft2 _ 15. HVAC credits _ b. Under Attic R=19.0,315.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0,85.0 ft _ RB-Attic radiant barrier, b. Sup:Con. Ret:Unc. AH:Garage Sup.R=6.0,70.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) 0I-f8E ST,gl� in this home before final inspection. Otherwise,a new EPL Display Card will be completed _ -, 0 based on installed Cod mpl' 1t features. �� nur Builder Signature: G Date: /0/1 Address of New Home:1 � UJ W6ffJ4ity/FL Zip: jMCODO`'Y wE *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarTmdesignation), your home may qualms for energy efficiency mortgage(EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 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: FLRIPB v3.21) DATE: 7/17/02 MANUAL "J" SUMMARY REPORT -------------- Prepared For: Prepared By: Bestcon Homes R.B. Ellis Energy Design Systems Job Name: Lot 16 Hidden Paradise *********************************************************************** DESIGN CONDITIONS For Atlantic Beach OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 32 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor 5 Latent Factor 29 *********************************************************************** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM ------- ------- ------- ------- WHOLE HOUSE 40186 1340 35434 1476 ------- ------- ------- ------- HEATING COOLING DELTA T 40 DELTA T 23 NOTE: **Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. *** PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 DATE: 7/17/02 MANUAL "J" DETAILED REPORT FOR WHOLE HOUSE Prepared For: Prepared By: Bestcon Homes R.B. Ellis Energy Design Systems Job Name: Lot 16 Hidden Paradise ************************************************************************ EXPOSURE GLASS NORTH SOUTH EAST WEST NE/NW SE/SW HORZ TOTAL ------------------------------------------------------------------------ AREA 8 76 100 94 12 12 302 COOLING 200 3040 7400 6956 636 780 19012 HEATING 256 2432 3200 3008 384 384 9664 ------------------------------------------------------------------------ WALLS TOTAL ------------------------------------------------------------------------ AREA 1605 1605 COOLING 4013 4013 HEATING 6420 6420 ------------------------------------------------------------------------ DOORS TOTAL ------------------------------------------------------------------------ AREA 68 68 COOLING 904 904 HEATING 1418 1418 ------------------------------------------------------------------------ FLOOR AREA COOLING HEATING ------------------------------------------------------------------------ SLAB 165 6006 RAISED WOOD 126 113 277 ------------------------------------------------------------------------ CEILING AREA COOLING HEATING ------------------------------------------------------------------------ UNDER ATTIC 1458 2260 2187 SGL ASSEMBLY KNEE WALL 315 725 851 ------------------------------------------------------------------------ MISCELLANEOUS COOLING LOADS --------------------------- People Sensible Load 300 Latent Load 3217 Lights & Appl. Load 1200 Latent Safety Btuh 161 Ventilation Load Duct Heat Gain 2944 Infiltration Load 2416 Sensible Safety Btuh 1547 TOTAL SENSIBLE LOAD 35434 TOTAL LATENT LOAD 3378 Summer ACH 0.4 Temp. Swing Mult. 1.00 *** Total Cooling Load 42693 BTUH Or 3.56 Tons *** MISCELLANEOUS HEATING LOADS --------------------------- Infiltration Load 10173 Ventilation Load Duct Heat Loss 1341 Safety Btuh 1850 Winter ACH 0.8 *** Total Heating Load 40186 BTUH Or 3 . 35 Tons*** NOME OF COMMENCEMENT Building Permit No.___.. ___.. Book 10644 Page 2168 Tax Folio No. STATE OF FLORIDA �. COUNTY OF DURAL �49 (Donot write in this blank area Reserved./or recordingpurposes only). THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided to this Notice of Commencement. 1. Description of Property:(Legal description oj'the property and street address, rf available). Lot 9,HIDDEN PARADISE,according to the plat thereof, as recorded in Plat Book 54,pages 97,97A and 97B,of the current Public Records of Duval County,Florida. 2. General Description of Improvements- Construction of a single family residence. 3. Owner Information: 90 t % 4F'79`3 a. Name and address: Bestconjnc. Rla�e; 2168 2440 South Beach Parkway Fil0d 1 Recorded Jacksonville,Florida 32130 Jim 09/04/M 10:57:49 AN FIN.LER MM CIRCUIT COURT / b. Interest in property: TAMTy T � 1.00 1 Fee simple. OTIfYY $ 1.00 V C. Name and address o'1f ee simple titleholder(if other than ox t AIN6 5.40 P _ 4. Contractor. (name and address) Bestcon,lnc. 2440,9outh Beach Parkway Jacksonville,Florida 31130 5. Surety: a. Name and address: b. Amount ofbond 6. Lender Information: a. Name and address: SunTrust Bank 100 West Forsyth Street Jacksonville,FL 32202 b. Designated Contact:Darlene Riggs 7. Persons within the State of Florida designated by Owner upon Whom notices or other documents may be served as provided by Section 713.13(I)(a)7., Florida Stati(tes: (Name and address) Lynn PermUya SunTrust Bank, 200 West Forsyth Street Jacksonville,FL 32202 8. In addition to himself, Owner designate Darlene Riggs of SunTrust Bank, to receive a copy of the Lienor's Notice as provided in Section 713.13(a)(b).Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is One (1) Year from the date of recording unless a different date is specified). Other expiration date: December 20,2003 REST;, EST „INC. 11y: Pau W. Nichols, Its President STATE OF FLORIDA COUNTY OF DUVAL o� a mx 10 ty of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 hone. (90, 247-5800 • FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FANULY OR TWO-FANULY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS,MOVING OR DEMOLITION) DATE /,/O�' JOB ADDRESS /4&8 W APPLICANT t!'J nn jj��`` ADDRESS PHONE: PC`fl0 LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER ZONINGDISTRICT S CONTRACTOR 11 OIS STATE LICENSE NUMBER ADDRESS PHONE , 1Q CITY- Q/� � � STATE L ZIP 33 FAX ,216 Z262 r DES RIBS rROPOSED USE AND WORK TO BE DONE Ll PRESENT USE O AND OR BUILDING(S) fiLa VALUATION OF PROPOSED CONSTRUCTION t>C� Is this an addition? If yes,what are the dimensions of the added space: feet by --feet Will the added area be heated and cooled? ---- New electrical or increase in service? New plumbing fixtures? ew fireplace? VQ heating/air conditioning? /V Is approval or Homeowner's Association or other private entity required? Q If yes,please submit with this application. WILL TTS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATE ? NO. Applicant certifies that no change in site grade or rill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6118/02 ,OWNER:Spec Lot 8 Hidden Paradise Specifications BUILDER: BESTCON, Inc. DATE: 10/1/2002 CONSTRUCTION JOB ADDRESS: Lot 8 Hidden Paradise 1488 Laurel Way Atlantic Beach, FI. 32233 All Items may not apply. (Mark those either"In Allowance,""Owner Choice,"Not Applicable—"N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: 2500 PSI `7Slump: 3" Width: 20" Depth: 10" Reinforcing: #5 Number: 2 Spacing: N/A Dowels: N/A Spacing: N/A Keyway: NIA FROST FOOTING-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: Conc. Block If Concrete Block-Size: 8"x16" Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: #4 Number: 1 Spacing: 48"oc N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS-Material: N/A Size: N/A Spacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A R-Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A Size: N/A Spacing: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 1 OWNER:Spec Lot 8 Hidden Paradise 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A Finish & Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh _—T— -J Fill: Sand Thickness: 4" Size: Varies Finish: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: None J Fill: Sand Thickness: 4" Size: T wide Finish: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 8' x 10' Finish: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 16' wide Finish &Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: If foundation >24" 1-#5 FOUNDATION BOLTS-Spacing: Per req. Location: At perimeter Engineering EXPANSION JOINTS-Type: None Location: N/A CONTROL JOINTS-Type: Scored Location: Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists; floor joists; sub flooring; plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging;joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks, treads and risers. BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 2 ,OWNER:Spec Lot 8 Hidden Paradise Frarnino Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7/16" O.S.B Size: 4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Front, Sides&Rear Mainstreet Size: Varies Roof Sheathing Material: O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: N/A Bolts: N/A Nails-Framing Members: Common or Galvanized (weather related) Siding: Galvanized Windows: 8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top & Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers, Windows& Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 3 OWNER:Spec Lot 8 Hidden Paradise Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2" vinyl decorative trim Door Trim 3-1/2" vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material: #26 galvanized steel Windows: Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents: Vinyl Gable Vents: None 4.WINDOWS: Manufacturer/Style: KINCO MARK 50 Material: Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material: Certainteed Fiberglass Grade: 25 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4" galvanized Felt: 15# Size/Weight: 36" x 15# Nails: 1-1/4" galvanized Roof Edging: 6" pre-painted galvanized steel Step Shingle Flashing: 5"x 5" galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18" galvanized Roof Fans/Vents: 6' steel off-ridge ISESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL - 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 4 OWNER:Spec Lot 8 Hidden Paradise 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54" x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: ncluding Storm Doors Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage Mid America Model Regal 40 PFS 16'x7' 2-1/2" Mid America Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 5 OWNER:Spec Lot 8 Hidden Paradise 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek -y1450 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft 1500 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer Wor Material Style Size Doors Generic Hardboard 6-Panel Varies Casing Generic Finger-jointed white pine WMP-256 2-1/4" Base Generic Finger-jointed white pine WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger-jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 6 OWNER:Spec Lot 8 Hidden Paradise 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No.of Coats Installation Walls Ceilings ALL WALLS Sheetrock Y2„ Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/ Popcorn or 1�2" Ceiling Nailed 3 Knockdown Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn or Knockdown Texture Other: 1 /2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 7 OWNER:Spec Lot 8 Hidden Paradise 11. CABINETS,VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE WOR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None Guest Bath Bath#1 Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None =Bt2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style/Number: N/A TBond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile & Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" No. of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath: w/felt Other: Stucco at foundation only BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 8 OWNER:Spec Lot 8 Hidden Paradise 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump/Air Conditioner Brand Name, Model, Size: 3 ton JANITROL 10 SEER CPKE36-1 A36-10 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R-6 There will be NO dampers (except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6 Insulated returns: Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, & Number: CODY One-way throw-11 Grilles Brand Name, Style, & Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name, & Model: N/A Electronic Air Cleaner Brand Name, & Model: N/A Baseboard Heat Brand Name, Model & Numbers: N/A Stove Vent: N/A Dryer Vent: 4" metal Bath Vents: 3" diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL - 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 9 OWNER:Spec Lot 8 Hidden Paradise 14. PLUMBING: Waste Disposal-Public: City of Atlantic Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of Atlantic Beach Private: N/A Pressure Reducing Valve-Make& Model: N/A Gas Supply-Public: N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue 3/a' House to Water Heater CPVC SCD40 Glue 3/4" House to Bathrooms CPVC SCD40 Glue 3/" TO 1/2" House to Kitchen Sink CPVC SCD40 Glue 3/4" TO 1/2" House to Refrigerator CPVC SCD40 Glue 3/" TO %s' House to Dishwasher CPVC SCD40 Glue 3/" TO %" House to Ice Maker N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 10 OWNER:Spec Lot 8 Hidden Paradise Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath#1 Bath #2 Water Closet STERLING STERLING Elongated Round Toilet Seat Church Church Shower LASCO 3460 Tub STERLING 2660 Acrylic Feature Tub Faucet& Control Lever DELTA D- DELTA D- 2710LH P/H62/A6 1448LH P/H71/ 2WH A72WH Shower Faucet& Control DELTA D- 1324LH P/H71/A7 2WH Lavatory Faucet& Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location, Type& Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type & Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 11 OWNER:Spec Lot 8 Hidden Paradise Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink Sterling 3322 33"x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: r ce as per specifications from Power Company-Overhead: N/A Underground: 150 amp Box Manufacturer& Size: 150 amp Square D -7 f 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 12 OWNER:Spec Lot 8 Hidden Paradise 220 High Voltage Wiring Detail: Item Wire Size Breaker Size Individual Circuit quantity Stove #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 2 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • Fl- • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 13 OWNER:Spec Lot 8 Hidden Paradise 110 Volta a Wirin Detail• Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 3 1 10 Dining/Family 15 amp #14 CU 5 2 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 4 Master Bath 15 amp #14 CU 1 1 1 Guest Bath 15 amp #14 CU 0 0 0 Bath#1 15 amp #14 CU 1 1 1 Bath#2 Master Bedroom 15 amp #14 CU 2 1 6 Bedroom#1 15 amp #14 CU 1 1 3 Bedroom#2 15 amp #14 CU 1 1 5 Bedroom#3 Closet#1 15 amp #14 CU 1 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 20 amp #12 CU 3 1 3 Garage 15 amp #14 CU 1 2 3 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 14 OWNER:Spec Lot 8 Hidden Paradise 110 Voltage Wiring Detail (continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 Cl 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 1 5 Weatherproof Recept.. 15 amp #14/2 CU 3 Smoke Detectors 15 amp #14/2 CU 4 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name& Model Number Wire Size Quantity Dining Room Progress 4032-30 1 Breakfast Nook None 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-30 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls, Closet or Laundry Progress 3408-30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound 1 Garage (front wall bracket) Progress P5745-30 1 Front Porch (O/H) Progress Recessed 1 Kitchen Sink (O/H) Recess with open trim 2 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 15 OWNER:Spec Lot 8 Hidden Paradise 16. PAINTING: PAINT, EXTERIOR: N/A Number of Coats: 2: N/A Siding:Vinyl Trim: Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: Ultra deluxe flaq Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17.GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks/Downspout Extensions: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 16 OWNER:Spec Lot 8 Hidden Paradise 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7'-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To 7'-0"AFF Bath#2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19. SPECIAL EQUIPMENT: Not Included Elsewhere Garage Door Opener Brand Name & Model: Pre-wire ONLY Attic Fan Brand Name& Model: N/A Skylight Brand Name & Model: N/A Suntech FGC 2549 Bronze 25"X 49" Roof Ventilator Brand Name & Model: 6' Off Ridge Vent Galvanized Stampco Smoke Detectors Brand Name & Model: Firex 4418 w/battery backup Intercom Brand Name & Model: N/A Style& Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 2 Burglar Alarm Brand Name & Model: DSC PC1555 Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 OWNER:Spec Lot 8 Hidden Paradise 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod: Full Coverage of Floritam St. Augustine Number and species of plants: 20 - 3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22.ALLOWANCES: ITEM Manufacturer and Model/Style INSTALLATION DATE (Tentative) Wallpaper, Materials, & Labor N/A N/A. Floor Coverings—Carpet Portico- Monte Carlo, N/A Fascination or Illumination Floor Coverings-Vinyl Armstrong - Memories N/A Range MAYTAG MER5530AAW N/A Dishwasher MAYTAG MDB4100AWW N/A Hood vent MAYTAG H 304RW N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan &Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing & Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 18 PAGE 1 ,Pate: 08/21/2002 MANNING BUILDING SUPPLY LOG # : B0635F TRUSS DIVISION JOB # : JACKSONVILLE "alesman: JOHN FERGUSON Pitch: /12 Customer: BESTCON HOMES Job Name : Ai 4 +Address : 2440 South Beach Parkway Address : LOT HIDDEN PARADISE Jacksonville Bch, FL. 32250 Designer: KA --------------------- ------------------------------------------------- LeftRight Qtyl Span I O.H. ` O.H. Description ---------- -------------------------------------------------------------- �"" 1 14' 9" 8 0 ' 0 ' PW1 1 11' 3" 8 0 ' 0 ' PW2 7 30 ' 0 ' 0 ' F1 2 14' 6" 0 ' 0 ' F2 1 14' 9"8 0 ' 0 ' F3 7 11 ' 3" 8 0 ' 0 ' F4 ** Beams ** 1 10 BM1 GPLAM 16" 2 30 BM2 GPLAM 16" ** Hardware Floor ** 19 I THA422 SY42 Hanger 2 S HGUS412* 2-ply GPLam Hanger .---------------------------- - - 19 - Trusses 21 # of Hardware 0 - # of I-Joist � 0 - Piggy' s 0 - Jacks 3 - # of Beams 0 - # of Rim Board -------------------- 19 - Total Trusses ISED 5am FALS r ----12' -*-6' + - 30"4" 4' -+-N-i B0635 BESTCON LOT 16 H P KEVIN RSHWORTH BANNING BLDG . SUPPLIES H 11155 PHILLIPS PKWRY PH# 268-8225 Cl) JRX. FLR. 32256 a PW1 3 Li a F3 1. BM1 F2 ` o m I d' w F1 LL o LL Oct 0 f OH N C:) w[0 Ir O N .y BM2 14' r - - 30' 8 4" 54'4" MANNING BUILDING SUPPLIES KEVIN ASHWORTH 29 Jul 2002 7:47 am 11155 PHILLIPS PKWY DRE , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTBea/n®Engineering Analysis 01996-2002 Georgia-Pacific Corporation Version: 3.3 Build: 3.3.0.0 Project : B0635.FBD Information : BESTCON LOT16 HP Mark# : BM1 Desc : Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L1360 TL=0240 Composite Action : No 3.5", 565 psi 3.5", 565 psi LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 pst, Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start VEnd O-Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0.0.. 4'31/2" 14 21/2"s.c.-FLOOR 2 Uniform(pif) 80 0 100% 0 0'0" 4'31/7' WALL Uniform(plf) 15 0 0 0 4'31/2" Self Weight _ `Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 2 Max R'n 1041 1041 Min Wn 432 432 DL R'n 432 432 as Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Big Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 324 1 116, 21 10640 100% 0.03 M(ft4bs) 1117 1 2'2" 21 35556 100% 0.03 LtRn(lbs) 1041 0 0'0" 21 6921 100% 0.15 See Note#5 RtRn(lbs) 1041 0 4'4" 21 6921 100% 0.15 See Note#5 LLDefI(in.) 0.00 1 2'2" 21 0.14 U23541 TLDefI(in) 0.00 1 2'2" 21 0.21 013784 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed/n accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 6.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from Supports'sectlon above. 8.Bearing length based on design material;support material capacity shall be verified(by others). T.When required by the building code,a registered design professional or building official should verify the input loads and product application. d.This engineered lumber product has been sized for residential use.A concentrated load check per the building code,must be performed for commercial uses. 8.Verify that load Is applied at top or equally from both sides. 10.Nail plies together with 18d nails @ 12"o%along top and bottom edges and thru center.Nall from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP,change to expanded printout. no eP MANNING BUILDING SUPPLIES KEVIN ASHWORTH 29 Jul 2002 7:50 am 11155 PHILLIPS PKWY ORE , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTSeam®Engineering Analysis 01996-2002 Georgia-Pacific Corporation Version: 3.3 Build: 3.3.0.0 Project : B0635.FBD Information : BESTCON LOT16 HP Mark# : BM2 Desc : Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= U360 TL = U240 Composite Action : No 13.5", 565 psi H Li Li 8, 53 LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 pst, Root.'Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape eStart @End MStart @End Span# Starts Ends Additional Into 1 Uniform(plf) 110 0 100% 0 0'0" 29 81/2' WALL 2 Span Carried(psf) 42 30 125% 0 V 0" 29 81/2' 4 0"s.c.-ROOF 3 Uniform(plf) 150 107 125% 0 010" 29 8 1/2" GABLE Uniform(plf) 15 0 0 0 29 81/2' Self Weight 'Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 3 4 Max R'n 1060 5176 5040 314 Min Wn 119 2755 2650 -681 OP DL R'n 410 2755 2650 -128 Min Brg(in.) 1.50 3.00 3.00 1.50 [Based on bearing stress below] Brq Str(psil 565 565 565 565 DESIGN l Value Span X Group Allow LDF Ratio V(lbs) 2370 2 14'6" 45 13300 125% 0.18 M(ft4bs) 6413 1 661 44 44445 125% 0.14 LtRn(lbs) 1060 0 0'0" 42 6921 100% 0.15 See Note#5 RtRn(lbs) 314 0 29'8" 42 6921 100% 0.05 See Note#5 IntRn(lbs) 5176 0 8.61 44 6921 100% 0.75 See Note#5 LLDefl(in.) 0.05 2 8-0" 43 0.53 U3764 TLDefl(in) 0.10 2 8'9' 43 0.80 U1856 USE: GPLAM 2.0E 1.7506.00" 2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. am 3.Loads have been Input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 6.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from Supports'sectlon above. 8.Bearing length based on design material;support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. d.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Provide approved uplift resistance at supports with negative reactions. 10.Verify that load Is applied at top or equally from both sides. if.Nall plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nall from alternate faces,2"from edges. 12.Max0in reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 13.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 14 For explanation of GROUP change to expanded printout I (B0635f PW1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SPECIAL LOADS TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 210 PLF at 0.00 to 210 PLF at 14.79 SEE DWG GBLSY42AO699 OR GBLSY42BO699 FOR GABLE DETAILS. BC From 10 PLF at 0.00 to 10 PLF at 14.79 3X5= 2X4 III T 1-4-0 1-4-0 IN- III +8-1-2 2X4 III 3X3= 2X4 III 14-9-8 Over Continuous Support _ J R=220 PLF W=14-9-8 Note: All Plates Are 141.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Sd FL 3 R - Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC ILL 4 0.0 P S F R E F R151--75182 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IN 583 D'OHOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERf ORMI NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATE O, TOP CHORD SHALL HAVE PROPERLY ATTACHED .Q._�qm� T C D L 1 0.O P S F DATE08/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, IY� **IMPORTANT** FURNISH A COPY OF THIS OE SIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENI:INEFNEC 1t BC DL 5.0 PSF D R W HCUSR151 02234155 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OE SIGN; ANY FAILURE 1J ••'- BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANt' S V1`•••••,j�' B C L L 0.0 P S F HC-ENG M N M/MMA 7ALPINE BRACING OF TRUSSES. TM IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN j SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE i 'T CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. E%CEPT AS NOTED. APPLY CONNECTORS TO ' t ^C =+ TOT.LD. 55.0 P S F SEAN - 38524 OR AHI S PER FACE160 ARISS, AN DEUSEA LNLE SO NT TER SI DR AI OI N AT I NOICATD ON HISADC CEPTANCEOOFT PR OFEION 05 SNONA,RENGINF ER ING ��'. /r P,• p�tv. OUR.FAC. 1.00 FROM KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU1 TABiL ITY AND USE OF THIS %'�(N �� { Hautes City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RE SPONSIBItITY OF THE BUILDING DLSIGNER. PER _ A,%jq E� S PACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. (B06351F PW2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SPECIAL LOADS TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 210 PLF at 0.00 to 210 PLF at 11.29 SEE DWG GBLSY42AO699 OR GBLSY42BO699 FOR GABLE DETAILS. BC From 10 PLF at 0.00 to 10 PLF at 11.29 W3X5= W2X4 III T1H - Ll T 1-4-0 1-4-0 rl 8-1-2 7 W2X4111 7WX — W2X4III fE 11-3-8 Over Continuous Support R=220 PLF W=11-3-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL 3 R - Scale =.5" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND r BRACING. BE, TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 40.0 P S F R E F R 1 5 1--75183 INSTITUTE, 503 D'ON)FRIO DR., SUITE 200, MAD ISDN, WI 53119), FOR SAFETY PRACTICES PRIOR TO PE0.FOft MING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CNORD SHALL HAVE PROPERLY AY?tC HfO T C D L 10.0 P S F DATE 08/22/ 2 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j�FIC BC DL 5.0 PSF DRW HCUSR151 02234153 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 -_4� BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INST AL LIMO ANC V" ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DT SIfiN _ + _•• �•:; B C L L 0.0 P S F H C E N G M N M/MMA SPFCIf ICATI ON PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GAL.V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TJ ?:;_ ( T 0 T.L D. 55.0 P S F S E Q N - 8734 EACH FACE Of TRU5S, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER {(n S DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE[RING �e/A �(Q�;T D U R.FAC. 1.00 FR0M KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIF, 7 *.......• I'Iaine-s CIty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Au g �^ SPACING S E E ABOVE FLCertificateofAuthorizafion#567 ANSI/TPI 1-1995 SECTION 2. ,. (B0635f F1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #1 Dense :T2 4x2 SP #2 N: SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 MAX JT VERT DEFL: LL: 0.39" DL: 0.20" RECOMMENDED CAMBER 1/4" SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.00 to 100 PLF at 30.00 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. BC From 10 PLF at 0.00 to 10 PLF at 30.00 TC 1564 LB Conc. Load at 0.12, 29.88 H = SIMPSON THA422 FILL ALL NAIL HOLES W/ 16d COMMON NAILS. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES. THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD MAGNITUDES REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. AND LOCATIONS AS SHOWN f"SPECIAL LOADS"). TRUSS ENGINEER IS NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. 3-3-10 24" I 24 ' " f 2-10-8 - + "-9-14 =i 15" T ` f��l 2 X 4 III 4X4= W=3X5 3X5= 3X3= 1.5X4 III 5X9= 5X5= 3X5= 3X3= 3X3= 3X3= 3X3= 3X5= 3X5= 5X7= 1 4-0 T2 1 4-0 +8-1-2 3X3111 3X3- 3X3= 4X4= 3X5= 5X7— 5X7= 5X5= 4X4= 2X5111 5X5= 5X5= 5X5= 3X3111 3X3= 2X5111 4X4= 3X3= 3X3 III (moved) W=3X5 LF 8-5-12 rE 30-0-0 Over 3 Supports R=1784 R=1983 W=3.5" R-2661 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale *B RACKING. —WARNING— TRUSSES TO HIB-91U I R(HANDLINGE CARE INSTALLINGAND BRAOCIN G JHANDLING,PUBISHEDHBYP TPI,IN(TRA�SING PL AEANP T TC LL 40.0 PSF REF R151--75184 INSTITUTE. 583 D'ON OFR10 DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRATICES PRIOR Tc� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHES T C D L 10.0 P S F DATE 0 8/2 2/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. '*IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THEI EV INSTALLATION CONTRACTOR. ALPINE rNG P!f r_FHCD "•'•.p�pj _ BC DL 5.0 P S F D R W HCUSR151 02234151 BUILD THE TRUSSESAIN CO NFORMANCE1 BE RE SP O WITHNS I TPI; OR FAB RICATING, HANDLINGS OSHIPPIN G,ESIGN A N NSTALL I NO AMD Z •��(l Cf' ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGk = rr j BC LL 0.0 P S F HC M N M/MMA SPECIFICATION PUBLISHED 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 19 12 �Q TOT.L D. 5 5.0 P S F S E Q N - 38515 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER CR 1 �� t� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING .P �' �•'41 Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �S j�•t �C.•'r�� D U R.FAC. 1.0 0 FROM fC A Raines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PE0. D13 C,NV S P A C I NG S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2, (B0635f F2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. H = SIMPSON THA422 FILL ALL NAIL HOLES W/ 16d COMMON NAILS. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 6-1-4 24' -4-12— —� 5" Typ• 3X3=- 3X6=— X3=3X6= 3X3= 3X3- 1.5X4111 1.5X4111 3X3= 3X6= T T 1-4-0 1-4-0 8 1-2 2X4111 3X5- 3X3= 3X3= 3X3= 3X3- 3X5= 2X4111 IE 14-6-0 Over 2 Supports R=798 R=798 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 1=9.5d FL 3 R - Scale =.375" Ft. *BRAING. xREFERRTOES HIB-901UIR(HANDLRINGE CARE INSTALLNINGAANDCBRAC""HANDLING, ILISHED BYPTPI INSTALLING PL TE E TC LL 40.0 PSF REF R151--75185 INSTITUTE, 583 D'ON OF TO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRI O,: TO PERFORMING THESE FUNC 7I ON S. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED .` TC OL 10.0 P S F DATE 08122102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��ppMF -Y BC DL 5.0 P S F D R W HCUSR151 02234154 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .{♦ �4}'` • ALPINE BUILD THE TRUSSES [N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ,11 :�J• p BRACING OF TRUSSES. THIS DESIGN CGNF0RMS WITH APPLICABLE PROVISIONS OF NDS INAI'D IAL DE$?€N x f z U C L L O.O P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE L CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTG'S TO ( x A ( i4 TOT.L D. 5 5.0 P S F S E O N - 38522 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNEfTORS PER - R`�Q;� D U R.FAC. 1.00 F ROM K A DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING LL Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS _�`(•Q`-- ••C" t� flames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AugL�V+,,r' S P A C I N G 2 4.D" FL Certificate of Authorization#567 ANSI/TPI 11995 SEcnoI 2. ^^M144,,,� ,,, (B0635f F3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. H = SIMPSON THA422 FILL ALL NAIL HOLES W/ 16d COMMON NAILS. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. L _I 6-4-12 24" 6-4-12 —� 5" Typ. 3X3=- 3H= X3=3X6= 3X3= 3X3- 1.5X4111 1.5X4111 3X3= 3X6= T T 1-4-0 1-4-0 —1 +8-1-2 3X5- 3X3- 3X3= 3X3- 3X3- 3X5- 2X4111 �� 2 X 4 III fF 14-9-8 Over 2 Supports 35.1 R=814 W=3.5" R=814 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.53 FL 3 R - Scale =.375" Ft. * AND I BR CING- REFERRTOSES HIB 9O1UIR(HANDLINGEINSTALLNINGAAND BRAC51NG)HANPUBrLISHED BYPTPI IR(TRUSSIPGATE TC LL 40.0 PSF REF R151- -75186 INSTITUTE, 583 D'ON OFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO _.�MM�^ T C D L 1 0. P S F DATE 08122102 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT—CHED 1P-`'�� r� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. W '*IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY f9ILURE TO �Q1iF1�.ir,. B C D L 5.0 P S F D R W HCH$RI5I. 02234I52 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INST gLLIn� ARD �'•'[ems'•• 9 ALPINE BRACING OF TRUSSES HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAT NAL CCSIGJ ��= BC LL 0.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE f CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GAL V. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS T(1 if '/�c T 0 T.L D. 5 5.0 P S F S E Q N - 38519 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS'PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGING.FRIN[.� I •V^�~ �'� 1pP. k.� D U R.FAC 1.00 F R 0 M K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS i r Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Au�� } q CV FL Certificate ofAuthorizationN567 ANSI/TPI 1-1995 SECTION 2. W1177 G�+x SPACING 24.0" (B0635f F4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 4-7-12 ( 24" 4-7-12 15" Typ: F I W3X5= W1.5X4(R) = W3X3= W3X3= W3X3= W3X3= W3X5 W1.5X4(R) = T T 0 1-0-8 1-0-8 �8 � W3X5= W3X3= W1.5X4 III W3X5 W2X4 III W1.5X4 III W3X3= W2X4 III LE 11-3-8 Over 2 Supports J R=621 W=3.5" R=621 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5d FL 3 R - Scale =.5" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 40.0 P S F R E F R151--75187 INSTITUTE, 583 D'ON OFRIO DR., SUITE 200, MAOI SON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT:.CHFD T C D L 10.0 P S F DATE 08122102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �,..:,�7/�/ *'IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE FNGINFEHED t t�FI "� B C D L 5.O P S F D R W HCUSR151 02234156 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN FAILuu,`TO i ` C��.•,�j BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANL ;♦ F•� B C L L 0.O P S F H C-ENG M N M MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (N AT IO NAI OIL ,,N + SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �e27 f CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS IO t •Q T 0 T.L D. 5 5.0 P S F S E A N - 13716 EACH EASE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION f,ON NEG TORI PER �• �{(� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER{NG I t�s••,•• C1�(Q�✓'�� D U R.FAC 1.00 F R 0 M IC A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THfJ • (� Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A u 9 q N SPACING 2 4.0" FLCeRificateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. 0 TOP CHORD 4X2 SP #1 S 1 S 1'EM42 FLOOR GABLE BOT CHORD 4X2 SP #1 WEBS 4X2 SP #3 THIS TRUSS DESIGNED TO SUPPORT: 628 PLF REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. MAXIMUM UPWARD TOP CHORD LOAD IS 400 PLF, PROVIDE ANCHORAGE SYMM I q CONTINUOUS TO FOUNDATION. ABOUTI 24" MAX 24 MAX 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION I+ ►i 8'0" STUD WALL (110 PLN) � 20'0" ROOF SPAN WITH NO OVERHANG; 37 OR 40 PSF AT 1.25 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 DURATION, OR 47 PSF AT 1.33 DURATION OR W=3X4 1-6-0 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION W=3X4 MAX 8'0" STUD WALL (110 PLF) 17'2" ROOF SPAN WITH NO OVERHANG; 45 OR 50 PSF AT 1.25 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 DURATION, OR 55 PSF AT 1.33 DURATION DRAG LOADS MUST BE TRANSFERRED AND CARRIED LENGTH AS REQUIRED I BY PROPERLY ATTACHED STRUCTURAL PANELS. OVER CONTINUOUS BEARING TOP CHORD 4X2 SP #1 SYSTEM42 FLOOR GABLE BOT CHORD 4X2 SP #1 WEBS 4X2 SP #3 A) THIS TRUSS DESIGNED TO SUPPORT: 1182 PLF. MAXIMUM UPWARD TOP CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION SYMM " 16" 8'0" STUD WALL (110 PLF) 16 ABOUTI 36'0" ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, MAX MAX OR 47 PSF AT 1.33 DURATION i f+� OR ` I 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) 1.5X4 11.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 30'0" ROOF SPAN WITH 2'0" OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, W=3X4Z OR 55 PSF AT 1.33 DURATION 1-6-0 B) DOUBLE MEMBER TOP CHORD, TRUSS DESIGNED TO SUPPORT: 2038 PLF MAX MAXIMUM UPWARD TOP CHORD LOAD IS 1300 PLF, PROVIDE ANCHORAGE =3X4 CONTINUOUS TO FOUNDATION. 777777-77-7777- 7-77-7, 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 8'0" STUD WALL (110 PLF) 60'0" ROOF SPAN WITH 2'0" OVERHANG; 47 OR 55 PSF AT 1.33 DURATION, LENGTH AS REQUIRED OR 37, 40, 45, OR 50 PSF AT 1.25 DURATION. OVER CONTINUOUS BEARING NOTE: FOR DOUBLE MEMBER TOP CHORDS, CHANGE 1.5X4, 2X4, 3X3, AND 3X5 PLATES TO 2X5, 2X5, 4X4, AND 4X5 PLATES, RESPECTIVELY. 3X4 SPLICE DRAG LOADS MUST BE TRANSFERRED AND CARRIED PLATES REMAIN UNCHANGED. SPLICES OF DOUBLE MEMBER TOP CHORDS BY PROPERLY ATTACHED STRUCTURAL PANELS. TO BE STAGGERED. THIS DRAWING REPLACES DRAWING 657,275 ..WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL 40.0 PSF REF SY42-FLOOR GABLE INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED SAFETY PRBY TPI ACTICES ICESSS APRIOR TOINSTITUPERFORMING583 nT6FRIO HESE FUNCTIONS.SUITE 2UNLESSIOOTHERWI E3719) FOP INDICATED, TC DL 10.0 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL `, HAVE A PROPERLY ATTACHED RIGID CEILING. C DL 5.0 PSF DRWG GBLSY42AO699 ..IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEDESIGN;ANY FAILURELL THE TRUSSE SRESPONSIBLE CONF CONFORMANCE WITHANY ET TPI; ORFABRICATTHIS ING, •��' Cq• ALPINE .� .�. LL 0.0 PSF -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH ) APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHER BY THE • N0..h7! LD. 55.0 PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF .�� ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i�+'� V'aTFOF POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ?Ci�. �t`1P� R. FAC. 1.00 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THESUITABILs1�`.,S \ RE SPONSIITY BILITYDOF OF THIS COMPONENT BUILDING DESIGNER,OPER ANY PARTICULAR 1L]995 USECTIONILDING I2 THE 'ti /k ••'N� PACING SEL'' ABOVE L^ +Fo w....w"' TOP CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 SYSTEM42 FLOOR GABLE BOT CHORD 4X2 S . PINE #2, DFL #2, OR HF #1 WEBS 4X2 SO. PINE #3, DFL #3, OR HF #3 THIS TRUSS DESIGNED TO SUPPORT: 583 PLF REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. MAXIMUM UPWARD TOP CHORD LOAD IS 400 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. SYMM1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION ABOUT 2MAX , " 24" MAX 8'0" STUD WALL (110 PLF) 18'0" ROOF SPAN WITH NO OVERHANG; 37 OR 40 PSF AT 1.25 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 DURATION, OR 47 PSF AT 1.33 DURATION OR W=3X4 1-6-0 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION MpX 8'0" STUD WALL (110 PLF) W=3X4 15'0" ROOF SPAN WITH NO OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, OR 55 PSF AT 1.33 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 DRAG LOADS MUST BE TRANSFERRED AND CARRIED LENGTH AS REQUIRED I BY PROPERLY ATTACHED STRUCTURAL PANELS. OVER CONTINUOUS BEARING p TOP CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 SYSTEM42 FLOOR GABLE BOT CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 A) THIS TRUSS DESIGNED TO SUPPORT: 1000 PLF. MAXIMUM UPWARD TOP WEBS 4X2 SO. PINE #3, DFL #3, OR HF #3 CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION SYMM8'0" STUD WALL (110 PLF) ABOUTI 16" 16" 31'0" ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, MAX MAX OR 47 PSF AT 1.33 DURATION OR 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) 1.5X4 11.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 26'0" ROOF SPAN WITH 2'0" OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, OR 55 PSF AT 1.33 DURATION W=3X4 1-6-0 B) DOUBLE MEMBER TOP CHORD, TRUSS DESIGNED TO SUPPORT: 2038 PLF MAX MAXIMUM UPWARD TOP CHORD LOAD IS 1300 PLF, PROVIDE ANCHORAGE =3X4 CONTINUOUS TO FOUNDATION. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 8'0" STUD WALL (110 PLF) 60'0" ROOF SPAN WITH 2'0" OVERHANG; 47 OR 55 PSF AT 1.33 DURATION, LENGTH AS REQUIRED OR 37, 40, 45, OR 50 PSF AT 1.25 DURATION. - - OVER CONTINUOUS BEARING NOTE: FOR DOUBLE MEMBER TOP CHORDS, CHANGE 1.5X4, 2X4, 3X3, AND 3X5 PLATES TO 2X5, 2X5, 4X4, AND 4X5 PLATES, RESPECTIVELY. 3X4 SPLICE DRAG LOADS MUST BE TRANSFERRED AND CARRIED PLATES REMAIN UNCHANGED. SPLICES OF DOUBLE MEMBER TOP CHORDS TO BE STAGGERED. BY PROPERLY ATTACHED STRUCTURAL PANELS. THIS DRAWING REPLACES DRAWING 657,275B IN TALLING AND BRACING. REFER TO HIB-91* TRUSSES REOUIRE EXTREME CAR HANDLING FABR1INSTALLINGNAND BRACING),PUBLISHED TC LL 40.0 PSF REF SY42 FLOOR GABLE BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC DL 10.0 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ,`E �,w,.rywy HAVE A PROPERLY ATTACHED RIGID CEILING. vL� • "r (' DI_, 5,0 PSF DRWG GBLSY42BO699 T ENGINEERED PRODUCTS,HI C.CSHALLL NOT I BED RESPONSIBLE E FOR INSTALLATION DEVIATIONFROMCONTRACTOR. ALPINE THIS �."��`, •. ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, ^•••' LL 0.0 PSF -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE _ �•* _ LD. 55.0 PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF OiA Q' ALPINE OMPANENGINEERED PR FLORIDAINC. TRUSS DRAWINGSD160 AUNLEZS THEN SEALS ON THISED 0 DRAWINGI INDICATES ACCEPTANCPOSITION E OFTORS PROFESSRIONAL i'•A P•r POMPANO BEACH, LORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE t..�Un 'pp�CQ.I. R. FAC. 1.00 RESPONSIIBILITYDOFSTHEFBUILDING DESIGNER,OPERNANSI/TPI IL1995USECTIDNI2THE �47E!)��G PACING .SEE ABOVE PAGE 1 !)ate : 08/21/2002 MANNING BUILDING SUPPLY LOG #: B0635 TRUSS DIVISION JOB #: JACKSONVILLE talesman: JOHN FERGUSON Pitch: /12 PRustomer: BESTCON HOMES Job Name : Address : 2440 South Beach Parkway Address : LOT 16 HIDDEN PARADISE Jacksonville Bch, FL. 32250 esigner: KA ------------------- ----------------- Qtyl Span O.Ht I ORiHht Description ---------------------------------------------- - 1 20 ' 2 ' 2 ' Al 6 20 ' 2 ' 2 ' A2 1 20 ' 0 ' 2 ' A3 4PLY 14 4 ' 2 ' 0 ' B1 1 40 ' 2 ' 2 ' C1 1 40 ' 2 ' 2 ' C2 2 26 ' 1" 2 ' 0 ' C2A 1 26 ' 1" 2 ' 0 ' C3 3PLY 1 30 ' 4" 0 ' 2 ' D1 3 30 ' 4" 0 ' 2 ' D2 1 30 '4" 0 ' 2 ' D3 2PLY 2 18 ' 10"8 0 ' 0 ' D4 1 11 ' 3" 8 2 ' 2 ' E1 3 11 ' 3"8 0 ' 0 ' E2 1 11 ' 3"8 1 ' 0 ' E3 1 11 ' 3"8 1 ' 0 ' E4 1 11 ' 3"8 1 ' 0 ' E5 1 18 ' 2" 2 ' 0 ' F1 3 18 '2" 2 ' 0 ' F2 2 30 2 ' 2 ' F3 1 30 ' 2 ' 2 ' G1 5 30 ' 2 ' 2 ' G2 1 37 ' 2 ' 2 ' H1 4 37 ' 2 ' 2 ' H2 1 37 ' 2 ' 2 ' H1 PIGGY PEAK 4 37 ' 2 ' 2 ' H2 PIGGY PEAK !" 1 40 ' 2 ' 2 ' C1 PIGGY PEAK 4 40 ' 2 ' 2 ' C2 , C2A PIGGY PEAK ** Hardware Roof ** 2 A HUS26 1-ply Truss Hanger 11 UL5 HTS20 20" Twist Strap e-------------------------------------------------------------------------------- 64 - Trusses 13 - # of Hardware 0 - # of I-Joist 11 - Piggy' s 0 - Jacks 0 - # of Beams 0 - # of Rim Board -------------------- 75 - Total Trusses 12' 6 30*4' -f- 4' —1-=1 80635 BESTCON ul LOT 16 H P KEVIN ASHWORTH t — 1 D2 ;o MANNING BLDG . SUPPLIES D3 io 1155 PHILLIPS PKWFlY PH* 268-8225 JAX. FLn. 32256 C3 E2 ax Fl F2 i3 7— -------- co F3 F12 t H G C%l G1 all I I I III I Iq TT-n F-F! 1 1 1 1-T 14' + 30, e'4' 5q"4" rF (80635 Al) THIS DWG PREPARED FKOM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. TC From 54 PLF at -2.15 to 54 PLF at 0.00 TC From 124 PLF at 0.00 to 124 PEE at 20.00 DROPPED TOP CHORD LATERALLY BRACED BY OUTLOOKERS AT MAXIMUM OF 24" OC. TC From 54 PLF at 20.00 to 54 PLF at 22.15 RIGID SHEATHING APPLIED TO THE TOP OF RAISED TOP CHORD AND OUTLOOKERS. BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 20.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND BC From 4 PLF at 20.00 to 4 PLF at 22.15 CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. W04 7 F— -1 7 W30% W 3 X 3 0-4-5 0-4-5 -- � �8-1-2 W3X6 = W3X6 1-2-0-0-;;-,J L--2-0-0-�;J 1— 10-0-0 10-0-0 20-0-0 Over Continuous Support — _I R=166 PLF U=73 PLF W=20-0-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG COUP '19.5d FL 3 R - Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151-75221 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ...M10� T C D L 7. P S F DAT E 08122102 PERFORMING THESE FUNCTIONS. UNLESS OTHERN[SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT 4C HtL 1/" STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `. **IMPORTANT** FUft NI SH A COPY OF THIS DE 51GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED v' �'Y BC DL 5.0 PSF DRW HCUSR151 02234094 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILIIRE TO •�j'.r•• J BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGp ` l = BC LL 10.0 P S F HC-ENG E J R/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR 4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO t y`i M /4;_ :�, T 0 T.L D. 42.0 P S F S E Q N - 11535 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER "`� iI l'r Alpine Engineered Products,Inc. RESPONSIBILOITY SOLELY T FOR THE TRU SSI COMPON EN T DE DS[GNTSHOW SHOWN THE SUITABILITYINAL AND USE OF ENGINEER THIS --j: OUR'FAC' 1'25 FROM KA ITHIIIeCity,FI, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER U EN� FLC.,Tti 611ofAuthorization#567 ANSI/TPI 1 1995 SECTION 2. A g SPACING S E E ABOVE 1 1 (B0635 A2) THIS DWG PREPARLD FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x6 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 22.15 BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 5.15 BC From 100 PLF at 5.15 to 100 PLF at 14.85 BC From 30 PLF at 14.85 to 30 PLF at 20.00 BC From 4 PLF at 20.00 to 4 PLF at 22.15 W5X5=— W1.5X4 III W1.5X4 III 7 F— —17 LIGHT STORAGE 0-4-5 0-4-5 �8-1-2 W3X5= W8X8 W3X5(A1) = W3X5(A1) L--2-0-0--J L--2-0-0--J L 10-0-0 I 10-0-0 I fE 20-0-0 Over 2 Supports J R=1300 U=572 W=3.5" R=1300 U=572 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE _ 19.5d FL - 3 R - Scale =.3125" Ft. **WARNING** TRUSSES REDIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-75222 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719). fOR SAFETY PRACTICES PRIOR i0 �/ON T C D L 7.0 P S F D A T E 08122102 PERFORMING THESE FUN L'TIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG INEenED tfY� BC DL 5.0 PSF DRW HCUSR151 02234095 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY iATION FROM THIS DESIGN; ANY FA I!.URE TO (`�'••'`••••`•,; BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSIALLING AND j C� i B C L L 10.0 P S F H C-ENG E J R/M M A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL 9ESIGN * i SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE i CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 10 A ✓e�R T 0 T.L 0. 42.0 P S F S E Q N - 11539 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ( ��:• �. F l{(� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1 =fsj•,•Ct�g11 ,•' D U R FAC. 1.2 5 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TH;S N N/r-�- Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. Aug �,, SPACING SEE ABOVE (80635 A3 4PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 4 Complete Trusses Required BOT CHORD 2x12 SP #2 N WEBS 2x4 SP #3 NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 2 ROWS @ 4" o.c. (EACH ROW) ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at 0.00 to 54 PLF at 22.15 REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING BC From 960 PLF at 0.00 to 960 PLF at 16.00 BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. BC From 30 PLF at 16.00 to 30 PLF at 20.00 IN ADDITION, APPLY SIMPSON SDS-1/4x6" SCREWS AT 12" OC THROUGHOUT, BC From 4 PLF at 20.00 to 4 PLF at 22.15 CENTERED ALONG BOTTOM CHORD. PROVIDE A MINIMUM OF 3" END DISTANCE. BC 1060 LB Conc. Load at 15.85 DO NOT INSTALL SCREWS THROUGH PLATES. THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD MAGNITUDES 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED AND LOCATIONS AS SHOWN t"SPECIAL LOADS"). TRUSS ENGINEER IS NOT WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. BCDL=2.5 PSF. 145X5(R) III DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W 3 X 6 WH6 7 F— --1 7 0-4-5 0-4-5 Li T � � �8-1-2 W5X5(Al) = W5X9 III W7X10 = W5X9 III 145X5(Al) L_ 10-0-0 I 10-0-0 -2-0-0-J 20-0-0 Over 2 Supports iii.I R=10015 U=4406 W=3.5" R=7725 U=3399 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CGOF 19.54 FL 3 - R - Scale =.3125" Ft. * No BR RACING REFER TONING SHGFRIOIBES R9I IR(HANDLINGEINSTALLCARE NNGFABRICATION, CING)HANPUBNISHED BVSHIPPING, TPI IN(TRUSSIPGnTE I TC LL 20.0 PSF REF R151--75223 INSTITUTE, 583 DUNITIOI DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR ED ..rAh'�Nr T C D L 7.0 P S F DATE 08122102 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED 1/'tt STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �G�.•••� �` **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED <' ' B C D L 5.0 P S F D R W HCUSR151 02234105 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO :•��• �,.� A L P I N E BRACBUILDNGHOFTRUS ES TRUCi SSESIN COTHISMDESIGNICONFORMSOWITHAAPPLICA8LE PROVDISIONSSOFPNDSG(NANIOIAL nEI AL S1G0 { j � B C L L 10.0 PSF HC-ENG E J R/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTO'l..; TO ==f: i4 T 0 T.L D. 42.0 P S F S E Q N - 38369 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 7,Ctl- DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINFER[Nii '�� O ,(��' w� D U R.FAC. 1.00 FR0M KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS y S •.. 1lallleS City,FL 33844 COMPONENT fOR ANY PARTICULAR BUILDING IS THF RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING S E E ABOVE FT,CeItlt]CateofAuthorization#56)7 ANSI/TPI 1-1995 SECTION 2. 4J CJ 'W �� , w (B0635 B1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 8.99 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN BOT CHORD 2x4 SP #2 N 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 WEBS 2x4 SP #3 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. ++ ANCHORAGE REO'D TO PREVENT TRUSS FROM SLIPPING OFF BEARING. W1.5X4 III 7 F 2-4-13 0-4-5 ++ +8-1-2 W1.5X4 III W2X4(A1) L--2-0-0---J 0-1-8 �-4-0-0 Over 2 Supports R=340 U=180 W=3.5" R=116 U=180 ++ PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BI-DG CODE 19.5d FL 3 R - Scale =.375" Ft. *BR RACING. REFERRTOSES HIB 9O1UIR(HANDLINGECARE IN INSTALLINGAAND BRACIING)HANPUBFLISHEDHBYPTPI INSTALLING PLnTF j` TC LL 20.0 PSF REF R151--75224 INSTITUTE, 583 D'0NOFRI0 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO S T C D L 7.0 P S F DATE 0 8/2 2/0 2 PER ED RMI NO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLi ATTACHED ��1 �/flr STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. F�' +7 "`IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE TO BC DL 5.0 PSF DRW HCUSR151 02234096 BUILD THI TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSIALLTNL AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIGMAL OLS FOR £ ♦ ; j* BC LL 10.0 P S F HC-ENG E J R/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ✓E j CONNECTORS ARE MADE Of 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNFCTORs T6 :9: OF .(� TOT.L D. 42.0 P S F S E 0 N - 11541 EACH FACE OF TRUSS, AND UNLESS OTHERWISE IF ON THIS DESIGN, POSITION CONNECTORS FIR /gyp •V DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINF'ERIN� alt' " 4- 0 D U R.FAC. 1 2 5 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OT THIS i Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ., , ' SPACING 2 4.0" FL Certificate of Authorization#567 ANS /T 1-1995 SECTIO z. Aug (B0635- C1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 :W5, W8, W9, W12 2x4 SP #2 N: WIND BCDL=2.5 PSF. SPECIAL LOADS SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TC From 124 PLF at 0.00 to 124 PLF at 25.79 TC From 54 PLF at 25.79 to 54 PLF at 42.15 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BC From 4 PLF at -2.15 to 4 PLF at 0.00 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND BC From 30 PLF at 0.00 to 30 PLF at 40.00 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS BC From 4 PLF at 40.00 to 4 PLF at 42.15 LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 5X7= 5X7= 3X3�� 4X4(R) 7X10(R) ai 3X5% WE 5 X 5 7 r- 3 X 3 - 3X3 3 3 J8-1 + + 3X6 5X7- 5X7= 5X12 = 5X7= 3X5(Al) 3X3 R=177 PLF U=62 PLF W=26-1-0 R=783 U=305 W=3.5" LE ooh 17-1-5 _I_ 5-9-7 _I_ 17-1-5 _Iz —� 7-4-0 7-2-4 'r 5-8-8 T 5-6-12 T 14-2-8 40-0-0 Over 2 Supports J Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CG%E 19.5d FL 3 R - Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--75225 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUES PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ./�� • PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T0P CHORD SHALL HAVE PROPERLY AT T C D L 7.0 P S F DATE 0 8/2 2/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��" �/,r **IMPORTANT** FURNISH A COPY OF THIS OE SI GN TO THE INSTALLATION CONTRACTOR. ALPINE tNGINEEk ED Vis} -'�Y iFI -I� BC DL 5.0 PSF DRW HCUSR151 02234111 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY :AI LURE TO J! 1F BRACIINGBUILD I HOFTTRUSSES.RUSSES COTHOI SMDESIG NNCE I CONFOR MSTH TPI; O WITHAAPPLICAB LE PRODVISIOL NG NSSOFHIP NOS'G(NATIONAL I CG S:Gp; � * � �* B C L L 1 0.0 P S F H C-ENG M N M/MMA ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNEfTOR, TQ t $j OF !�Qj TOT.L D. 42.0 P S F S E A N - 39498 EAC HDRAWL NGSFACOF 160 TRUSS, ATD E UNLESS L O NT R OTHERWISE SDRAWING LOCATED I NDION THI CATESS AOCCE P TAN C E POSITION0 FP RO F ES I DIAL CONNECTORS E IGINtERING {)�,,`�?.•r_�Vef D U R.FAC. 1.2 5 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY ANU USE OF TN LS A U() tf�L Hats City,FL 33844 OMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER � SPACING S E E ABOVE FL Certificate ofAuttiorization#567 ANS17TPI 1 1995 SECTION 2. 1 (60635- - C2) THIS DWG PREPARED IKUM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 12.65 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #2 N :W1, W8, W9 2x4 SP #3: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. 5X7= 5X7= 1.5X4 III 5X5% (A) 7 r A) (A) 5X5o� 10-0-0 (A) —I 7 W (A) (A) W W8 3 5XD 3 5X7= 3 3 +8-1-2 3X5(AI) — 5X7- 5X7= 1.5X4111 3X5(Al) (2-0-0_I_ -14-6-4 ;JE 11-5-0 12-0-0�1 fE16-6-5 _1_ 6-11-5 I 16-6-5 7-4-0 fi 7-2-4 1 5-8-8 T 5-6-12 T 14-2-8 40-0-0 Over 4 Supports R=504 U=289 W=3.5" R=1118 U=380 W=3.5" R=568 U=299 W=3.5" R=1411 U=474 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG U JF 19.5d FL 3 R - Scale =.1875" Ft. *WARNING** TRUSSES REDUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ?n—�—T *BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE- I T C L L 2 0.0 P S F R E F R151-75226 INSTITUTE, HES DFUNOFRIOCTION DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR To ..�a+»�+�+•Yy T C D L 7.0 P S F DATE 08122102 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PR OPF RLf 1TT ICHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � iii" '*IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '�'.....•. r?/ PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AM.. FAILURE TO I ��`�F�• •.P'a BC DL 5.0 PSF DRW HCUSR151 02234110 BUILD THE TRUSSES IN CONFORMANE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, In STALLING AND I :PPP A L P I N E BRACING OF TRUSSES. THIS SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN • e ` BC LL 10.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY DECTHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTOR: 10 yT !cc T 0 T.L D. 42.0 P S F S EON - 14319 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS ER S OF DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE Ei.?N., ?Q•�•��j /•�v Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Di 1H,S + =ys • QRI..•' D U R.FAC. 1.25 F R 0 M K A IlameS CIty,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER G SPACING 2 4.0" �1 FL Certificate ofAulhorizationN567 ANSI/TPI 1 199s sEcrloN z. j_ b'��'v fl EN _I w (B0635- - C2A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 12.65 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #2 N :W1 2x4 SP #3: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. 4X4= 4X4= 1.5 X 4 III 7 2 X 4 III 5 X 5 (A) 7f (A 10-0-0 (A) ( ) 8-5-12 Wl (A) 5X5= — 3 3 ` J3 5X5- 3 � 8-1-2 2 (Al) 5X7= 3X3; If2-0-0,1.E 14-6-4 _I fE16 6 5 _1_ 6-11-5 12-7-5 7-4-0 1 7-2-4 T 5-8-8 1 5-10-4 26-1-0 Over 3 Supports R=543 U=180 W=3.5" R=1543 U=637 W=3.5" R=226 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 - R - Scale =.25" Ft. 'WARNING" TRUSSES REQUIRE EXTREME CARE 1N FABRICATION, HANDLING, SHIPPING, INSTA!'..INr,pplp T C L L 20.0 P S F R E F R151--75227 *BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEL (TRUSS PLAT' INSTITUTE, 583 D'ONGFftIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR ID T C D L 7.D P S F DATE 08122102 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PRCPERL° ATTACNEB STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F t B C D L 5.0 P S F D R W HCUSR151 D2234116 %PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY rA I:URE TG d��Z A1C••••� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRII'AT1NG, HANDLING, SHIPPING, `NGTAiLIAG ANC •�•• ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIOY,a U_ IGN �+ j B C LL 10.0 PSF H C-ENG M N M J M MA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE * TOT.L D 42.0 P S F S E Q N - 14323 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED, APPLY CCNNECTCRS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR`� PER I �•�. v, Q DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENBTNEE,d!v,; (IV Jot QR1��,� D U R.FAC. 1.25 F ROM KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FUR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USL ,1F THI.: ... r I-IBIIICS City,FL. 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug FL Certificate of Authorization#567 ANSI/TPI 1 1995 SECTION 2. MM1 C CM SPACING 24.0" (80635- C3 3PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 sP #2 N 3 Complete Trusses Required BOT CHORD 2x12 SP #2 N WEBS 2x4 SP #2 N :W1, W2, W4, Wil 2x4 SP #3: NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 12" O.C. SPECIAL LOADS BOT CHORD: 2 ROWS @ 4" o.c. (EACH ROW) --(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at -2.15 to 54 PLF at 26.08 REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING BC From 30 PLF at 0.00 to 30 PLF at 4.15 BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. BC From 140 PLF at 4.15 to 140 PLF at 4.17 (1) 1/2"—bolts MAY BE USED FOR (2) 0.1310.0_g_nails ON BC From 1356 PLF at 4.17 to 1356 PLF at 18.17 THE BOTTOM CHORD ONLY. DO NOT APPLY BOLTS IN 2X4 MEMBERS. BC From 918 PLF at 18.17 to 918 PLF at 26.08 BC 314 LB Conc. Load at 4.15 120 MPH WIND, 12.65 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, 5 X 7 WIND BCDL=2.5 PSF. 1.5X4 III 04= RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 1.5X4 III 7 1.5X4 III DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD 6X8 MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER & FABRICATOR ARE NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. 7 r-- W1 10-0-0 3X8 8-5-12 W 3X6(Al) = W1 W2 Ll 0-11-4 1 8-1-2 W3X6= 5X14 tll 5X14(R) III W12X14 III 8X12 4X5= R=4537 U=1714 W=3.5" R=19568 U=7393 W=3.5" R=4108 U=1552 W=3.5" 14-6-4 J 1 16-6-5 I 6-11-5 1 2-7-5 ,1 26-1-0 Over 3 Supports 3;11 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.61a FL 3 - R - Scale =.25" Ft. '*WARNING" TRUSSES REDU IRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151--75228 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR„ SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INO ICATED, TOP CHORD SHALL HAVE PROPERLY ATTAt>ED -` uw A� TC DL 7.0 P S F DATE 08/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V "`�f/•(J� - "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENSINEEREO } .'••��•��'• (� PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 �' BC DL 5.Q PSF DRW HCUSR151 02234119 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND t Z'v V jf�`P BC LL 10.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONF0R MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE SISN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Y CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO =2"q 'Q T 0 T.LD. 42.0 PSF S E Q N - 50121 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER i(n• i `.- Alpine Engineered Products,Inc. RESPONSIBILDRAW NGS ITY SOLELY TFOR HE STHE TRUSS EAL N ICOMPONENT DESIGN S DRAW NG DTSHOWN.UEPTANTHE CE oUt1ABILlTYOAND UNAL nElOhE7NWS ;C(r F` D U R.FAC. 1.00 FR0M KA Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE UUILDING DESIGNER, PER Aug p��.��G` FL Certificate ufAudiorization#567 ANSI(TPI 1-1995 SECTION 2. 4' l� SPACING SEE ABOVE ;. " ,1 1 I " (B0635- - D1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BEARING BLOCKS: NAIL TYPE: 0.131x3.0_g_nails BOT CHORD 2x4 SP #2 N :132 2x4 SP #1 Dense: BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK WALL PLATE WEBS 2x4 SP #3 :W2, W8 2x4 SP #2 N: 1 11.021' 1 16" 10 SP Standard :W6 2x4 SP #1 Dense: BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD. REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) 120 MPH WIND, 12.58 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, TC From 124 PLF at 0.00 to 124 PLF at 30.33 LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, TC From 54 PLF at 30.33 to 54 PLF at 32.48 WIND BCDL=2.5 PSF. BC From 30 PLF at 0.00 to 30 PLF at 30.33 BC From 4 PLF at 30.33 to 4 PLF at 32.48 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 5X5= THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE SHIM ALL SUPPORTS TO SOLID BEARING. 5X7(R) \\\ ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS 3X6111 3 X 5�� LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE 7 r— DESIGNED BY THE BUILDING DESIGNER. 3X5% 3X3 6 -� 7 3X5�� +12-9-5 9-10-7 6X6= J 3 5X9_ + 82 3 X 3+ 3X6= 3 +10-1-2 3X3� 3X5_ + �8-1-2 3X6= 3X3�� LF 11-2-0 �I 2� -J 13-5-7 _I_ 16-10-9 I 11-2-0 T 19-2-0 30-4-0 Over 3 Supports J R=338 U=180 W=3.5" R=2993 U=1051 W=3.5" R=1376 U=484 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL 3 R - Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AN J 1- BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I TC LL 20.0 P S F R E F R151-75229 INSTITUTE, 583 D'ONOFR IO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO _,.mow. PEREORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT'�ACUED I •kXF�y ue w TC DL 7.0 P S F DATE 08/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. VLL-- **IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. AL PINf ENGINEERED I ��F� -/ B C D L 5.0 P S F - D R W HCUSR151 02234106 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO -0 gip' ..�l•.� BUILD THE TRUSSES IN CONFORMANCE KITH TPI: OR EABR ICATING, HANDLING, SHIPPING, INSIALLIHG AND t t�V •• �"� p 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DFSI`N S �* B C L L 1 0.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL PI HE i CONNECTORS ARE MADE OF 2OGA ASTM A653 OR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNEi.TORS iO '�y nt �;(�.. TOT.L D. 42.0 P S F S E Q N - 14332 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i�M�'� lam' ((N Alpine Engineered Products,Inc. RESPONS[B I LINGDRAOITY So FORHE T HE EALOTR US SI COMPONENT OE SIGNT SHOWNCEPTA JOE O OJT AB ILITYO ANU UNEIOFEILIG V`s' �GR!�P*`�� D U R.FAC. 1.25 FR0M KA Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug �E�+ SPACING S E E ABOVE FLCertificateofAuthorizatiionx9567 ANSI/TPI 11995 -SECTION 2. ,. (B0635- D2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 12.75 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.26" DUE TO LIVE LOAD AND 0.10" DUE TO DEAD LOAD. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. 5X5=- 3 X 6 X5=3X6 3X5 3 X 5 7 r- 7 5 X 5 10-2-7 5X7= 3 3X8; 1.5X4 III 3 +10-1-2 3X5(Al) 3X5_ 1.5X4111 8-1-2 3X5(Al) L z D D J 13-5-7 16-10-9 11-2-0 19-2-0 �E 30-4-0 Over 2 Supports R=1269 U=421 W=3.5" R=1400 U=559 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CUE 1.9 Ed FL 3 R - Scale =.1875" Ft. **WARNING— TRUSSES REQUIRE EXTREME CARE 1N FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-9] (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLA`E TC LL 20.0 P S F R E F R151—75230 INSTTUTE, 583 D'ON CER IO DR., SUITE 200. MADISON, NI 53]19), FOR SAFETY PRACTIC°S PRIOR TO ---- PERFORMING THESE FD NCIE CNS. UNLESS OTHEAV,RWISE INDICATED, TOP CHORD SHALL HAV E PROP ERLY ATTACHED —ow" M' TC DL 7.0 PSF DATE 08122102 LIN G. _1 IMPORTANT`NELFURNIISHOA COPY DOFHALL THISH DESIGNPTOINSTALLATION P THE Y RIGID CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL URr TO f SIFT �' B C D L 5.0 P S F D R W HCUSR151 02234107 BUILD THE TR DS SES IN f.ONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, 1NS EALLI�.6 4WD t + J�{'� ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PftOYISIONS OF NDS (NATIONAL ES:GN _ � B C L L 10.0 P S F H C-ENG M N M/MMA SPECIFICATION PUBLISHED 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 If, I. jQ TOT.L D. 42.0 PSF S E O N - 14336 7EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PFR ttII�� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENG 1q EERIKG � �!• � a f�v Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE U THIS Y�s •. ��IQ,: D U R.FAC. 1.25 F ROM KA IlalrieS City,FL 33844 COMPONENT FUR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �^ U�1 `�Q"�'q' G��r FL Certificate of AuthorizationN567 ANSI/TPI 1-1995 SECTION 2. �yE�+,,r� SPACING 24.0" (80635- D3 2PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required BOT CHORD 2x8 SP #2 N :B1 2x4 SP #2 N: WEBS 2x4 SP #3 NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 12" o.c. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at 0.00 to 54 PLF at 32.48 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 30 PLF at 0.00 to 30 PLF at 30.33 IN EACH ROW TO AVOID SPLITTING. BC From 4 PLF at 30.33 to 4 PLF at 32.48 BC 1800 LB Conc. Load at 19.00 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 120 MPH WIND, 12.75 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD AND LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND 0.08" DUE TO DEAD LOAD. TCDL=3.5 PSF, WIND BCDL=2.5 PSF, THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) 5X5—= TRUSS ENGINEER & FABRICATOR ARE NOT RESPONSIBLE FOR LOAD 3X5 i MAGNITUDES AND LOCATIONS. 3 X 5 3 X 5 7 r 7 10-2-7 0-7-1 5 X 5 7X10= B1 3 3X8; 1.5X4 III 3 ` 5X7(A1) = 10-1-2 3X5(A1) : 10X10 1.5X4111 �8-1-2 zI D-0 I I, 13-5-7 _I_ 16-10-9 f 11-2-0 QTc 19-2-0 �E 30-4-0 Over 2 Supports —d R=1937 U=680 W=3.5" R=2532 U=889 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG COOF 19.5d FL 3 R - Scale =.1875" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HI891 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUST PLATE I. T C L L 20.0 P S F R E F R151--75231 INSTITUTE, 583 D'ONOFR IO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES NR IOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT,AUHED T C D L 7.0 P S F DATE 08/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. LEI._ 49) **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE "GINEERED n�IF' B C D L 5.0 P S F D R W HCUSR151 02234108 PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANI' FAILURE TO ;'(`p ,•� BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABftIt;ATIN0 HANDLING, SHIPPING, INSTALLING .,NO V B C L L 1 O O P S F H C-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESI',,N i SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE g CONNECTORS ARE MADE OF OG ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TG [ 7: c� T 0 T L D. 42.0 P S F S E Q N - 14339 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 7:It•.'� l.Y Alpine En DRAWINGS 160 A 4. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEENING :�f�.� ONlaP•:•4.� D U R.FAC. 1.25 F ROM K A P Engineered Products,Inc. RESPONSIBILITY SOLELY F'OR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS i (j �� Haines City,FL 33tt44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug Rr1 �G SPACING S E E ABOVE FLCerbficateofAuthorization#567 ANSI/TPI 1 1995 SECTION 2. ,�•'" (80635- D4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 14.38 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. 4X4- NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE 3X5 LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT —1 7 CATALOG FOR PROPER APPLICATIONS. 3 X 3 7 F-- H5% 8-2-8 --3X5% 8-2-8 4-2-2 5X7= 3X8 3 J 3 10-11-8 1.5 X 4 III 1.5X4 III �10-1-2 If 2X4(A1) F 11-2-0 13-5-7 I 7-8-8 5-5-1 I 'T � 18-10-8 Over 2 Supports R=805 U=317 W=3.5" R=780 U=355 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL 8!-DG CODs_ ],9.5d FL 3 R - Scale =.375" Ft. *BRAINGNF*REFERRTOSHIBR91 (HANDLEXTREME INSTALLING AND BRAC""E IN FABRICATION, ANDUBILISHEDSHIPPING, TPI IN(TRUISSIPLATE �i TC LL 20.0 PSF REF R151--75232 INSTITUTE, 583 D'DNOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR;OR TO PERFORMING THESE FUNCTIONS. ONE OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACH:D -`(.,` 1. T C DL 7.0 P S F DATE 08/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Vv...,± _IMPORTANT*` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENCINEERED tlfl 7r BC DL 5.0 PSF DRW HCUSR151 02234109 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO f� J 7ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING Ah( v BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL O`ESIGN * •• B C L L 1 O.O P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTOR; TO y+.'p S T 0 T.L D. 42.0 P S F S E Q N - 14342 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER � •% t� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINf, ��, O U R.FAC. 1.25 F ROM KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAa ILITY AND USE OF 1H 1S Hautes City,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL,Certificate ofAuthoriEation#567 ANSI/TPI 1-1995 SECTION 2. Au RF r[N "'. SPACING 24.0" �_ (B0635 E1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N 120 MPH WIND, 18.79 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. TC From 54 PLF at -2.15 to 54 PLF at 0.00 TC From 124 PLF at 0.00 to 124 PLF at 11.29 DROPPED TOP CHORD LATERALLY BRACED BY OUTLOOKERS AT MAXIMUM OF 24" OC. TC From 54 PLF at 11.29 to 54 PLF at 13.44 RIGID SHEATHING APPLIED TO THE TOP OF RAISED TOP CHORD AND OUTLOOKERS. BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 11.29 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND BC From 4 PLF at 11.29 to 4 PLF at 13.44 CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. BALLOON FRAMED WALL. SEE FL BLDG CODE. (FBC 2313.41 ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. W4X4 W1.5X4 III W 3 X 3 W1.5X4 III 7 W3X3 7 0-4-5 W3X6 W5X5 = W3X6 0-4-5 1 3 W1.5X4 III W1.5X4 III 3 t- -T 17-7-0 BALLOON FRAMED WALL L-2-0-0--;;-J �1-2-0-0—J -- 5-7-12E 5-7-12 —� IE 11-3-8 Over Continuous Support R=175 PLF U=93 PLF W=11-3-8 PLT TYP. Wave TPI -95 Design Criteria: TPI STD , FL RLOG CODE 19.54 FL 3 R - Scale =.375" Ft. *BRACRING- REFERTRUSSES HIB-9IO IR(HANDLINGE CARE IN INSTALLINGAND BRACN FABRICATION, HANDLING, PUBLISHED SHE DSHIPPING, TPI INSTALLING PLA- TC LL 20.0 PSF REF R151--75233 To PERFORMING THE SE5 83 DF OUNOTI ONSIO OR UNLESSTO THERNISEDINDNCATED, TOPIC HOR DFSH ALLR 1A FET YHAY EPRACTI ES PROPERLY ARTAC HEC t ~~ ` TC DL 7.0 PSF DATE 08/22/02 STRUCTONAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. A..,,e�T **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 5.0 P S F D R W HCUSR151 02234097 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR UM THIS DESIGN; ANY FAILURE TO4�� q•,•y� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; UR FABRICATING, HANDLING, SHIPPING, INSTALLINti .�,ND = ' :# B C L L 10.0 P S F H C-ENG E J R/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PRUV IS IONS OF NDS (NATIONAL DLSI(�N SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE F CONNECTORS ARE MADE OF 20GA ASTM A653 GR4C GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS 10 s:� ; '' ( �Q TOT.L D. 42.0 P S F S E A N - 11568 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER RC1 L DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING =}Vel�••,�Q�'Q!:'��ly, D U R.FAC. 1.25 FROM IC A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS h... t\ Haines City,FL 33W COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER '• N SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. Aug�S.,�, � 1 I (80635 - - E2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.59 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W4X4 7 I-- -1 7 0-4-5 W5X5= 0-4-5 _L J3 3 � � �17-7-0 W2X4(Al) W2X4(Al) 5-7-12 5-7-12 � LE 11-3-8 Over 2 Supports J R=474 U=239 W=3.5" R=474 U=239 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , Fl_ BLDG CODS: 19.5d FL 3 R - Scale *"WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAL'ING ANo T C L L 20.D P S F R E F R 1 5 1--75234 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PL.A-,is INSTITUTE, SB3 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR?OR TO y�MA>A4yy T C D L 7. P S F DATE 08122102 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDIC ATEO, TOP CHORD SHALL HAVE PR RL: ATTACHE^ 7� .7�`—* STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �^�. •'•/ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AM INE ENGINEERED * B C D L 5.0 P S F D R W HCUSR151 02234098 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; A4Y FAILURE Ti: 4*1 riCq•.: BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAI.LIAG ANS, ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS' (NAilGpni GfSIGN l BC LL 10.0 P S F HC-ENG E J R/MM A SPECIFICATION PUBLISHED BY THE .4M ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECT':.•�S TO T 0 T.L D. 42.0 P S F S E O N - 11570 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i S� �t,� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAM ING INDICATES ACCEPTANCE OF PROFESSIONAL ENG INECAIPoG Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TMiP 7 v^dO•• OUR.FAC. 1.25 FR0M KA Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER MLI REg2ENG� Fl,CC'rt1tIC3Ie OI/�llt110I7Zati0I1#5()7 ANSI/TPI 1-1995 SECTION 2. .J...--�--� � SPACING 24.0" (60635 E3) THIS DWG PREPAKL11 iRUM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.44 FT MEAN HGT' ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. W3X5= Wl.5X4 III W3X3 3-10-5 3-10-5 W5X7 3 3 17 7 0 W1.5X4 III W1.5X4 III 1 5-7-12 5-7-12 11-3-8 Over 2 Supports J R=531 U=250 W=3.5" R=472 U=250 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) , FL 8LEG COD? 19.5d FL 3 R - Scale SBR RANING 7CING, REFER TOTRUSSES HIB 91 (HANDLING INSTALLING AND BRAEME CARE IN OCfING)�AN PUBLISHED BYPTPI NG, ��I(TRUISS PLATE TC LL 20.0 PSF REF R151--75235 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR`OR TO W PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T0P CHORD SHALL NAVE PflCPER)-Y ATTACHED •,` TC DL 7.0 P S F DATE 08122102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILI NC. aV �. �// '*IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINL ENGINEERED ', tiFIC�' -/!�- BC DL 5.0 PSF DRW HCUSR151 02234092 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OF SIGii; ANY FAIL URF TO , +4�' q �'.�i ALPINE BUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIP PIMG, ;y STALLING •NO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO, (NATIOffAL DESIGN f t moi. BC LL 10.0 P S F HC-ENG E J R/M M A SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AMC) PAPER ASSOCIATION) AND TPI. hiP}NL CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOT EO. AP!%LY LoN!;FC'ORS (G p! FQ TOT.L D. 42.0 P S F S E A N - 11582 7EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CO NN E,^TONS PIR e DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRDIESSIONAL EN( NFERI;.E Si'.~( p�pP:`�� D U R.FAC. 1.25 F R 0 M KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE' I- Imes City,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A u 9 RE�EN� FLCerE1tICSte OtAuthorl7Htion#567 ANSI/TPI 1-1995 SECTION 2. .,�•• ,� SPACING 24.0" _r_ (B0635 E4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 22.61 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. W4X4= W1.5X4 III W3X3= 5-0 5 5-0 5 W5X7 If � 3 3 � 17-7-0 W1.5X4 III W1.5X4 III 1.1-0-0 5-7-12 5-7-12 IF 11-3-8 Over 2 Supports J R=531 U=250 W=3.5" R=472 U=250 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG_CODE —1Q 5d FL 3 R - Scale =.375" Ft. **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ARE, i T C L L 20.0 P S F R E F R 1 5 1--75236 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICE PRIOR TO PERFO0.MING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY /�T`.ACuED .``i ue,� TC DL 7.0 P S F DATE 08122102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V „„. (r�� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEFRED ••tlF B C D L 5,0 P S F D R W HCUSR151 02234101 PRODUCTS, INC. SHALL NOT HE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILBPE TO }�'�1� �j BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLIN'. AND j 1 V �Z� ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL CEIGN , _ }_* BC LL 10.0 P S F HC E J R/MMA SPECIFICATION PUBLISHED By THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. AL PI T 0 T.L D. 42.0 P S F S E Q N - 11584 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GATV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS �i1 or EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEf: DRAWINGS 160 A-Z. THE SEAL ON THIS IN INDICATES ACCEPTANCE OF PROFESSIONAL ENGINCLRING �'=fin;�(py�1pP �V�41 D U R.FAC. 1.25 FR0M KA Alpine Engineered Products,Inc, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF 'rE V p , Haines Clty,FI, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A u g EN SPACING 2 4.0” FI.Certificate or uthorizationN567 ANSI/TPI TPI 1-1995 sECTIGn 2. ,� (80635 E5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 23.78 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. W4X4= W1.5X4 III W3X3= 6-2-5 6-2-5 W5X7 _B 3 3 � 17-7-0 W1.5X4 III 141.5X4 III 5-7-12 5-7-12 LE 11-3-8 Over 2 Supports J R=531 U=250 W=3.5" R=472 U=250 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale =.375" Ft. *BRACRINGNG*REFERTRUSSES HIBR91 (HANDLIEME CARE IN NG INSTALLINGAAND BRACING)HANPUBILISHEDHBYPTPI INSTALLING PLATEAND TC LL 20.0 PSF REF R151--75237 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ^—� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT ueA T C D L 7.0 P S F DATE 08122102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. +✓,,�L ~ r *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN61NEERED r *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILGRE TO } �ilf;C�•'.• BC DL 5.0 PSF DRW HCUSRI51 02234103 BUILD THE TRUSSES IN CONFORMANCE W[TH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING l.Nr ALPINE BRAf.tNG OF TRUSSES HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIfN _! B C LL 10.0 P S F HC-ENG E J R/M M A SPECIFICATION PUBLISHED 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 p� .OF � T 0 T.L D. 42.0 P S F S E Q N - 11586 EACH FACE OF TRUSS, ANU UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER "T-C-0.. 1Jr DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES OF OF PROFESSIONAL ENGINEERING + )j'•,� w Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TR OSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D U R FAC. 1.25 FR0M KA IlenleS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Al 9 �NG\ FL Certificate of Authorization#567 ANS /T 1-1995 SECTION 2. SPACING 24.0" _ter (80635 - - F1) THIS DWG IIRL ,ri t I a—tt k-tJPUILK INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 120 MPH WIND, 21.52 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #1 Dense :B2 2x4 SP #2 N: IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 :W1, W2, W3 2x4 SP #2 N: :W6 2x4 SP #1 Dense: DROPPED TOP CHORD LATERALLY BRACED BY OUTLOOKERS AT MAXIMUM OF 24" OC. RIGID SHEATHING APPLIED TO THE TOP OF RAISED TOP CHORD AND OUTLOOKERS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) END VERTICAL(S) NOT DESIGNED TO RESIST ANY LATERAL LOADING FROM WIND TC From 54 PLF at -2.15 to 54 PLF at 0.00 PRESSURE ON THE WALL. END VERTICAL(S) DO NOT PROVIDE SUPPORT FOR WALL. TC From 124 PLF at 0.00 to 84 PLF at 18.17 MOMENT CONNECTION BETWEEN END VERTICAL(S) AND WALL MUST BE PROVIDED TC From 0 PLF at 18.17 to 40 PLF at 18.17 BY THE BUILDING DESIGNER. BC From 4 PLF at -2.15 to 4 PLF at 0.00 4X4 BC From 30 PLF at 0.00 to 30 PLF at 18.17 7 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 4X45 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 3X5% THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. 7 ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. W3 W6 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W2 6 11 1 5X7= + 1 3 62 T 3X3� + 3 X 3 3 + 2-11-8 0-4-5 + 3 X 5; + �— 17-7-0 3X10: 191 L-2-0-0-J fE 15-0-0 3-2-0--� 18-2-0 Over 2 Supports _1 R=1562 U=827 W=3.5" R=1356 U=717 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL ELDG CODE 19,6a FL 3 R - Scale =.3125" Ft. *BRACNGNG*REFERTRUSSES HIB 91 (HANDLING INSTALLtINGAND BRAOCNNG)HANPUBLISHED BYSHIPPING, TPI IN(TRUSSIPLATE TC LL 20.0 PSF REF R151--75238 INSTITUTE, 583 D-ONOFRIO DR., SUITE 200, MAD ISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED EE �Q T C D L 7.0 P S F DATE 08122102 STR UC URAE PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. a�4�;,•�J�^/� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALP ENGINEERED 1••� '/ B C D L 5.0 P S F D R W HCD$RISI D2234IDD PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL URL TO atIFIC''�._� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND •, ••, i 7A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS W[TH APPLICABLE PRUYISIONS OF NDS (NATIiINAL i,ESIGN i • t BC LL 10.0 P S F HC E N G E J R/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of By ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONiJEf.IO-'.S (0 Z 9: TOT.L D 42.0 P S F S EON - 14029 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 'Tr-. ['q� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN61NEERING �jqV'-•.' QP1aP r�wv D U R.FAC. 1.2 5 FROM K A Alpine ingineercd Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OY Ii I; 1�Si FlallleS City,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PCR •," FL Certificate ofAuthorizationN567 ANSI/TPI 11995 SECTION 2. _� Q�9'< E SPACING SEE ABOVE (80635 - - F2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.69 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. END VERTICAL(S) NOT DESIGNED TO RESIST ANY LATERAL LOADING FROM WIND PRESSURE ON THE WALL. END VERTICAL(S) DO NOT PROVIDE SUPPORT FOR WALL. 4X4 MOMENT CONNECTION BETWEEN END VERTICAL(S) AND WALL MUST BE PROVIDED BY THE BUILDING DESIGNER. —1 7 4X4 3 X 5 7 F— I.5X4 7-3 2 5X7= 3 3X3 T 3 2-11-8 0-4-5 3X5- -� gK 17-7-0 2X4(A1) L-2-0-0--J i15-0-0 ATE 3-2-0---� L< 18-2-0 Over 2 Supports R=899 U=494 W=3.5" R=748 U=446 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) , FL.ELDIi CODE 19.5d FL 3 R - Scale =.3125" Ft. *WARNING,'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTILLING A1'D *BRACING. REFER TO HIB 91 (HANDLING INSTALLING ANQ BRACING). PUBLISHED BY TPI (TRUSS PLATE T TC LL 20.0 P S F R E F R151--75239 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO I �Mr PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERTY AiTACBED .\�� TC DL 7.0 P S F DATE 08/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. L• a,•� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��F� �'� BC DL 5.0 PSF DRW HCUSR151 02234099 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA IL TIRE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALL Il:G '.ND I �•v'•• • r p AL P I N E BRACING OF TRUSSES HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATICHAL D:S1GN • _ �•�* U C L L 1 0.0 P S F H C E N G E J R/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE F CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORR '0 =� OF �t'Q T 0 T.L D. 42.0 PSF S E O N - 38531 DRAWINGSEACH E160 ARZyS ATHHEND USEALSN LE SONTTHIISIDRAWIINGTINDIOCATESTHIS ACCEPTANCEQOFTPROFECONNECTOR ENGIN;ERIN6 '�� O ��v D U R.FAC. 1.2 5 F R O M K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TR L'SS COMPONENT DESTGN SHOWN. THE SUITABILITY AND USE OF THIS % - y."•••t r IIHIDeS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER /1U y - 4 L� SPACING 24.0" FLCerflficaleOfALLI}lOrI78nOI1#$()] ANSI/TPI 1-1995 SECTION 2. I Y'^M (80635 F3) THIS DWG PREPAKLD f; 4, .-lU'LJJEX INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.69 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.25" DUE TO LIVE LOAD AND 0.10" DUE DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TO DEAD LOAD. 5X5= 3 X 5 3X5o� 1.5X4 7 r 1.5X4 7 6X8= 0-4-5 J 3 3 0-4-5 0 3X5: 3X5 1 T T 17-7-0 3X5(A1) 3X5(AI) 2'�--0. 2-0-0_l fE 15-0-0 �E 15-0-0 30-0-0 Over 2 Supports R=1380 U=653 W=3.5" R=1380 U=653 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANO BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE I TC LL 20.0 P S F R E F R151--75240 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR fO T C D L 7.0 P S F DATE 0 8/2 2/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �^ STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPE REY ATTACHED RIGID CEILING. \�� r **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AL PINI ENGI JEERED �Sj�F� •'� BC DL 5.0 PSF DRW HCUSR151 02234093 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL URF TO1 �`••••• BUILD THE TRUSSES IN C,O NFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTAL;.i NG AND i �•� ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATION AI !'ESIGN • i e r =* B C L L 10 0 PSF HC-ENG E J R/MMA SPECIE ICATI ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTUi S TO i=1: 'IE Of �¢ T 0 T.L D. 42 0 P S F S E A N - 38529 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER to i DRAWING 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER'.„5 CSA•.�C��1QP: D U R.FAC. 1 2 5 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SO LEIY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILI TV AND USE uF THT; TTyy1 r IIem ,City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIB111TY OF THE BUILDING DESIGNER. PFR ,D q ��Q��V\ S P A C I N G 2 4.0" FL Certificate OfAatliori7Htion#567 ANSI/TPI 1-1995 SECTION 2. I wti• w (B0635 G1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 120 MPH WIND, 21.52 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 :W4 2x4 SP #2 N: SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) DROPPED TOP CHORD LATERALLY BRACED BY OUTLOOKERS AT MAXIMUM OF 24" OC, TC From 54 PLF at -2.15 to 54 PLF at 0.00 RIGID SHEATHING APPLIED TO THE TOP OF RAISED TOP CHORD AND OUTLOOKERS. TC From 124 PLF at 0.00 to 124 PLF at 30.00 TC From 54 PLF at 30.00 to 54 PLF at 32.15 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND BC From 4 PLF at -2.15 to 4 PLF at 0.00 CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. BC From 30 PLF at 0.00 to 30 PLF at 30.00 SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. BC From 4 PLF at 30.00 to 4 PLF at 32.15 ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. 5X5= BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. SHIM ALL SUPPORTS TO SOLID BEARING. 8X8�i 3X5�� 7 I- -1 7 3 X 3 T2 W4 � 3X3 �19-3-15 014 5 J 3 + 5X7= + 3 ,- 3 + 3X6= + 3 0-4-5 T + 17-7-0 3X10-- + + 3X10_ � 5X12- 7-5-0 SIE 7-3-4 _IE 7-7-0 _I L.--2 0 0::.J i_ 15-0-0 15-0-0 t 7-3-4 T 7-5-0 T 7-5-4 77 7-10-8 fE 30-0-0 Over 5 Supports R=607 U=358 W=3.5" R=1152 U=494 W=3.5" R=1299 U=557 W=3.5" R=1133 U=486 W=3.5" R=670 U=367 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.6a FL 3 R - Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLINr, AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 'I T C L L 20.0 P S F R E F R151-75241 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO I , TC DL 7.0 P S F DATE 0 8/2 2/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT ACTED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 19. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO I ti '� BC DL 5.0 PSF DRW HCUSR151 02234102 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; Oft FABRICATING, HANDLING, SHIPPING, INSI ALL IRi'n NDv t•� ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIiN f J ��: B C L L 1 0.0 P S F H C-ENG E J R/MMA SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL PI!!C A CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS .0 L-jyL j TOT.L D. 42.0 P S F S E A N - 14031 7EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ^ DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIN€tRIN6 3 V" �. (` Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF iI;IS TF�sjjjyy. ... .....� D U R.FAC. 1.2 5 FROM K A llHllleS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING [S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug p17�YJC�G SPACING S E E ABOVE FL Certificate of Authorization#567 ANS]/TPI 1-1995 SECTION 2. rCVJ C .�" (80635 - - G2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.69 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 :W4 2x4 SP #2 N: BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD AND 0.08" DUE DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TO DEAD LOAD. 5X5=— H8 X5=3X8 3 X 6 1.5X4 III 1.5X4 III 7 E— 7 1.5X4 W4 0-4-5 0-4-5 1 3 5X8= 3 3 5X8- 3 - 17-7-0 3X5(A1) - 5X7 3X5(Al) 1?-D-0_I 2-0-0_I I, 15-0-0 15-0-0 J 7-5-0 7-3-4 r 7-7-0 T 7-8-12 'I IF 30-0-0 Over 2 Supports R=1380 U=653 W=3.5" R=1380 U=653 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE I9.5d FL 3 - R - Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANG BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC L L 20.0 P S F R E F R151--75242 INSTITUTE, 583 0 ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PH' 0 TO �rMM AMr T C D L 7.0 P S F DATE 0 8/2 2/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTAC_ED �ri (�A / STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V 1. "`•7l'J **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �• B C D L 5.0 P S F D R W HCUSRI5I 02234104 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY UEYIATI ON FROM THIS DESIGN; ANY FAI�UftE ?0 +� {`'��..r �.-,�j BUILD THE TRUSSES IN CC ORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALIING AND =f ��• ��i B C L L 1 0.0 PSF HC-ENG E J R/M M A A L P I N E BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESfcN SPECIFICATION PUBLISHED BY THE AMER I CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE C.ONNEC TORS ARE MAGE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY C,ONNFCTC'RS TO T 0 T.L D. 42.0 P S F S E Q N - 38527 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER P. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEINiNG M-t••.� ��:``V� OUR.F A C 1.25 F R O M K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TR OSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS T�H Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A U S SPACING 2 4.0" FL Certificateof Authorization#567 ANSI7TPI 1-1995 SECTION 2. . ) f (B0635- - H1) THIS DWG PREPARED IkUM EUMPUIER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 12.65 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3,5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. FILLER 2x4 SP #2 N SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. TC From 54 PLF at -2.15 to 54 PLF at 0.00 LATERALLY BRACE BC ABOVE FILLER AT 24" OC. TC From 124 PLF at 0.00 to 124 PLF at 37.00 TC From 54 PLF at 37.00 to 54 PLF at 39.15 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BC From 4 PLF at -2.15 to 4 PLF at 0.00 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND BC From 30 PLF at 0.00 to 30 PLF at 37.00 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS BC From 4 PLF at 37.00 to 4 PLF at 39.15 LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X5= 5X5 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 3 X 5 8 X 8 3 X 5 7 r 7 3 X 5 10-0-0 + 3X5 3A + 3X3� + + + + 3X3 �8-1-2 3X6-- 3X5- 3X6= 3X6 3X3 3 X 3 20-0. 12-0-0 � LQ� 17-1-5 _1_2-9-7_1_ 17-1-5 �I 18-6-0 18-6-0 1 37-0-0 Over Continuous Support R=161 PLF U=56 PLF W=37-0-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG C0D'c 19.54 FL 3 R - Scale =.1875" Ft. **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANO BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TNI (TRU.S PLATE T C L L 20.0 P S F R E F R151--75243 INSTITUTE, 583 D'ONOF RIO (HANDLING SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES ARI OR TO T C D L 7.0 P S F DATE 08122102 PERFORMING THESE FUNCTIONS. UNIE SS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT j,;GRED C. �� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ` CC "*IMPORTANT*` FURNISH A COPY OF THIS OESI GN TO THE INSTALLATION CONTRACTOR. ALPINE FNGINEEREO - ��t�r'C*� BC DL 5.0 PSF DRW HCUSR151 02234112 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY F9ILURE TO _ BUILD THE Tft USSES IN CONFORMANCE WITH TPI; UR FABRICATING, 11 ANGLING, SHIPPING, INSTALLING AN "- A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITN APPLICABLE PROVISIONS OF NDS (NATIO NAE DESIGN € • T i♦ B C L L 10.0 P S F HC-ENG M N M/M M A SPECIFICATION PUBLISHED 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 T`, sT jQ T 0 T.L D. 42.0 P S F S E 0 N - 39481 DRAWING SEACH E160 ARZ SS, AND U S EA L SO NTTHISIDRAWINGSE F TI NDIIC ATE SS ADC CE P TANCE ES GN HOFTP R OFEHSSIONAIH R ENGI NEERING 1 v�Vllyy��.�1.-q��`�wv D U R.FAC. 1.25 F R 0 M K A Alpine Engineered Products,InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIT AB IL[TY AND USE Ot IH" /c 6� I'IHll1eS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER cc p NV FLCertifcateofAudiorization#567 ANSI/TPI 1-1995 SECTION 2. Aug -, ,r SPACING SEE ABOVE (B0635- - H2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP ##2 N 120 MPH WIND, 12.65 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP ##2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.38" DUE TO LIVE LOAD AND DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 0.15" DUE TO DEAD LOAD. 5X7= 5X7= 5 X 5 5 X 5 7 r 7 10-0-0 1.5X4 � 1.5X4 3X5: 5X5= 3 3X5; 3 3X5= 3X5; �8-1-2 3X6(A5R) = 3X6(A5R) 12-0-0- 2L 0-0O I. 16-6-5 13-11-5 _�_ 16-6-5 �I 18-6-0 1 18-6-0 1 37-0-0 Over 2 Supports R=1674 U=641 W=3.5" R=1674 U=641 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE— 19.5d FL 3 R - Scale =.1875" Ft. **WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND --1 T C L L 20.0 P S F R E F R 1 5 1--7 5 2 4 4 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONCTION DR., SUITE 200, MAOI SON. WI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7.0 P S F DATE 0 8/2 2/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTAC.lED STRUCTURAL OF BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _**IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •" '-"I� B C D L 5.0 P S F D R W HCUSR151 0223411 3 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �(�� 8OIL 0 THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND r BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = t B C L L 10.0 P S F HC-ENG M N M/MM A ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE a CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS !O t� 1e '��• T 0 T.L D. 42.0 P S F S E Q N - 39464 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER iIgx.� K' Alpine Engineered Products,Inc. RESPONSIBILD AWING OTY SOLELYTFORHE STHE EAL ORUSSIC-OMPONENG DESIGNTSHOWNCEPTANCE 0 HE SUIIABILITYROF IS OAND USENAL ENSIOFETTHIS �t�V% � D U R.FAC. 1.2 5 F R 0 M K A TIffineS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ALiL' }�, • E��17 FL Certificate ofAuthori78tion#567 ANSI/TPI 1-1995 SECTION 2. -wy. SPACING 24.0" (80635- H1 PIGGY PEAK) THIS DWG PREPARED ERUM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required BOT CHORD 2x4 SP #2 N NAILING SCHEDULE: (0.1310.0_g_nails) 120 MPH WIND, 18.50 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, TOP CHORD: 1 ROW @ 12" o.c. LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, BOT CHORD: 1 ROW @ 12" o.c. WIND BCDL=2.5 PSF. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. IN EACH ROW TO AVOID SPLITTING. REFER TO DWG PIGBACKA1001 OR PIGBACKB1001 FOR PIGGYBACK DETAILS. 3X5= 7 7 0-8-4 18-1-2 —� 2X4(Al) =- 2X4(Al)2X4(Al) L-0-11i L-0-9-8-J 0-7-3 0-7-3 I_ _I— - �2-9-7 Over 2 Supports �f R=117 U=180 W=3.5" 1 R=117 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BI.OG CODE _ 19.5d FL 3 R - Scale =.5" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLITT TC LL 20.0 P S F R E F R151-75245 INSTITUTE, 583 "ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICE': PRIOR TO T C D L 7.0 P S F DATE 08122102 PERFORMING THESE FUNCTIONS. UNLESS 0THERN[SE INDICATED, TOP CHORD SHALL HAVE PROPE RLI ATTACIIEO STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� `*IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EPGINFERED v BC DL 5.0 PSF DRW HCU$R151 02234115 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAI LOR`_ TO i `� BUILD TIIC TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND •,••••• E�7ALPINE ` : BRACING OF TRUSSES. THIS DESIGN CONFLIRMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL }E3IGN jj; B C L L 10.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANU PAPER ASSOCIATION) AND TPI. ALPINE i CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECfURS TO TOT.L D. 4 2.0 P S F S E A N - 39483 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION f.O NNECTORS PE DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEcR1NG •� F�bQEla:� �l D U R.FAC. 1.25 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT UE SIGN SHUWN. ME SUITABILiTV AND USE JF THI ALL yh r��j II8ll12S Clt}',I:I. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONS181L I TY OF THE BUILDING DESIGNER, PE A V,iy�¢Ci•'nr,C FI.CC[t1llLa a O>fAOthori HtlOn#567 ANSI/TPI 1-1995 SECTION 2. "`!!! , SPACING 24.0" (80635- H2 PIGGY PEAK) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 18.67 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. REFER TO DWG PIGBACKA1001 OR PIGBACKB1001 FOR PIGGYBACK DETAILS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 7 [-3X5= 7 1-0-5 18-1-2 2X4(A1) 2X4(A1) VO-11i 1-1-2-2_1_1-2-2_I 3-11-5 Over 2 Supports R=166 U=180 W=3.5" R=166 U=180 W=3.5 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CUE 19.5d FL - 3 R - Scale =.5" Ft. *BRAC NTNG*REFER RUSSES TO HIB RjQUIRE EXTREME ENG INSTALLINGAR FA AND BRACING).O , HANDLING, HBYP TPI INSTALLINGTRSATED ' TC LL 20.0 PSF REF R151--75246 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO y_r0""" PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT;ACHtD GIA TC DL 7.0 P S F DATE 08/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G� ti'•7�' **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED } �"��F� F` BC D L 5,0 P S F D R W HCUSR151 02234114 PRODUCTS, INC. SHALL NOT DE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO F ��. •� ALPINE BUILD THE TRUSSES IN CONE ORM ANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLIN(; AYD L BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL 5 CN I • _ B C L L 10 0 P S F H C-ENG M N M/M M A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ff CON NECLORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONN E;TORS TO S 1 r OF jJQ TOT.L D. 42.0 P S F S E Q N - 39466 7EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ( P��/ DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIN[tRIN(i ,Cg'-. Q' 1; D U R.FAC. 1.25 F ROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF PIIS FlameSCll},FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER dui '3ydj��E�G SPACING 24.0" FL Certi6cateofAuthofi3m on#567 ANst7TPI 1-1995 stcTlDn z. ^' _�„�,,,,,,,.• (B0635- Cl PIGGY PEAK) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 18.94 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. REFER TO DWG PIGBACKA1001 OR PIGBACKB1001 FOR PIGGYBACK DETAILS. 4X4= 7 F- 7 T 1-6-12 18-1-2 2X4(A1) 2X4(AI) 1.5X4 III olE9 BI o� L. 2-1-3 —1_ 2-1-3 ,I �-5-9-8 Over 2 Supports —� R=243 U=180 W=3.5" R=243 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG COPE _19.5d FL 3 R - Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND -_ TC LL 20.0 P S F R E F R151--75247 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 08 2 2 0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. VG **IMPORTANT** FURNISH A CDPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� BC DL 5.0 P S F D R W HCUSRI5I 02234118 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO J •,• •� BU ILO THE IR IN CONEOR MANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND t B C L L 10.0 P S F HC-ENG M N M MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN7 = * j+ SPECIFICATION PUBLISHED 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 A": jQ TOT.L D. 42.0 P S F S E O N - 14326 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �<T S �y DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING W.��WQYt`}�'',: D U R.FAC. 1.25 F R 0 M K A Alpine Engineered Products,Inc, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOW N. HE SU ITAB[CITY AND USE OF THIS s t� Hames City,FL 33844 OMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Auy�l��'�Com./ SPACING 24.0" FI,Certificate of Authorization#567 ANSI/TP] 1.1995 SECTION 2. (80635- C2,C2A PIGGY PEAK) THIS DWG PkLL.-m7 t—fl (,k,01UILR INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.11 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. REFER TO DWG PIGBACKA1001 OR PIGBACKB1001 FOR PIGGYBACK DETAILS. 4X4= 7 F- T 7 1-10-13 {� 18-1-2 2X4(Al) - 1.5X4111 2X4(A 1) 01 9-81 oL 9 88J 2-8-2 _1_ 2-8-2 _I —6-11-5 Over 2 Supports R=292 U=180 W=3.5" R=292 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND _... T C L L 20.0 P S F R E F R151--75248 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAiE LIST TOTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR f0 _..rM�MMr T C D L 7.0 P S F DATE 0 8/2 2/0 2 P EHEORMI NG THESE FUNCTIONS. UNLESS 0THERN ISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTOR AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED fff �� PR ODOCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEYIATI ON FROM THIS DESIGN; ANY FAILURE TO 4 SIF! Je+ BC DL 5.0 PSF DRW HCUSRI5I o22saln BU ILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND 3 • •_.* B C L L 10.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = + j SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECT TO I 2 J7 n. Y TOT.L D. 4 2.0 P S F S E A N - 14328 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Alpine Engineered Products,Inc. RESPONSIBILDRAWL N GS OOITY SOLELYTFORSTHE EA I OTRUTSICOMPONENT DEOSIGNTSHOWC.NCEPTATHE NCE OSOITABILETYOAND UNAI ISIEIOFETHIIS 4 lS � ,4P(�� O U R.FAC. 1.2 5 F R 0 M IC A Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A U G p� SPACING 2 4.0" FL Certificate of Authonzation#567 ANSI/TPI 1-1995 SECTION 2. ASCE 7-98: 120 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, 1 = 1.00, EXPOSURE C 2X4 BRACE (1) 1X4 "L" BRACE + (1) 2X4 "L" BRACE + (2) 2X4 "L" BRACE ++ (1) 2X6 "L" BRACE + (2) 2X6 "L" BRACE ++ GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B #1 / #2 3' 7" 6' 3" 6' 5" 7' 4" 7' 7" 8' 9" 9' 0" 11' 7" 11' 11" 13' 9" 14' 0" BRACING GROUP SPECIES AND GRADES: Q S P F #3 3' 6" 5' 5" 5' 5" 7' 2" 7' 2" 8' 9" 8' 9" 11' 1" 11' 1" 13' 9" 13' 9" GROUP A: HF STUD 3' 6" 5' 4" 5' 4" 7' 1" 7' 1" 8' 9" 8' 9" 11' 1" 11' 1" 13' 9" 13' 9" SPRUCE-PINE-FIR HEM-FIR W O STANDARD 3' 6" 4' 7" 4' 7" 6' 1" 6' 1" 8' 2" 8' 2" 9' 6" 9' 6" 12' 11" 12' 11' 1 2 STANDARD 2 sTUo I-� 1 3' 11" 6' 3" 6' 8" 7' 4" 7' 11" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" 3 STUD 3 STANDARD s P #2 3' 10" 6' 3" 6' 8" ;i' 4" 7' 11" 8' 9" 9' 6" I1' 7" 12' 6" 13' 9" 14' 0" #3 3' 8" 5' 6" 5' 6" 7' 4" 7' 4" 8' 9" 9' 3" 11' 5" 11' 5" 13' 9" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE di DFL _ STUD 3' 8" 5' 6" 5' 6" 7' 3" 7' 3" 8' 9" 9' 3" 11' 3" 11' 3" 13' 9" 14' 0" 3 3 STUD STUD STANDARD 3' 7" 4' 9" 4' 9" 6' 3" 6' 3" 8' 5" 8' S" 9' 9" 9' 9" 13' 2" 13' 2" STANDARD STANDARD S P F 1 2 4' 1" 7' 1" 7' 4" 8' 5" 8' 8" 10' 1" 10' 4" 13' 3" 13' 7' 14' 0" 14' 0" #3 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1" 13' 3" 13' 3" 14' 0" 14' 0" 0.'I HF STUD 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1" 13' 3" 13' 3" 14' 0" 14' 0" GROUP B: W Q STANDARD 4' 0" 5' 8" 5' 8" 7' 6" 7' 6" 10' 1" 10' 1" 11' 8" iv8" 14' 0" 14' 0" 1 4' 6" 7' 1" 7' 8" 8' 5" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" HEM-FIR I & BTR s P #2 4' 5" 7' 1" 7' 8" 8' 5" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" 11 w #3 4' 3" 6' 9" 6' 9" 8' 5" 8' I1" 10' 1" 10' 7" 13' 3" 13' 11" 14' 0" 14' 0" ,_J I DFL STUD 4' 3" 6' 9" 6' 9" 8' 5" 8' 10" 10' 1" 10' 7" 13' 3" 13' 9" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 4' 1" 5' 10" 5' 10" 7' 8" 7' 8" 10' 1" 10' 3" 11' 11" it' 11" 14' 0" 14' 0" i#1 1 2 4' 7" 7' 10" 8' 1" 9' 3" 9' 6" 11' 1" 11' 5" 14' 0" 14' 0" 14' 0" 14' 0" 2 2 d S P F #3 4' 5" 7' 8" 7' 8" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" STUD 4' 5" 7' 7" 7' 7" 9' 3" 9' 3" 11' 1" 11' 1" 14 0" 14' 0" 14' 0" 14' 0" HF Q H STANDARD 4' 5" 6' 7" 6' 7" 8' 8" 8' 8" 11' 1" 11' 1" 13' 5" 13' 5" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: I� #1 5' 0" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" it' 11" 14' 0" 14' 0" 14' 0" 14' 0" d = s P 2 4' 10" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' it" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. 3 4' 8" 7' 10" 7' 10" 9' 3" 9' 9" 11' 1" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" PROVIDE UPUFT CONNECTIONS FOR 105 PLF OVER r=--' DFL STUD 4' 8" 7' 9" 7' 9" 9' 3" 9' 9" 11' 1" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 4' 7" 6' 8" 6' 8" 1 8' 10" 8' 10" 11' 1" 11' 5" 13' 9" 13' 9" 14' 0" 1 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" ABO T�� OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" + PLYWOOD OVERHANG. GABLE TRUSS 2X4 ,y2N OR BETTER ATTACH EACH "L" BRACE WITH 10d NAILS. -1- FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. DIAGONAL BRACE OPTION: I + IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. VERTICAL LENGTH MAY BE 18" * **F (2) 'T." BRACES: SPACE NAZIS AT 3" O.C. DOUBLED WHEN DIAGONAL L I + IN 16" END ZONES AND 6" O.C. BETWEEN ZONES. BRACE IS USED. CONNECT L "L" BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL BRACE FOR 740# BRACE ** MEMBER LENGTH. AT EACH END. MAX WEB TOTAL LENGTH IS 14'. GABLE VERTICAL PLATE SIZES 2X4 SP OR DF-L STUD r OR 3, SPF #1/#2, H-F #2 18° * VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" VERTICAL LENGTH SHOWN OR BETTER DIAGONAL + + + tX4 OR 2X3 L 1 GREATER THAN 4' 0", BUT 2X4 IN TABLE ABOVE, I BRACE; SINGLE OR LESS THAN 11' 6" ,} DOUBLE CUT (AS SHOWN) GREATER THAN Il' 6" 2.5X4 AT UPPER END. ONTINUOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF ASCE7-98-GAB12015 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ,/,`GCLb�, DATE 09/10/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL �F V4 7 HAVE A PROPERLY ATTACHED RIGID CEILING. O�j�Fir',4':� DRWG A12015EC0901 ..IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINK: � "" "�"+• ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, _ t �.4 ; —ENG HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH i APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE C -y 7 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAST'A'TE OF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF k<TRti •w AX. TOT. LD. 60 PSF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �- OR%0' POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE n SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. ••+�•�•'� MAX. SPACING 24.0' 2X6 'T" GABLE DETAIL REINFORCING GABLE VERTICAL PLATE SIZES MEMBER 2X4 "T" SYM. VERTICAL LENGTH PLATE IF PLATES REINFORCING ABOUT + FOR LET-IN VERTICALS . MEMBER BETWEEN CHORDS SIZE OVERLAP LESS THAN 4' 0" JIX4 OR 2X3 2X8 GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL LESS THAN 11' 6" GREATER THAN I1' 6" 2.5X4 2.5X8 / +Q REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. + s IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) GABLE + EXAMPLE: 2*2X4 APPROPRIA EC ALPINE GABLE OUP A, BD TAILDFOROASCEEOR VERTICAL 2X8 LENGTH SBCCI WIND LOAD. TYP. MAXIMUM ALLOWABLE 'T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. EB LENGTH INCREASE W/ "T" BRACE WIND SPEED 'T" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 % 10 7 + 15 FT 2x6 40 % 50 % 110 MPH 2x4 10 % 10 7 30 FT 2x6 50 7 50 % 100 MPH 2x4 10 7. 10 % 15 FT 2x6 30 7. 50 7. 100 MPH 2x4 10 % 10 7 30 FT 2x6 40 % 40 % 90 MPH 2x4 20 7 10 % PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 15 FT 2x6 20 % 40 % RIGID SHEATHING ATTACH EACH 'T" REINFORCING MEMBER WITH 90 MPH 2x4 10 % 10 7 HAND DRIVEN NAILS: 30 FT 2x6 30 % 50 % 4 TOE 4AILS 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 10 7. 20 % AND BOTTOM CHORD. 15 FT 2x6 10 % 30 % +� GUN DRIVEN NAILS — 0.131" X 3": 80 MPH 2x4 20 7 10 7 REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 7 NO % MEMBER 70 MPH 2x4 0 7 THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE 15 FT 2x6 0 7. OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS 70 MPH 2x4 10 7 GABLE TOENAILS 30 FT 2x6 10 % TRUSS SPACED AT A11015EN0699, A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 4' O.C. A11030EN0699, A10030ENO699, A09030EN0699, A08030EN0699, A07030EN0699 EXAMPLE: ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015ECO901, A12015ECO901, A11015ECO901, A10015EC0901, A08515ECO901 MEAN ROOF HEIGHT = 30 FT A13030ECO901, A1203OECO901, A11030ECO901, A10030ECO901, A0853OECO901 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 511015EN0699, S10015ENO699, S09015ENO699, S08015ENO699, 307015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S1103OEN0699, S10030EN0699, S0903OENO699, S08030EN0699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" 4 TOENAILS MAXIMUM 'T" REINFORCED GABLE VERTICAL LENGTH SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. PHIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 ■WARNING-■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF LET—IN VERT INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLIS!)E@ BY TPI (TRUSS PLATE INSTITUTE, 583 D"ONDFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DATE 10/24/01 TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V + T IMPORTANT-* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE DRWG G13LLETIN1001 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS7 ••� ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, =w a W 471 —ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH * _ APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE % AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF POGA L��, STAN Qp ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF Y^.� AX TOT. LD. 60 P SF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I '� P:�4, POMPANO BEACH,FLORIDA ENGINEERING 6ORESPONSIBILITYSOLE YA-Z. THE SEAL ONI SFOR ATHIE GTRUSS COMPO ANCE ENTICATESPT ESIGNO SHOWN.ESTHONAL � �,��.�Eo E OUR. FAC. ANY RAWINGSSUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Aug MAX SPACING 24.0' RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. CLB WEB BRACE SUBSTITUTION T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR \ IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L-BRACING: BRACING METHOD IS DESIRED. T—BRACE APPLY TO EITHER SIDE OF WEB OR NARROW FACE L—BRACE ATTACH WITH 16d NAILS AT 6" O.C. NOTES: BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE—RUN DESIGN WITH APPROPRIATE BRACING. T—BRACE L—BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L—BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 SCAB BRACING: 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X6 2-2X6(*) NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE BRACE IS A MINIMUM 80% OF WEB T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE MEMBER LENGTH OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. vz (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. THIS DRAWING REPLACES DRAWING 579,640 ■-WARNING■■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL PSF REF CLB SUBST. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. _..M!'� TC DL PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V� :r/ DL PSF DRWG BRCLBSUB0699 +xIMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS � �. ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. ?'( LL PSF —ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE + ! '* LD. PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 9 ALPINE ENGINEERED PRODUCTS,INC. TRUSS ANDRAWINGS , UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERtnn POMPANO BEACH.FLORIDA' ENGINES ING ORESPONSIBIL TYL SOLE YI ON SFOR ATHE WING TRUDSS ICATECOMPONENT ENT D SIGNACCEPTANCE O SHOWN.E STHONAL ; ... ... R. FAC. SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE �`t�` €0�EN� PACIN G RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i PIGGYBACK DETAIL 80 MPH WIND, 30,00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, 80 MPH WIND, 30.00 FT MEAN HGT, SBC, 100 MPH MIND, 30.00 FT MEAN h"., LOCATED ANYWHERE IN ROOF, 100 MI FROM COAST, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF CLOSED BLDG, LOCATED ANYWHERE IN Ruu, CAT 1, EXP C. WIND TC DL=5.0 PSF. WIND BC DL=5.0 PSF, WIND TC! DL=5.0 PSF, WIND BC DL=5,0 PSF. EXP. C, WIND TC DL=5.0 PSF, WIND BC DL=5.0 NOTE: TOP CHORDS OF TRUSSES SUPPORTING PIGGYBACK CAP TRUSSES MUST BE ADEQUATLY BRACED BY SHEATHING OR PURLINS. PROVIDE DIAGONAL BRACING OR OTHER SUITABLE ANCHORAGE TO PERMANENTLY RESTRAIN PURLINS. DETAIL A FLAT TOP CHORD <= 12' PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON (0-148"x3") NAILS. 12" MIN RIGID SHEATHING OVERLAP WITH 8d COMMON (0.131"x2.5") OR GUN NAILS IN OVERLAP ZONE SPACED AT 4" O.C. FLAT TC BRACING PER ENGINEE 'S SEALED DESIGN DETAIL B FLAT TOP CHORD <= 20' PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON (0.148'X3") NAILS AND 4' 2' 2' 4' SECURED WITH 2X4 #3 GRADE SCAB (I SIDE ONLY) ATTACHED WITH 10d COMMON NAILS AT 4" 0,C. z' 2' FLAT TC BRACING SEALED S SEALED DESIG CAP TRUSS TOENAILED TO TOP CHORD BRACING AND SECURED WITH 3X6 TRULOX PLATES (EACH FACE) AT EACH END AND AT 1/3 POINTS, DETAIL C CIRCLED NUMBER INDICATES REQUIRED NUMBER OF 0-120" X 1,375" NAM PER FACE, SEE DRAWING 16OTL FOR TRULOX INFORMATION. FLAT TOP CHORD <= 30' IN LIEU OF TRULOX CONNECTORS, ALPINE 62PB SPECIAL PIGGYBACK CONNECTORS MAY BE USED- SHOP APPLY TOOTHED PORTION, FIELD ATTACH TO MATING TRUSS ---------- 1010— rA) (4) WITH (4) 0,120" X 0.375" NAILS MINIMUM EACH FACE- ,V'r ' (4) 8d COMMON NAILS (0.131"X2.5") 6" X 8" X 1/2" RATED SHEATHING GUSSETS (EACH FLAT TC BRACING PER ENGINEER'S FACE) MAY BE USED IN LIEU OF TRULOX PLATES, SEALED DESIGN ATTACH WITH (8) 8d COMMON NAILS PER GUSSET, (4) IN CAP BC AND (4) IN BASE TRUSS FLAT TC, THIS DRAWING REPLACES DRAWINGS 581,670 Sc 961,860 --WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, I INSTALLING AND BRACING, REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED TC LL PSF REF PIGGYBACK BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONGFRIO DR,, SUITE 200, MADISON, WI, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, C DL PSF DATE 10/24/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL .... HAVE A PROPERLY ATTACHED RIGID CEILING. a-IMPORTANTom FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE AiR C DL PSF DRWG PIGBACKA1001 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 4 ZZ ee PI E D IS t . Al PINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIj OR FABRICATING, C LL PSF —ENG DLJ/KAR HANDLING SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF ZOGA STAT OF Q, Q`1', LD, MAX 60 PSF "653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF 'N,,ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S�,tL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL OUR, FAC. 1,15 SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE '�nNENT FOR ANY PARTICULAR BUILDING IS THE SPACING 24,0" ' PER ANSI/TPI 1-1995 SECTION 2, TOP CHORD 2X4 #2 OR BETTER PIGGYBACK DETAIL BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTER SPANS UP TO REFER TO SEALED DESIGN FOR DASHED PLATES. JOINT SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TYPE 30' 34' 38' 52' TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. A 2X4 2.5X4 2.5X4 3X5 PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. B 4X6 5X6 5X6 5X6 ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS C 1.5X3 1.5X4 1.5X4 1.5X4 MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. D 5X4 5X5 5X5 5X6 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: 110 MPH WIND, 30' MEAN HGT, ASCE 7-93, CLOSED BLDG, 130 MPH WIND, 30' MEAN HGT, ASCE 7-98, CLOSED 4X6 OR 3X6 TRULOX AT 4' OC, LOCATED ANYWHERE IN ROOF, 1 MI FROM COAST BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP. C, E ROTATED VERTICALLY CAT I, EXP C, WIND TC DL=5 PSF, WIND BC DL=5 PSF WIND TC DL=5 PSF, WIND BC DL=5 PSF 110 MPH WIND, 30' MEAN HGT, SBC ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO WIND TC DL=5 PSF, WIND BC DL=5 PSF BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE INFORMATION. PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 #2 OR BETTER WEB BRACING CHART A E E A Em E WEB LENGTH REQUIRED BRACING A E E E A E E 0' TO 7'9" NO BRACING 1x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 20' FLAT TOP CHORD MAX SPAN 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 807 LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. EITHER PLATE OPTIONAL B ,-- , B �C LOCATION IS SPLICE (/>;i�j ACCEPTABLE D B D–SPLICE 119 it C *PIGGYBACK SPECIAL PLATE B C ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF - 2' k— FABRICATION. ATTACH TO SUPPORTING TRUSS WITH TYP. B C (4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY C PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND B SPACE 4' OC OR LESS. ------ -- B C 0 0 0 0 0 B C—TYP. C O o 0 0 0 0 2„ 12 * C O O a o 0 o a 12 C o 0 0 0 0 MAX - - 8 1/4" *ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. 'PHIS DRAWING REPLACES DRAWINGS 634,016 634,017 & 847,045 —WANIN — TRUSSES REQUIRE EXTRIN TALLING AND BRACING' REFER TOEHIB-91R HANDL NGICATINGINSTALLINGNDLINGAND BRACING), PUBLISHED MAX LOADING REF PIGGYBACK BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRID DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, '`` 55 PSF AT DATE 10/24/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL �� T HAVE A PROPERLY ATTACHED RIGID CEILING. ! 1,33 DUR. FAC. DRWG PIGBACKB1001 *:.IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE f �•� �iFICi,4' ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS F (4 SO PSF AT / DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, —ENG DLJ KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH + Ax 471 _ APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE * 1.25 DUR. FAC. AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA7STATECF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF to} 47 PSF AT ALPINE ENGINEMPANOERED ACHR FLORIDA,INC. TRUSS DRAWINGSD160NAEZS OTHERWISE SEALS ON THISED ON DRAWINGIS DESIGN,INDICATES ACCIEPBTANCEENOFCTORS PROFESSIONAL � 6� ':C, 1.15 DUR. FAC. POMPANO BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE G� RESPON II ILITY OFSTHEE BUILDINGOOF THIS MDES GNER,OPERNANSI R PI'�-1R9 THE Aug [t f:,p Et'� SPACING 24.0