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Permiit 1497 Jasmine Street ADDRESS BUILDING PERMIT NUMBER INSPECTIONS : FOOTING UNDER SLAB PLUMBING SLAB ; FRAMING ' COVER-UP INSULATION FINAL BUILDING _ IF-7 CERTIFICATE OF OCCUPANCY -7 fl ELECTRICAL PERMIT # INSPECTIONS ROUGH FINAL / MECHANICAL PERMIT # 3-73y--, PLUMBING PERMIT # �"2 / NOTES : g t 3 AGENDA ITEM#8C AUGUST 13,2007 CITY OF ATLANTIC BEACH CITY COMMISSION MEETING STAFF REPORT AGENDA ITEM: Request for a Waiver from Section 24-252 of the City Code requiring Paved Access before Construction on a Residential Lot SUBMITTED BY: Rick Carper, P.E., Public Works Director/e-r— DATE: August 3, 2007 BACKGROUND: City Land Development Regulations (see attachment 1) require every lot to have access to a paved city street and requires, prior to building construction, that developers construct a street to City standards if the adjacent street is not paved. Applicant is requesting a waiver to the requirement to have the street constructed before home construction in order to avoid having the newly constructed street damaged by construction deliveries and equipment and proposes to post a cash bond sufficient to cover road construction costs to ensure the road is built after home construction is completed. Applicant is also requesting a waiver to the required pavement width, Section 24-252 (c) requires 20 feet paved surface for a local street without curb and gutter. Applicant is requesting to be allowed to construct a 16 foot roadway instead because of the limited development and thus low traffic volumes expected on this road segment. Applicant's request for abandonment of the Lily Street Right of Way requires additional documentation and will be addressed at a later date. RECOMMENDATION: Staff recommends approval of this waiver request. The City will ultimately get a finished street without damage if constructed after all heavy traffic associated with home construction is passed. Because this proposed home construction is at the western end of W. Plaza Road, only one resident is impacted. This resident is aware of the construction and has agreed to allow his property to be used for construction parking. Reducing the required pavement width will result in a 20% reduction in impervious surface being installed. ATTACHMENTS: 1) Land Development Regulations Sec. 24-252 (excerpt) 2) Waiver Request with survey showing proposed lot development 3) Overhead photo of subject lot BUDGET: No budget issues. REVIEWED BY CITY MANGER: August 13th, 2007 regular meeting AGENDA ITEM#8C AUGUST 13,2007 Land Development Regulations Sec. 24-252. Streets (Excerpt) (c) Access to paved streets required. Every lot, development parcel or new subdivision shall have access to a paved street dedicated to public use, which has been accepted and maintained by the city. It shall be the responsibility of the developer to design, construct and pave streets in accordance with the requirements of division 5 of this article. A certificate of completion shall be issued prior to acceptance of any public street by the city and prior to the issuance of any building permit to develop individual lots or parcels. (i) Minimum right-of-way and paving widths. Minimum street right-of-way and paving widths shall be as follows, unless otherwise indicated or required by law: TABLE INSET: STREET TYPE RIGHT-OF- PAVING WAY WIDTH Major Collector Street 84 feet 28 feet Minor Collector Street 60 feet 24 feet Local Street: Without curb and gutter 60 feet 20 feet Local Street: With curb and gutter 50 feet 24 feet Cul-de-sacs and loop streets not exceeding 60 feet* 20 feet* 1500 feet in length: Without curb and gutter With curb and gutter 50 feet* 20 feet* Alley: Commercial 30 feet 12 feet Alley: Residential 20 feet 10 feet * Required for linear portion of cul-de-sacs and loop streets. (d) August 13th, 2007 regular meeting Lu UURVEN L. li or (Y S 1 l� _._.._... .. .. _ ._ ` a n �d LFT 4 i' I ' d Lr' "C) Q Cy t t t i o 0T S c W O �d 0 �-'STo rx y ; O F -A►�+ 4..1`-o'' y 4 T r o a21 VE � 1 FOUND .3/4 IRON`.,?far .,r I y,. ? C'OUNG 1/2" iPt NO IDENTIFICATION �, t P•0i 2 0 O W 102. 00 NO 0EWIFICA TtC FOUND 1`,2. IRON PlOt,. � FOUND 1/2' :RC NO IDENTIFICATION NO IDENTIFjC'ATIO (0.x5' W. 120• N) PLAZA STREET (C.2: w, i 1�. } 50' RIGHT-OF-WAY wm'llty of the proposed """ 0'-0"__ AGENDA ITEM#8C A'ljAUGUST 13,2007 s , S1� APPLICATION FOR WAIVER FROM A PROVISION OF THE LAND DEVELOPMENT REGULATIONS City of Atlantic Beach • 800 Seminole Road •Atlantic Beach,Florida 32233 Phone: (904)247-5826 - FAX (904)247-5845 - http://www.coab.us Date A sq u s r �2-0 47 File No. Receipt Section 24-46 (d) permits the City Commission to authorize limited Waivers, on a case-by-case basis, from a specific provision(s) of these Land Development Regulations when it is demonstrated that compliance with such provision(s) would be unreasonable, in conflict with the public interest, or a practical impossibility. A Waiver from these Land Development Regulations may be approved only upon showing of good cause, and upon evidence that an alternative to a specific provision(s) of this Chapter shall be provided, which conforms to the general intent and spirit of these Land Development Regulations. In considering any request for a Waiver from these Land Development Regulations, the City Commission may require conditions as appropriate to ensure that the intent of these Land Development Regulations is enforced. A Waiver shall not modify any requirement or term customarily considered as a Variance or any requirement or term prohibited as a Variance, and shall be considered only in cases where alternative administrative procedures are not set for the within the City Code of Ordinances. 1. Applicant's Name N A A M Aha W A rZ k C L L 2. Applicant's Address I 'A5-1 t_1 AS 01;AJA 51 3. Property Location _ 4T 1 P-n/-t-L -Li L-Y 5 T. 4. Property Appraiser's Real Estate Number 5. Current Zoning Classification 5 -z— 6. Comprehensive Plan Future Land Use designation 7. Requested provision(s)from which waiver is sought: } E C 1 o N "Z, �4 ZS Z 8. Size of Parcel 1-7 Q x 10 Z 9.Utility Provider 10. Statement of facts and any special reasons for the requested Waiver,which demonstrates compliance with Section 24-46 (d) of the Zoning and Subdivision and Land Development Regulations and specifically describing how the request complies with the Conditions necessary for the City Commission to approve this request. Please use second page is additional space is needed. AGENDA ITEM#8C AUGUST 13,2007 11. Provide all of the following information: a. Proof of ownership (deed or certificate by lawyer or abstract company or title company that verifies record owner as above). If the applicant is not the owner,a letter of authorization from the owner(s)for applicant to represent the owner for all purposes related to this application must be provided. b. Survey and legal description of property. c. Required number of copies(2) d. Application Fee($150.00) I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT: Signature of owner(s)or authorized person if owner's authorization form is attached: Printed or typed name A A,M 1�1•/J lQ 12# � Signature(s): ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION Name: 0 Q A- Iy1 P N I+A/Z rz-6 Z L Mailing Address: —7 5 m 1 1 A- T L A,-,I T" t C /34-A-C A Phone: rn Z ( (a l Fag: J 'Z L (-4 2L _ . r/� yA a AGENDA ITEM#8C AUGUST 13,2007 To: City of Atlantic Beach From : Naaman Harrell Re: EXTENSION OF WEST PLAZA AND THE CONSTRUCTON OF HARRELL RESIDENCE LOCATED AT 1217 LILLY ST AND THE CLOSURE OF LILLY STREET I Naaman Harrel( am requesting a waiver from the requirement of Section 24-252 to have a paved road completed and accepted by the city before issuance of a building permit. I am also requesting a waiver to the paved width requirements (20 feet required, I am requesting 16 feet instead) I am also seeking the abandonment of Lily St along with Joseph C Durante,The Abdullah Trust and Paul Stanford who have interest in the adjoining properties to Lily. W. Plaza which will then be a dead end street and will require a cul de sac turnaround or T end turn around which we will provide with the extension of W Plaza. Our request will be guaranteed by a cash bond based on the amount of civil engineering and actual cost of paving. Included is a copy of the survey, site plan and map overview of the area to show how other streets are laid out . Attached is a contract with Andrew May P.E. showing the amount of 15,000 on the high end with SJRWMD permitting also attached is the cost of paving from Duval Asphalt for a total of 16,712.00 our proposed cash bond is in the amount of 31,712.00 . AGENDA ITEM#8C AUGUST 13,2007 1324 1350 1301 V 1251 1269 L -—------------- 10go if 9780 0 1082 1040 --------------- 1251 1002 coprvftt Jet 2005cftyol j3r)m*"vwa.F1 Or- 322W http://maps2.coj.net/output/DuvalMaps_GISMAP23368486414811.png 8/3/2007 \ AGENDA ITEM*a d: AUGUST!%kg �\ . �\ � �\ . < \ �. . Truss Connections Plan 1094 "C" Pulte Homes, Inc Truss uplift Truss Stud to Double Stud to Sill Left Inter. Right Connection Plate Connection Connection T5 430 440 200 __ HDPT2 ; HCPLL , HCPLL _ TYPICAL _TYPICAL T6 500 500 HDPT2 ; HCPLULR y TYPICAL r TYPICAL ALL OTHER'S — <510 _ <510 - (1)_HCPLL/LR ---- - TYPICAL TYPICAL Where RTPGA830 is indicated install two (2) SYP studs (Min.)under each bearing point. Toe-nail trusses to Dbl. Pt. with 4- 16d com. Typical: TPP4 at sill and double plate at 32" o.c. (Capacity: 395 pif or 790#uplift for trusses at 2' o.c.) Nail with 8 - 1 Od com. HCPLULR Uplift Capacity: 510# ; HDPT2 Uplift Capacity: 880# w/ 8 - 8d com; RTPGA830 Uplift Capacity: 1950# Simpson LTT20 Uplift Capacity : 1750# ; MTS27B Uplift Capacity: 3745# All connectors are SEMCO or equal (U.O.N.) APPROVED City .OF ATLANTIC BEACH BUILDING OFFIC5 AR 2 41997 1W L ��/o 1 r7 �PtS m c NE S'r 7 9I9-7 Jeffrey K. Hulsberg P.E. (904) 886-2401 61 SOL, 13 Oil- i4 ,tri (!o ��► as Ci LOAN 1 I iino ii■ fir■NO I■ .. ® ii . 11111____________��__________►.-� err - i •' rT -- -- - _-- . - � . PULTE NOW COW 18/121 ATLANTIC BCH W 1094 -C- .�� (Z-0367) AqZ_sr_jp4,1 T M Y OF TOP CHORD 2rzA SP 02 N PROVIDE UPLIFT CONNECTIONS AI BEARINGS AS 1NOICAM. (1941 SBCI 907 MORO 294 SP 02 N UPLIFT (Le): 260 360 WEBS 294 SP 03 BRG.LOC !FT): 0.00 1t 38 TRUSS DESIONEO FOR 100 N1lW WTND, t6.a0 F7 MEAN HEIGHT WITH DEAD LOAD OF 3.00 PSF (TO AND 5.00 PSF (BOTTOMj . DEFLECTION CRITERIA IS L"P LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN Move. �rwF-r-rr.. -..-r- TOPHIP C'HORDp�D TOOSSUP�1 =00-00 JACKS WITH 2 PANEL TYPICAL SINPSON1ON EQ-GravUAL (-1'Up111 R REQUIREMENTS A AMID CEILING OR COJ1'1'INUOlJ3 LATERAL BRACING AT 24` D.C. _�--rata UPLIFT NN1F+�--.�. y *x* KAMER RM US MT 8E PROPERLY ATTACHED TO THE 80TTON CHORD. H5 a -4961(JaCkf On1Y) 11{1526 + 6 27510 -1288! 10d 1p1y MIE12 a -10000 NUM a + 3315! -1550/ 16d fpII PROVIDE HANGER AT LEFT END OF YAUSS FOR 723.22 LBS. 14TS12 ■ -20000 Ea NHUS48 - + 42490 -16600 Od 111y 14TT280 ■ -37860 Esc JlOd) HHUS48 a + 5180# -2000# 16d 2DIy MTT28B ■ -445'.10 2 . t6dl HGUM - � 6640# -21990 10d 201Y MSTGO - -46881 Per 2oly) MGUS48 - F 80001 -26500 18d 2ply CS150 a -16'501 Each NOUS5.5- +113350 -34451 1Gd 30 1 REFERENCE HOLMES-LUMBER wDETAIL SHEET FOR UPLIFTMANGER-DETAILS -5'10" 5110' 4x4 12 5p Q a oa N N x4 4(All t1'9• 1-4•---� 4' 4' R-7231 U-260/ Rvu8441 U-3500 W 3'9 TA Y1 4-A IN TP� TA T REV. 7 9 aLP1K zKw►KeKat 99oaue+a, tie. > KKoura KKs►ae cuiK 02/06/97 TC LL 30.-0 PSF F 1�1 MPaRTANY�r�lemu FeT aaFounau►a Arr AF{NZNG tr w►�auuo, aKKsrtKa aia (` iMNIM FM�NUN aT nut MUMCAMM a W &%=W.M at*al N»t.Kta uta Now .• UgT'T �., TC OL 7.0 psF AT 02/06/97 ra im w WaLl an num►w ewaF vm Nm am w wt. ra aarimw swew.Noma ww9s a O arae KaFRAW"ae aw r au aw.SMIL 9 iza Am CAMM &wma onowm Im"T A lop � BC OL 10.0 PSF G US 1a►CMWI ►a•FOKm.rraa► n Pal PACK r oae awu Ka uaaar,v WAM Kra mora Tana-ma W&M i mmm.aeaar ea we mum raft. Lr ANA FL;_ SWAT"& was OWD 8C LL 0•0 PSF JBE WOWYM wa WAUM a4 as a toA'r.am=omwwm KaTM, -a 7 arum 14039 env."c:+a srAT!OP �: T .to— 47.0 PSF /A LEN. 11 8-0 *01 mmieaaaK.fM40 a m a�K•an.w arsw'a &Pon x6meri.a�a rK iaiuni w FAQ a t' alAi *r Wm1ft Tr TK a p"W wxiw me aw"UAWLS"I"L rtwTtw►tour aP Tia art no M"TOT PIL M a!ONO Mr TK rwra KFanan �'�. a�• OtJF1 FAC. a wrim 1. f"If SPAcm See above vw S GA13LE THISP y TOP CHORD 2x4 SP r2 N PROVIDE UPLIFT CONNPAT ECTIONS RINGS AS INDICATED. (1991 SBCt BOT CHORD 214 SP rl Canes ;g2 2x4 SP 42 N. UPLIFT l8): 690 620 NESS 2" SP 43 .q2 2x4 5P 42 N i�RUSS OE IGNE0 FOR1100 00 Ni1NIND. 15.00 F1 MEAN HE10HT WITH OEM LOAD OF 5.00 PSF ITDP) AND 5.00 PSF 180TlONS . DEFLECTION CRI7E1IA IS L/Se1 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. -_•-- - -- -------- _.-.�.......�- A RIGID CEILING OR CONT MJCUS LATERAL BRACING AT 24" O.C. TYPICAL 5TMPSON OREQUALPLIFT/RANGER AEOUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. _ t+)-Gravity H-UPlltl _ SPECIAL LOADS _ __ s _r a11r-UPLIFT v*0 ` «�~ ass HANGER skm ----_w 115 - 4551 Wachs Only) ( HUS26 - + 27510 -i286f 10d 1ply1 T—_-From 74 PLF et -1.39 to-_--74 PLF et 4.00 00 1411112 - -100 HUS26 - + 33151 -1550+ 16d 'Plyi 1C - From lob PLF at 4.00 to t06 PLF at 11.33 Mrs 12 - -20006 12 Each RHUS48 ■ + 42994 -16500 lOd M y 1C - Frm 74 PLF at 11.33 to 74 PLF at 25.33 MT128B - -37850 Each 410d1� OWS46 - i 151804 -20000 III BC - From 20 PLF at 0.00 t0 20 PLF at 4.00 MTY288 - -44990 Uhl ach 1(163) NGVS48 - + 86400 -2t99f JOd 2ply� 8C - From 29 PLF at 4.00 to 29 PLF at 11.33 NST60 - -468862ply1 HWPS48 - ; 8000f -26500 i6d 201Y BC - From 20 PLF at 11.33 to 20 PLF at 24.00 CS150 - -16500 H01155.5- +113351 -3945f l6d 301yl BC - 145 LB Cww antrated Load at 4.00 --------------- ---- ---------^----------- SC - 496 LB Concentrated Load at 12.33 REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �--- 12' 12' 04 1.5X3 .5X3 i.5X .5X3 12 1.5X3 .5X3 sn I 1. .5X3 .5x3 4x4IA21 6x3 .� [Al) Y B • 1.5X3 .5X3 ' • 1.5x3 1.5x3 24' 4' i f d9 ! Rv-179 4 0#690f 11.3'9 Rv-15980 U-620# W-3'B P -1YP�-ALPTNE. DESIGN CRIT-TPI GTICRIT-T - I TOTAL I R 7 FOIAD02/06/97 0.004040"co XNAMoK at. loom m1WaR OMNIaM 02/06/97 TC LL 30.0 PS*IMPORTANT*Ntau w►sc owrom ms root AM ARNING n► wuamA Im"im xw iXUATM irxm we*gnM M VM WftV qj=e. CR Aw Ogg".wA me-ft w Wt.rat vAn muo ,tt�►ttt�i�,�r a OU Tr surto Txt army=sarswroes KM 010 N M. ►a Aopumsu oraw�raWAW AxA W Jig � , TC OL 7.0 PSIt 101* am XMM �WOOVTas►rot xAK W flys IAtr, SOL�L UM AM SIXOPWIM Maus OCKO [rir UUM wr BC OLS0.0 PSwe wo be nT As w7m.'mx ommms"?m acr rim• a"Pub*Lxwmts•sacrr Rtx rrorat .,Wu %sew w vaus sTi�yft um m-so v1f=uft "unai. l`f,aTTaa�w�rr000•MluxmA.«TTM ower is C•.LL0•�.ur�rAw rot oar Iota ar s 1sor-r.eaw sTrwMos �nars.awer u,w.es.Tow oesura--sac y4yf 4t 001.LD 47:0 �$gwa*prwjcwa ws�ar Toa s Tfj,aAsw ti prt�a•TlorGtA-asArr Irl�/rf!is rl001 o .FAC. 1.33smL W�4wAvA*mLw Tr TM crnoeff ruiono mm LVWXL NOLMAIM.#www A DOM•M ma ,M ear 1\1, fl 1r trt u�et1�M �� SPACITiG aoe silag _ a — 73 24' T 1 Mf '01 CHORD 2x4 SP 12 N POOVIDE UPLIFT CONNECTIONS AT 8EAAINGS AS 12,OICAlEO. 1991 98CJ 90- C,+m 2x4 SP P2 N UPLIF) RM: 470 470 MESS 2x4 SP 13 TRAS DESIO] � J NEO FGR100 WH WINO MOO Fl MEAN HEI QMT 'NIIR OEAO Law OF 6.00 PSF (RiM AND 3.00 PSF W7%. OEFLECI TOM CRJIERIA IS L1360 LIVE ANO L/240 TOTAL LOAD. ENCLOSEO,OR FULLY OPEN BUILDING. A R;G10 CEILING OR CONIINUM LATERAL BRACING AT 24' O.C. TWRZ SIMPSON 0A EQUAL UMPI MANGEA REQUIREMENTS AA. BE PAOPEPLY ATTACNEI) TO THE 807'T0)I CHORD. _ (+)"8t•OrllY (-)-W11ft _ -rJil, UPLlf7 rta --•-•- I --~-�-- r,ra NANOEN rrr� NS - -4551 Wacka Only) (-NUS26 " + 2751/ -12861 10d 101Y� MT5J2 ■ -10001 HUS26 ■ • 33181 -1560/ 166 1ply MTSJ2 20001+ 14Ch HNUS45 - + 42391 -16601 16d ?ply 141 T2110 - -37861 UCh 100+ WA S48 - + 51801 -20000 150 2P]Y 2411`700 - -4465012 Esc 11862 HOUS48 - . 66401 -2199. 106 as,lY YATSD - -46881 Por IY) ►iGUS48 - « 80001 -m01 Jho 2alr cs150 - -3630/�Eaan�p _ HGUS5.9-_+IJ3351_-3s43s 1_6d Silly REFEREACE-MOIME3 LUMBER OETAIL SHEET-FOR UPLIFT/i6NQER terAms !2' 12' ' 4x 5 p 1.5x3 .5x3 3x4(AU 4 01) Y. Ale. 3X7 --3X4 .24- 24' 4'24' Av-1227/ U-470# w■3"8 Rva1227f UA470! W-3'9 PAt -T T i_ ' p A T: p ,. 6 REV. 17juS :0!98; "mm/tmmm Atop M ug. voinu+ num eve 08/05/96 TC LL 30.0 PSF REF *IMPORTANT*I(eitou wp K aaoetac fa ma ARNING JM Mu,kva Mum ma �a,,, 1.0'WM4 rrwtar MM Tru a[aar a Tr m uecvtWW4 a nn Butm. at W"s at IN.ar TMe OE"m .�' U5 ''�.,� TC {)L 7.0 PSF ATE 08/05/96 ^ AWO TO eAM tK VAN Ir OOWNPO :UM arse W M. FOU ASO MUL meet/.AENu4MT a SSM M t11+a eor�sceda Ari woE of fao+►env.oTtA raEttw utM wurdaTt.wsu oua,�la: twrc.tea Ta .` �: BG Oi. 10-0 P5F A 4"a,a U1 UM AS ma.NKr 000M UU to DW FAU M D=SWA K LATOWAV 816m]MTV NgnJr, 0.0 PSF �E wu A'U'w,Lm o1`msw►awed a Tm ou1 rcoTm Lr amaa mimm sooDow sma,cmm ' lea8 8C LL Q4-0-D so"man Ise. Ju a tsar. ants um m= IT"ompmv asm"mm aeras--aur Ate OF �. TDT.LD, 47.0 PSF 0/A ►.EM. CO"M W&ftt nt MVWWA w No s ng.M DOWN*$ ural=MGM WUTL plum tW,nvrot U Kos Taq am"NK1t1 to"a O1Orerw oErano ow urrtu mouunam.twwgM.wr Or Twa c nt5 P•,• ".MAC. 1. 1 mm r 114 wt u 4/a1 t+l ut Ot►!M Un. OLee1M a tit tar tortnaeeoU. -�'T.T�++ +T�`.�� Sp _6 24.0" p COMN i : 7- T ►t t MFA I TDP CHORD 2X4 SP 12 N� PROVIDE UP6 FT CONIECTIONS AT BARINGS EAS INDICATED. 11991 9601 BOT CHORD 2x4 SP 12 A UPLIFT 0_e : 120 PLF WEBS 2x4 SP 13 BRG.LOC OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MPH 1(IXO 15.00 FI MEAN WASHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 3.00 PSF MCI DEFLECTION CRITERIA IS L/3g0 LIVE AND L/240 TOTAL LOAO, ENCLOSED OA FULLY OPEN GUILOING. AAUST68E CEILINGPROPERLR CORiIEDWTO 1LATERAL GRACoIIUS AT 24' O,C. ATYPICAL SIMPSON OR GO y (-1■FT/HANGER REOULAENENTS .-w..--....----------I-o l i fr�---- ALL PLATES ARE 1.4%3 EXCEPT AS NOTED. www UPLfFT www www HANGER ■ww -4W#(Jas Only) HU526 - c 2751 -IND 100 to M (Jacks S12 ■ -10001 HUS26 • + 33154 -tM# 16d 1ply ATS12 ■ -20001 Eae HKMB • + 4299 -166Oi 100 2p 1y NT1288 -37B6O EscA (]0d Htd1S48 ■ + 51800 -20001 60 2ply NT728B • -44330 2 Esc l (16d) HGUSAB ■ + 66401 -21991 00 2ply CS150 ■ - 664 pch�ply) HGUS48 + 0=1 -26501 15d My _ HGUS5.50 +113350 -39450 164 3p IV REFEREKCE HMAS LUMBER DETAIL SHEET FOR DETAILS 13' 13' --- 4X4 12 ., 5 p r a 3X4(Al) 4 Uul 8, 3X4 3X4 Rv-12230 U-5100 M-3'8 R}284 p•11 11.3' RT TY' GN A T■ T TA ■ V 7 T arse twaswn Mooiwaa vw. tKwn fsaa�s actwtrc euia 02/. /97 TC LL 30.0 PSF F �MfPORT/WT �.wa fs wu.«.tae ra,wr ARMING fw wwXfwf, naersar fro t►,l, r�(` aeaa�a►aa nws aeww a Awr erauwyen� Man wcoo.cmc�ac-n a�M.cec�►a ml: .�`'y6 ''�. TC DL 7.0 3�SF 8ATE 02/Q6/97 O Mans�oWX ult wa aF coca Amar.Ano.w<t M MM aofasusa.Vada anawaa IMMUM W 8C OL 10.0 PSF A40 M a OmD►r M mm.wfty cmw= q w furs ries w rico awRLm Lanwmv auaca mm mfem , a+uM•wowaw snrurrac Lao�a.«r mss ata:w aan2a rr,.�waMua •cau�aw.awM= ; • 8C LL 0.0 p JB£ • acrdcmft Pa ouwa m w a faea-r.sawarmoom u=fpwfa r•+rrraxao masa mass in s TOT. 47.0 PSr 0 A LEN. '25-0-0 a�woftx+ae mono"v Awlr*of.m a 0*390" $Amw 11com w"m plum rM norr>f ATft OF ♦, . WL M.naa 0ursse+fftW n 04 esawOM atrtdfa 00M aN:7ataW A ars aF twa t•.• FAC. 1.33 + aR wo wrL<los a 1eL craw an Otho M►1r. ofa171 K- '4. .M ! A ■ r-•wf..r,Rr r...r MN..x•r .r•r- w1.wt.!wn e.arw r..�rnrottnr�Nr r.n,...,••+s..•.nv ��1�.••.•�N� SPACING 24.0 YV(>F S `+ 'r T4 Imm Campulm ImpulBy TRAS WA ra �IORO 2x4 SP 12 NN t2 2x1 S' M1 N: AVVIOE UPLIFT CO3A3MECTIONS AT BEARINGS AS INDICATED. 1091 S8C) 03' 3:HOR0 2X4 SP 02 N UPLIFT ILL: 430 440 200 WESS 2x4 SP 13 ORG.LOC T : 0.00 20.75 25.71 TRUES DESIGNED FCR 100 MPH WIND 15.00 FT MEAN NEIGMT I WITH DEAD LOAD Of 5.00 PSF (TtA ANO 5.00 PSF (=TiW. OE=LECI ION CRTTERIA IS L/Uo LIVE AND L/240 TOTAL LOAD. EJJCLOSBO OR FULLY OPEN BUILDING. TWtS TRUSS MAY NAl BE LOCATED NITMUY A 8.50' END TOME FROM EDGE OF THE ROOF. A RIGID CEILING OR CD)TTIAtW LATERAL ORACft Al 24' O.C. _________________. .._..___.•_-__-..--.-»___�_Y.__�_»._•_ y;8;r BE PROPERLY ATTACHED TO THE 6OT76M CHORD. TYPICAL SIJ 1! OR EOUAL UPLIFT/HANGER REOUIREMEnS 11+1•Orar ity l-J�Lq 111 t SHIM ALL S60MTS TO SOLID BEARING. -•----;��•--••----------'-'----------•--'---•---"-»~-�-•--•- UPLIFT AN4 awn MA+)GER 4a11 H5 - -455/(.)acx4 Onlyl Musa " + 27511128E) i00 tp)Y) MTS12 - -)0001 HUS28 - + 33151 •1'530f 160 to V) MT312 - -2000►J�kf Este► HHUS46 - + 42991 -16601116d sod 2ply) MT1288 ■ -3786) EscA� {10di HHUS40 • ► 51001 -20001Ad 2p111 MT7288 - -40UEAell 1{1601 NGUS46 • • 66401 -2i12110d 2ply MSTSO ■ -46861 p1y) NOUS48 " t 80001 -26SOAJ60 � CS150 • -16501 MGM.5s +1133'31 •39471 3p1y REFERENCE HOLMES LUMBER OETAIL SHEET FOR UPLIFI/HANSFA DETAILS 13' 13' AX5 i.sJt3 12 .5X3 5 J 6 3X4 4X5 a _3X4(Al) !0 ej 3 C�,e'?� 4(Al) 8. _61X_12 12 1. 4 20.9. 5.3" !7'8"8 3'0'84 S'3' 26' RY■107831 U■4304 W■3'8 AVw12814 U■440# W■3' Av■2834 0-2004 W■3"8 TA � T6 0 � P Y — - R ■0 ruswe evabons •usm IN. Iftm awa/"TuK CA4c 08/05/96 TC Ll. 30.0 PSJDATE IMPOATANT*MarwL NOY M u4raalut ra ar ARN]NG a wwo►uK erocrlaw ANO „CptATTar PMN T1t4 Kmr a Tate VtCV1C0J6vJ. M ON aAAtirt.at1 rani AT M.att nes aawr ,�``�g ''•, TC DL 7.0 PS08/05/96 raa 09 It was TIC UM w NWOOd WIN CTM w n1. M AMt6WA MIA ft*” rT SKWM At SAUa►s Wu0W t Art wot 0 teal MY.4Tau MUSS AtTN WIPO WIL wa4 oTrsa4ta WOMMIL TOP BC OL 10.0 PSOut 1114 Oxer?At OW. OftY Chr Wft Ts OW VAU W CHM OftL K U10MLY aa3uo in"mwouta Ao v"m o a mm u9sm a Tru oe>uo4 Paul= LY ATTAd1eo Knoao numm son"cwAo06os 8C LL ��0 PS0E0 eenaurcn Pa Omura w WL in a ow-'r. otsis+aA omm um r wmv A law A"awAt»me TAY!of TOT.LO. 47.0 SLEK. 26-0-0 CPMW MMUCUu P1wniM4 O 4r M t TM.AN srso4a n ^pw 1064 L%mTc a,"^" rut rrortAMIL a I""oaArgl AYPLTu T4 YK awpow owwao AOTt o4rtAtt)ratleAstoY,+1a'Mnl�i tor.ar sN14 dasD Q�,= OUR.FAC. 1.Yao K wd 00 u AhY 4aaw rAr. 444 ro Y1!t4,u4 cAceuer ee.Taera. �+ .• SCIS ''��, ..••�' SPACING 24.0' I _ T — ' CNN ABC l"Is Owa, EBUP ON Commigs 1141 A T TDA C i 3 214 SP /1 N g 20 SP 12 N PROVIDE 11P1TFT CONNECT10N4 Al OEARINOS AS IN0ICATEO. 1981 SBC! ECT C>q80 2A4 SP 12 M ;gt 204 SP /1 Dons: UPLIFT {LBt. 430 440 200 1 WEDS �, 2X4 02 PlL4LS 9cFI�1IONED fOR010O�WINNDj 15.00 FT MEAN HEIGHT WITH OEAO LOAD OF 5.00 PSF (rap MO 3.00 PSF 10ONW . DEFLECTION CAITEAIA IS L/360 LIVE AND L/240 T01AL LOAD. ENOL SED OR0. FULLh0 PE*ZOW WILDDIEN06E OFIS1 TRUSSHE MAY N01 06 LOCATED 111"A utGM CEILING OA CONTINUOUS LATERAL BRACING AT 24' O.C. MUST 3E PROPERLY AT'TACHM f0 THE BOTTOW CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER AEPUIRElIEM S SKY ALL SUPPORTS TO SOLID BEARING. _ _-1+)�lk'avltT 1-1�t101-- p 1AA UPLIFT-MMM --------- :3 ■id--------� NS .45511Jacka Only] MUSH - + 21311 -1286! 10d I TVI MTS12 -10001 HUS26 - t 33191 -111501 IN falx MTSl2 - -200011; Eac NA)S46 - • A29OF -16601 10d 20IY MT1280 - -37961 Each i0a I FaWS48 ■ a 51801 -20001 160 2DIY MlT285 - -44551 Faeh iod�1III NOUS48 - r 66401 -2198! led 2027 i CSi50 - -1B�5011 40)I Y) I HH6U656- 4113360 5 -39AW SE 32AAlj AEFEAENCE HOLMES LUMER DETAIL SMEEI FOR UPLIFT/NANGFA DETAILS 13' 13' 5X7 12 1.5X3 a 1.5x3 a' a rc► 5X4 3X5(Al) a 1'1.14 4(ATI J- 3 B. 0 3 5X14 12 t. � ff • 20'9" 5'3" —81348 0*8-4L-5 11 26' 1 Rv-1055! U-4301+ w-3"8 AV-14020 U-4401 N-3' AV-1840 U-200/ W-3"B PAG �g T EYP - N RTP ■ A - R U ' 84137 wt.4 anirm mmewa. PC MOOS AftVMt t1T11n CARE 08/05/96 TC LL 30.0 PSF REF 7 XIMPQRTANUM awu w K l muou m AIM ARNING w micame. ow to *a ,,,,►„ KVIAIM now ma oases a W"wesrsanamo, 1A w /=w, w wa4s ar us.*a iMs onum .� Uq ''•., TC DL 7.0 PSF ATE 08/05/96 FLWK 14 w"na aws w=saw u Alf"GOT"a M. ran mut2ow vasa nw mva Wort At J . ALAM sa.«ma w pim v=64"m sim mom aW "poem.w""onavw Xwamm TV .11-d BC OL 10.0 PSF AWG O AUA 10 a 0CM AS rArto. AFFLv oawettaa M tux#AM W afto;YMA►M tATW"V auto riiM M WO 1401 w was eammu uuno a nut loses vamsa Lv mme rav"m SHL401Aq W""coo _ • � BC LC -2 PSF .lBE • Ivo res oA MU ut. set•UK-r.MM srAMAAao MM FMCOMM ATIMAD Amit CE1Aw1--11t = rATE a TOT.LO. 47'.0 P /A 1.EN. 26-0_0 MMM WWft A4A VWMIaM W AOA s 01.AA Ert7Mta'a AA M 11 MICAL Won VIIM TOA NMitA � _ sc1 "nu arAAalA ar►10»ns P0 00 eaatre MMtE aMYALI AfticArsa. P AUM A ties+•IF no a� o•�: UUR.F AC. I:33 1 AAe 7101 A1t/Aa IA IA►f11A NOV. gANw>0 Td om tammm tM. y��q ,',��` SPACING 24.0- SCIR J.,) _ l ! it fflON COMPUTER IMPUT171EOr F (C' CHM 2A4 SP t2 N PROVIQE 1FT COM ECr10NS AT BEARINGS AS IND M1106. (1991 Sec) OCT ";10 2x4 SP Al N :e2 2x4 SP f1 Oenss: UPLIF 500 300 � , SP 13 TRUSS DESIGNED FOR0100 NPH1gIND 19.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOPI ANO 5.00 PSf MOORW . 'QE]ICTED HORIZONTAL 110VeW1Tr 1$ 0.42' DUE 10 LIVE LOAO ENCLOSED OA FULLY OPEN SUILOIWG. THIS TRUSS MAY NOT BE LOCATED AW 0.23' OUE TO OEAD LOAD AT X SUPPORT. . WITHIN A 0.50' END ZONE FROM EOOE OF THE ROOF. PFEo.c7EO VERriCAI OEFLECrION 15 0.69' DUE TO LIVE LOAD TYPICAL SINPSIr OR EQUAL UPLIFTMANGER REM REQUIENTS JAW0.37' OUE TO DEAD LOAO A7 x` l7-08-0G. . _ )-VevLly 1-)■Wll It OEFLECTIOH CRITERIA 13 L/350 L.IYE AND L/240 TOTAL LOAO. __-.--srs UPLIFT MMN--�� Ong NANGM Air --.-. 11'3 ■ -45511( 4011 OAIV) MUS26 - + 27511 -12861 10d 1Rly A iL P1GZ0 CEMM CA CONTINUOUS LATERAL BRACIMG AT 24. O.C. MYS12 - -10000 M026 - + 3315; -L' 0 16d 301Y musT aE PROPERLY ATTACHED TO THE 60TrON CHORD. NTS12 - -20000 Ee HHUSAS - ► .42991 -16601 lad ly MT7288 - -3788LI2 EeCA {100 HMU348 • 5180! -20001 1E0 2DIY MT7288 -44551 Escn 1 HGU84B - + 65400 -21991 100 201V 14ST6o - -46861 r 2p y1 WOUS48 - + 60001 -26500 160 201V CS150 ` -16501 ch) _ _HOUS4.5- ►11335# -32450115d 3ply REFERENCE HOLMES LUMBER-DETAIL SHEET FOR UPLJf7/HANGER DETAILS �--- 13' i 6X7 12 3.5X3 .5X3 T 1.5X3 .5X3 in 8X14 3X7(A/) 71A 1) L73- 8. 3 ex 14 12 26' 8'348 913" --� 8'3"8 26' Rvw1329 U-5003' M-3"8 Rv■1321f.U*500/ M-3"8 TAG -TT A A . = P R V 0827 T APIA 10040M Mmuers ae: immu s a"m 4001K we 08/05/§6 TC LL 30.0 MF RLF +1IMP(PTANTIM APs a fwraAAtsu rrR Aur ARMING IN N1N0u►A aasnN me ►ufr oersAsla,bH.as APAP se rH1As a�eeuu�sser6 a Ass ssAtW. let HTa-#)to Wt. set aw cesf#s .�'' ''•.,� TC OL .0 PSF OAT 08/OS/9S rA%M m such as tAYia N► 1,1111 sass a•sn. Yoa MUtICNAL NUM MWMW IWMS At 3 . ae� Av»wwerw AN Imc sr USA MM PM ruffs#Asa eurrsAt 111.VAIM 6tMMMC IroMIM wBC DL 10.0 PSf"a 4316 owl a,mm.ufty cmaisam is am HC(w am WAL a L&MUL.r 1n M Saw rA m TOWNS AN�#*OMIN Loused to ISO QUM r MLM LY ATTAOW rarraao MWMM 4anw DON1 '1'3� = BC LL 0.0 PSF .19E almatow.1►►oAAfrwaa sss APs s fAAi-r,auiw sueAw attH fnsra�r ATIAa+a Auw erfLsre--as »Ase TOl.LD. 47.0.PSF 0/A M. 26-0-0 �Y/�ttmx worfuma r im a M.As walla 's AP1M TA waft uaAst Tpfng ya rr m" '� 0 aa,a rAn 040""mug,so an q1l om saw"%cm WAW L•Arnlrufmc ftww a carr or nus OA1 t .c 0M•FAC. 1.33 pf 11 A 1M1�IV K aG►=Awr COWR MW. onto N SAM Pears"LrNrALm �� J; '� JL` �O,► „��' SPACING 24.0 _ T I OYIOE UPLIFTC4WANECTI&S- A? BEARINGS AS INDICATED. f199i S90L'pLIFT �Lg� sieo ago 3 Complete Trusses Required 946. a IF11' & 1 26 71N 1 16.Oa F1 MEAN HEIM t..'�NN DEAD LOAD OF5.0000 W TOP AND 6.00 PIF (BOirW1I . EA�OSED OR FULLV Opp+ 6111E ING. TOP CHOW 2x4 SP f2 N ._.~r_--_. M ~ -------- 607 CHOAO 2x4 SP 02 N :62 2AS SP 12 TYPICAL 9IMPSM OR EQUAL UKIFIMANGFR REOUIWIENTS N£BS 2x4 SP a3 _N_l.Grevit, 1-f'aU01ift ----~Kilt tIPLIF7-rerl -_—_-~.-�--~NNN HANIDER NNe ---- --- MAILING SCHEDULE: IO.l?tx3.0j_Aal lal HS - -45UJJ&cxa OnlYl I HUS2b - + 27611 -12981 loo 101Y TOP CH18011 0 16 O.C. M7512 - -10000 1 HU526 - # 3315f -MO# led IP1, ORD:60] CHORO: I AN 1 16. O.e. MTT22 - ' f Each 006 H141S48 - i'51600 -20000 i5d 201j REPEAT NAILIHO AS EACH,LAYEA IS APPLIED. WE EQUAL SPACING !?T28B . .. ))) t{ 4rf26B - -•44961 Each rd HOUS40 - 466,x1 -21990 10d 2201, BETWEEN P1OWS AND STAGGER NAILS IN EACH P0H TO AVOID SPLIT]INQ. a1SO - -1-65500 1!O?l ! „OMB5- MaW OOOf 3�y 18d 3p1 PREOIC]EO NOAIZONTAL MOVEMENT 1S 0.46' DUE 10 LIY£ LOAD AHO O.S7' GM 70 DEAD LOAO Al ONE SUPAORT. REfER� HOLMES LU11EiEA DETAIL SHEET FOR UPLIFi/HAAtiFA-DETAILS PAEOICTED YERT'ICAL OEFLECTIOIT IS 0.85' DUE TO LIVE LOAD A RIGID CEILIMG OR TACHE 709 LATERAL BRACING Al 24' O.C. ANO 0.29' DUE TO DEAD LOAD AT x - 14-09-13. !�T D£ PROPERLY ATTACHED ]a THE BO]TOst CHORD. OEFLEC71ON CAITEAIA 13 L/390 LIVE AND L/240 IOTAL LOAD. f1 HIP OESIGWO TO SUPPORT 07-00-00 JACKS U1134 NO NESS. �------- .7' 12' 7' --+I 5X6 U7 3X48 -�- iZ T 5 J i.• .5x3 1.523 3X4 ext0 P rn 3X61A 11 1 o< 6(Ail rn 1�.6. 3 sxiO 12 ' 26' � 7'4.8 11'3' 7'4-8 26' 7' i2' 7' qv■26531 U-98DI N-31 AY■25831 4J-980# N-3*8 7 SE A B P I �fP' rY ■ ,f a R INI ewlNan" news, loc. Tllmu wAwrPt"Atac ew 00/05/96 TC LL 30.0 PSF AEF e IMPOATANT11*eN1G w 4c norms Aa un ARNING u Nimmi. mcTTat AAa ,T,T111 TC DL ?.0 PSF OATS 08!05/96 "W101W FIM tNTe IUW4/A*=MWXArI 4 N 410 OWOO. ou mass ar t►t. III?NU MUN .� ''�. f"VAE roatn0 04 TANY P UWUPAIN NITN Woo ar IPI.. PN AMMAL!Mafia POWWO WWV4 Ne 8C DL X0.0 PSF RNC, O A1/TAe eaaatw AAi wme• nfA awr,area Pt4tMo A1tN oulllmleeTs.I11ALt1 eT►1CJNr14t 1loteue0, UP .� AUe 41/OMI Af N01l0. APFIT Co1UCTW to rAOi PAM or Do*gM le AAa1MLar V"W aTr MOMO Ae Ap w E7/atNtARee LoutEO ar t1Na oEstw IOtIT10r .r AnAo�c PLYNa4a wuswr arTaA Txale 5000 BC LL 0.0 PSF CINMI Ns P111 a11rrUM A]A. 110 1 r11A-P,OESIN ITA M001 1RN10000 LY XIIADU Piano E UPS --M ATt Ot clap"ww UwftI PPa Mave w an r in. w amxars wto 10 44M WMAT1 010" rat owes TOT.LL.D. 47.0'PSF 0 A LEN. 26-0-0 , No.w WTI aw"a Ortho To 04 awaar otPOCTAe Pw ORt1YL-A�Pa10A1TOM.PUw1s1 A.GM o1 3 p OM,i An qua No aE Mirth to Albr oflda MM OEti TOM /NG[tTar 'li� ,�,�.� SPACINI6 see above Son ' HIP AT 9'S8 MIS ONG. ORPOAAFn1 M 7T R IC-' C•`10110 2x4 SP 02 At PAOVIOE fT CONNECTIONS A7 BEARINGS AS INDICATED. 11995 SBCI Orr pipNO 2c4 SP rl N :62 2'+ SP 12 N: UPLIFT '310 510 WEBS 2x4 SP t3 BRG.LOC 0.00 25.71 TRUSS DESIGNED FOR 100 NPH 111N0 10.00 F7 MEAN 14EIGM WITH DEAD LOAD OF 9.00 PSF (TOPS ANO 5.00 PSf I6OTTDN) , PpGC1CTE0 HORIZONTAL MovEWY IS 0.43' WE 10 LIVE LOAD ENCLOSED CA FULLY OPEN BUILDING. THIS 1it11S5 MAY 1407 BE LOCAIEO AYG C.23' OUE TO DEM LOAD AT ONE SUPPORT. . mrMI t A 6.50' END ZONE FROM EDGE OF THE ROOF. PQ OIC7EO VERTICAL DEFLECTION IS 0.71' DUE TO LIME L040 IYPICAL StUPSON OR EQUAL UPLIFIAMNGER REOUtAEMENTS AM) 0.38" OM TO OEAO ICAO Al X • 13-00-00. (+l'OrevlLY 1-1•UDlitt DEFLECTION CRITERIA IS L/360 LIVE ANO L/240 T07AL LOAD. - --..sNN UPLIFT NNN�-�-- --��- HS -4550 Uacks Only) MUS26 ■ + 275/.# -12561 10d lP1Y A FIGIO CEILING OA tINU00S LATERAL BRACING AT 24" O.C. MTS12 -WOOF KA26 - + 33JS# -1990# 16d lDIT vuSr BE PAMRLY ATPACMFO 70 IME BOTTOM CHORD. MTS12 -20001LF214E eCr HHUS48 - ► 4299! -16801 lOd 2011 Mt1288 • -37561ecn lod HHU346 ■ 51801 -20001 S6d 2ol M112M -44+5$1st4 1160Hu" - + 8640# - 991 1lOd 2p3YMS780 • -1668! 2,111 XGUSe8 - + 6000E -26901 15d 201y850# ¢AI HGU65.5- +11331 -39�t31 16d 3011 NEFERENCE HOIflES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS r 9' 8' 9' ----++ gX7 7 T 12 T .r 5 p 1.5 .5X3 6X6 v 3X7 EAU � X7 EA i) . 3 6xs • 12 26' 8'3'8 26' Rv--13210 U•5100 9*346 AV-1321f U-5104! w-3'8 TA --728 QTY - DESIGN aTP •� A REV. !AE 2 6 KIMP0ATAM a u wor m&vPROWa 1w�v ARN1Nc w wise"am Aftog wmiaa m cift ae 1 1 ss rc LL 9n.0 PSF 11,v VUIINN rains 7su acus a ossa tlrewRATt�a aN am I wave.se M-%Yr ors. se THis sella+ .+`'+�� ''� TC OL 7.0 P8F 08/05/86 AU E 14 MMI IM bNN g100►pWO XWM ME W61!V TN. FM AOMMAL R(UL rtti MDO W0942 IN M cowE w Asti MASE M ala SAW.ova�IEITM Aero kwoms.&Mesta s7N sr"I Masa7E0. Ts► 6C OL 10.0 PSF Me IN•UWW A/rMee. irAlr CPWCTMia 11&UK FAM V 4 MrO OW"ec LA INW&WAD Ulm Naha - .• AAI NO W""O1r =UC UU7e0 CN TM MWft P MWJM Lr MUDU PLVIAN M+E URIA e0r1r t7�or0 01'. LL 0. PSR JSE ofKaw ra Mwsims 0% is 4 am-r.aauN sTU MOI um poovkr A"am Nut•ay.WI -su 1Mg OF Tfl.S.LO. 47.0 PSF A LEN. 26-0-0 vrrr►urac rnamu a r ope s Tis. M 6MINaIN's wsK�mwa t 01tm rM Mwo f to w'"a wwwa MftM T•ea aaovar ftpx co raw dniv4A A•ftsolift.ftva rt A u+r ar 1114 -,, afu Q•,' 01,Jq.QAC. A.33 MMI, aq NNNL4er s Ulla WIN 9%IM OWN raV. MANN 4w pI011aN 0anrwcraN. , +� ►• 1 '' �` SPACING 24.0' SPEC rt3r-!.'15 "' r - = T ' H P A Y FR y> 04040 2x4 SP sap PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS I�IOICATEO. (will 88d 3 T CHOAD 2X4 SP 01 N :62 2214 Sp !2 UPL If T (LB : 900 500 wEBS 2m SP r3 BRS.LOC •(911• 0.00 25.71 TRUSS DESIGNED FOR 100 NPH MIND 15.00 F1 MEAN HEIGHT WITH DEAD LOAD OF 0.00 PSF (TOPI A-445.00 PSF (BOTEW ICTEO HORIZONTAL MOVEME►1T IS 0.41' DUE TO LIVE LOADENCLOSED OR FULLYOPEN MALOINO. THIS 7AUSS WAY NOT BEL(CAIEO AM0.22' DUE 10 DEAD LOAD AT ONE SLOPOR7. MITHIH A 8.60' ENO ZONE FAOM EDGE OF 1HE ROOF. -------------------------------•----------------�------------- DEFLEC110N CRITEAIA IS L/380 LIVE ANO L/24o TOTAL LOAD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIPAWNTS A K613 CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------_ _ _(0-GravitY 1-1_-U0111t _-----N_- Mt)57 BE PROFERLY ATTACHED TO THE BOTTOM CHORD. MRS UPLIFT SON - SSS HANGER US H5 - -4559 Weeks Only) MS26 ■ * 27510 -128501104 1p 171 MIS12 - -10001 HUS26 - * 33139 -19501 Ifed 1D)T MTSi2 - -20001 2 En HHUB48 - * 92999 -1880/ 104 2p1Y 14TT288 -3786. 2 Ee (10C) HHUS48 - • 91801 -20009 160 ply IW288 - -4455112 Eeth 16 HOUS49 - + 85409 -11499 l0a bly MST 60 - -4888. Per 201YJ NGUS40 - + EOOO/ -WSW 16d 2ply CS150 • -15569 Each) HGUS5.5■ #113350 -38459 16d 3p1Y) REFERENCE HOLMES LUMBER DETAIL SHEET FOA UPJ-IFI/HANGER DETAILS 4' 6X7 7 T .5X3 5 1.5x4 .5x4p v 15x14 3"(Al) N x7 JAI) 3 5X 14 12 26' 8'3"6 9'5'' 8'3"8 �--I 26' Rv-1321# U4006 W-3"6 AV-1321# U-5001 W-3'8 JA7 QTY -A r R A 7 84 ALPINE EPa1NC O'pmvc9A. IAC. 1AVSSb AcaOtP9 rx1(909 CARL OB/05/96 TC LL 30.0 PSF REF A )tit IMPORT ANT t1 N sHA L Ao1 at AE NWISLI POI.AwT ARNING tot omLifts. ametmw PAa 111111, ,, oevf,%n +PROM?at$caslaw on bm lPEC7r cavtwm. ON Awl Immems. m Ht"I It TP1. TEE Ins U140w .1 Ug ��,, TC OL 7.0 PSF DATE 08/05/.%L- 0',fA=PC SO WA*bQ TANSA IR IS,RIOA h=1121w NUB M/TPl. F44 043.110HAL SKGTM PTNOALM AMCIM A( - _ O Aulsr eaMeemro AAs MADE a saw sALr. aTsid rsellRs ASD. sussOwsNle.uKsss esyuMlAc uateAlsa 1a. BC OL 10.0 P5F WG AME EA•EACTr( 11 SWIG. AP1Lr t70Niri1(PO m EACH rAEE SP 0=0(NI6L eE%X%M"EpACEO SITw PPOP(11 MAN Aso sPlusO Oftn K LQU1E0 aN TMs 0601" POel1uN LY ATIACSEO PtTMa00(1lAUND& WIM CHM • 3606 - 9C LL 0.0 PSF JOE COMf�C1ON sN O(WINOE U06 10 M ISOA-r. 12610%PROAws VITA IMMILV A(140t0 A1�10 calf m--an sTAK M TOT.LD. 47.0 PSF OlA LEI�J: 26-0-0 COIoom WWKWMA 8WIS300 N 10A(TM. AN twift"" Awm f&cwjvL YPDA» 11'rim" fOR"amp - oPtO •,• MAL ON TWA OwA m APPIIE?Te/1�'t7otraAtNt OViCIAO I1cat' ePNrAti APILtchou T. rows"A CMT Of h.lA •:�• a. OUA.OAC. 1,33 I IPr aPt 0 MOf AE,E<tb vPAH IN//IT gown MAr. s(sl b Twt.Tpu14 tfl! COMIIIACTOA. i r�1r N[�1.1` .. T SPACING 24.0 T SPEC T v TOP CHORD ex 4 SP 02 N- PROVIDE UPLIFT CONNECTIONS A BEARINGS AS INDICATED. 199f SGd BOT CHORD 2x5 SP 02 UPLIFT (LGJ: 920 920 WEBS 2x4 SP #3 GRG.LOC tFT : 0.00 5.37 TRUSS DESIGNED FOR 100 MPH MIND 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 2.00 PSF tTOP1 AND 1.00 PSF (80TTOMl . DEFLECTION CR17EAIA IS L/360 LIVE ANO L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS GIRDER DESIGNED TO CARRY 02-00-00 FRAMING TC/BC SPLIT TYPICAL SIMPSON OR EQUAL UPLIFI/HANGER REQUIREMENTS FROM ONE SLOE AND 26-00-00 TRUSSES FRAMING TO BOTTOM CHORD (4)-Gravity I-)-Uplift FROMOTHER SIDE. -----------------------------. ------------------------------- Nor* UPLIFT NUN wo HANGER aNN A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. HS ■ -4550(Jack* Only) HUS26 - + 27311 -1286/110d Ip)y) MUST BE PROPERLY ATTACHED TO THE 80TTOM CHORD. NTS12 - -1000# HUS26 - + 33151 -15500(16d IpIy]) NTS12 -2000/ 2 Esch) HHUS48 - + 4299# -16601 10d 2ply) HTT280 - -3786/ 2 Eech �10d1 HHUS46 - + 51600 -20000116d ISO 2ply MT7289 -44531 Each 16d)) HGUS48 + 6640# -2t9911Od 2ply) MS160 -4688/ Per 2ply) HGUS48 4 8000# -26'JO# !6d 201y) CS15O - -16501 Each) HGUS5.5■ +113351 -3915# 301Y) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 2110' 2'10' 12 5 p ' v v t0 r0 K4(A 4) T f 217 a Rv■l 920! M-3'B Rv-SB45# U-9200 W■3'8 SED 8482 PAT YP2- P 1�t SIGNCRITTPI■ Y T �■ V 7 .3591 r00asra NrOur Exa°'E u� 02/ /97. TC LL 30.0 PSF REF (� NIMPORTAN7M1f GO"w0/rE At" ut,U raN rwr AflN�PiG sU wwoix�e► cPJnWe tl0 r .rrr �� A��G oevnusmi r•a. 0 oo: an oeac vav�eArioa a sn wee ,in wwor AV ur1.ur rNu acucw .• �,,� TC DL 7.0 PSF ATE 02/06/97 r►tt1� m MKUA tit ft t{ 91 m10 WAX 11M OWN 4r M. PON MR12WAL WWJ&aawwll (MAIN MA ; � •. \\\V� MAW 00949raa AM wa v WA ut v.am mWJW iurN euuoan.Lftm stwr:u w01"Ida Ta BC OL 10.0 PSF AWG A441 ON 4 WWI"WW- MY OowECtOAa 10•SWI FACL K 011m Pti ob � �Ot• '� JUNa-w0.w,w ttmwm immo,a rim".0"m POUT= a.AtratNla.ttlP+roO'aivor+rOR 00neN ooww = ,U 8C.LL _b 1fSF, Too. . k Ael, pa Mum 13a Au8s.wars.oum WAMON.Imme4trPob wWwwo now aruw.-.Nr" �p�•Qi C � tOT.LD. =47.0 •PSF A LEN. 5—B-0 aorraw Y/JPPLVOAI MUOMJU PM V WS a M.AN amun ►1, APPS 1NANNUM.wPQA7!p/rnru•POR MNUtUf + - r•• sw dM Aw wwwo AMID Te»ie eOUeNiNr oe•se'ri0 at>4i aslrAli�•R1G1Jp1.•wrtsk A CO•r a 1Nta S �� Q•.� QUR.FAC.. •1 .39• M a�•.r Are pUnL ror K SIM aPON mr 0uur val m W no In"araror W m I 7� ��• _� ! ��. ��.�• SPACING see above YPE ' COMM J-104 M P T TOP CHORD 2x4 9P I2 H PROVIDE UPLIFT COMWECTIONS A7 BEARINGS AS INDiCATEO. 1991 SBq BOT CHORD 2X4 SP /2 N UPLIFT (LB]]: 120 PLF WEBS 2X4 SP 13 BRG.LOC (ffl• OVER CONTINUOUS SUPPOR7 TRUSS DESIGNED FOR t00 MPH IMO 15.00 FT MEAN HEI WITH DEAD LOAD OF 5.00 PSF TOP# AND 5.00 PSF (BOTTOM]. A RIGID CEILING OR CONIINUDUS LATERAL 1RACING AT 24' O.C. ENCLOSEO OR FULLY OPEN BUIL INS. MUST BE PROPERLY ATTACHED TO THE BOLTON CHORD. --------------------------~---^--^-~-------------~----'~'-- TYPICAL SIMPSON OR EQUAL, UPLIFT/HANGER REQUIMM073 THIS GABLE END WILL SUPPORT 1]P TO 1'0' OVERHANG ALONG THE TOP _ N1-Grsvily i-)-Uplift _ CHORD. REFER TO DRAWING 61-OO L GE-002. OR 876,719 FOR STUD ------ ---- _----- -• ----------- -- -~---^--~- VERTICALS AND BRACING DETAILS. GABLE ENO HAS BEEN DESIGNED TO N** UPLIFT Mss Illlr MANGER N** TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING H5 - -45M(jacks only) � HUS26 - + 27614 -12851 10d II HR DIAPAGMS. CONNECTION ANO DESIGN OF THESE SYSTEMS ARE THE NTS12 - -1000# HIMM ■ + 33151 -15501 160 !ply RESPONSIBILI7Y OF THE BUILDING DESIGNER. 71415 TRUSS WILL ALSO MTS12 -2000/ 2 Each HHUS48 ■ + 4299# -16504 10d 2p SUPPORT 2'0' TOP/BOTTDM SPLIT ROOF LOAD ON ONE SIDE. MTT28B -3786# 2 Each ISOd)� HHU545 + 31601 -2`D00/ i6d 2p1Y� MTT260 -44551 2 Eac i6d!! HGUS48 - a 86401 -2.1991 10d ?A!Y THE BUILDING DESIGNER I9 RESPONSIBLE FOR THE GABLE SMEAR WALL MST80 ■ -48861 Per 20y) NBUS49 - I a0001 -2650/ I6d 2oly DESIGN. CEILING AND ROOF SWATHING DIAPHRAGM COMECTIONS, AND CSISO �_-1660# Each) _ HGUS5.5- +113361 -39451 Idd 3plYl ALL TRUSS TO WALL CONNECTIONS. -- REFERENCE-HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: FOR VERTICALS LESS THAN A'O': 1.5X3 ALPINE, 13 WOODLOC. ALL PLATES ARE 1.5113 EXCEPT AS NOTED. FOR VERTICALS GREATER THAN 4'0': 2X4 ALPINE, 23 WODDLOC. 2'10' 2'10" 12 v 5 Com. a io to -is1 1.4■ 9'8' _ - i 114' R-129 plt N-5'8" PA P -TT — P N CRIT-Vt OTYT V CA 9 t �aPcae awtMceww re11111m. ne. 111X111 1EaWPt ell+wrNa 4"1X11 TC LL 30.0 PSF 1tEF LMPOATANT111M,r wor Aa roFors:su Rm tYr WARNING IN 11ML11q eaeoreoN wo 02/06/97 �n TC DL 7.0 PSF GATE 02/06/97 \v1 [940 .*ta rlar uiu aeacaN an Trac arecueanaa a wr 1n.oun.lel r�e-os a Tri.ue Twe1 enso�. .��`v3 ��'. n uve io sono TIME T1s IN a wwo0 g mm deTH a Tn. rise tootna�tt wcrw 1ummmi wilevie ac - O\\\`Vn 4 ea�,toetaos ya rto:a� s v v. arae Nrntra.uTr 1rx�s +ruts o+rs�nslr TNo:eula. Tor + 8C DL O.O PSF OR1+IG . ew asoert Ae IIOTra.IPRt CollaeToae m Etat Flet Or e1oAa N11�ts.aJ L71TeIWaY•amato Y2TY rlaP01 •�00 -*Aro• tourao aY up-armmit ra�in" ar.JTfagi>aA11ta00a OiurNsliA gains cmwd ? � _ SC•LL -00�-0 PSE �neer M Fat SM%U u.sTq Aar•now.O"M sTFwaia1f. x;rKww+rntr,tTTAaraa ssas-•e,eusra r-ars• 7E►0R .LD47 O�P 0 A LEN."Lovrrauuta VNIMNO 'eP lot A TPJ.ar sATalaaw••a sure•Aann�a.•isa.Ta UH/ag Fee=N ss THn au tr1 Baa ro no eaesorwrt Iow a rut aw a% YFWWTmY.Room a elrr•er nw = oAso Q�:- OUR.FAC. 1 .33 IN.r..FNS,... ...+.r....,nsti,.. . .tea.wrtnn►. rtsteaasriet�.eatlewT �rCa7r twietIo.. '��hryyyT��t`�`',� PACING 24.0' GAEL JODO (7-03§11 2-104 1 NCOMN P T ANI HM TOP CHORD 2x4 SP 92 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 9801 BOf CNH 2X4 Sp SP #3 N UPLIFT (FI): 0 00 5.37 TRUSS DESIGNED FOR 100 MPH WINO 15.00 FT MEAN HEIGHT OEFLECTION CRITERIA IS L/360 LIVE AND x./240 TOTAL LOAD. EN_C_LOTH SED OR FULLLYY D OF OPEN BUILDI'N'G! AND S.00,PSF a3onoM3. A RIGID CEILING GA CONTINUOUS LATERAL BRACLNG Al 24' O.C. TYPICAL SINP1jN OR EQUAL~IPLIFT/HANGER REOUTAEMENTS ~ MUST BE PROPERLY ATTACHED TO THE 807109 CHORD. +)�8revlty -)&Uplift **w UPLIFT rrr a:* HANGER **A NO 455I(Jacka Only) MUS26 - + 27519 -1286#1150 10d Iply MTS12 - -10001 MUS26 a + 33151 -1630016d 'ply MT312 -2000/ 2 EsCh BHUSAB - + 4299! -1860110d 2ply MTT288 -37861 Eseh lOd) NHUS48 + 5lSOf -2000! 18d 2p IV MTT286 -4455! Z Each 16d) HGUS48 - + 66400 -2198# 10d 22 IV UST60 -46889 Per 2Dly) HGUS48 - + 80009 -26So9 '6d 2ply C8150 -1660# Each 1) HGUS5.5- +113358 -3445# 3ply ---------------------------------------------- -- - REFERENCE MILKS LUMBER DETA L SHEET FOR UPLIFT/HANGER DETAILS �- 2'10" 2'10' T 12 T v F5 , 2 aU 8' Rv-365# Um200# W-3"8 Rv-3650 U-200# M-3"8 PL- QTTOL— DE CRIT-TP! REV. A 9 Avrfe itwts�aeam Fcoa+Cre sac. VFim�te tcauw tatae+e eAac 02�06�97 TC LL 30.0 PSf P6F ei. t1�+FPORTANTItIt s+wi twr.c ccrMarac Far err ARMING :� w�muat acatsa .w ITC DL 7.0 PSF ATf 02/06/97 Spa rICK11 , a wr WON.W DIMON*r M. = rwse 0W@* �� f�,MUM a w►su*K nu�a sw UNWA IC4 r1w aru w»s. Foe AMUo a utesK 000MMr DUCIMec I.E.A►Fsce co�i�e*ar lac rme of eaa ucr. ena.�orsre eus�atrn.wsn os►nirne�wse.rea sM BC DL O.O PSF RN A.ru M�ter 4 Agro#:AFFur eoM[s1ael f0 litw N![aR CroaD•s�lACL K urcauw aaAuO rib!►tOFt11 spa• � +r� m• WOM LwArwror.iwia pp+w Naito &I"A"Aaawftomw wAW=% swiar.aeae .M . BC LL O.O•PSF eawasam Ras ua.F. awsw utroaaae .ct1H gipr ariA�ran 11itI0 esasaa -tte lTn?B aF' OT. 47. PSF OR LEN. 5-8 0 edrroan WAWLXMrarmvnzs�i r Ido t»t. w al nm,r Airlat M:Ikw&L maul q/:/m Fay Imm: r.� UII 1NC!Ofr Allitq N NO COMWWW OMCA{G OW WWW1.JVt\SCAF1ar. WArstff A Car Q 111111 ': aFll9 .O.�c GUA.FAC. 1. 3 fa. .Ne + aro. A" rrar. r" nAt "Cm. '•� Ed+� SPACING 24.0" yP COMM ,�... .2nr��...tM�fw/r, rM. 1.7/#"Memo "Favew gvOr"r allof IOL Nee"MNWTwt&fft1N _'��/ILi��"` 7 imis nw TOP OJORO 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, (1891 SBC) BOT CHORD 2x6 SP 12 N UPLIFT ILB�: 200 240 WEBS 2x4 SP #3 BRG.LOC TFT 0.00 3.76 TRUSS DESIGNED FOR 100 MPH WINO 14.00 FT MEAN HEIGHT WITH DEAD LOAD OF 6,00 PSF (TOP) AND 5.00 PSF (80170M) . DEFLECTION CRITERIA 15 L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. A RIGID ST CEILING R COACNHEOUTO iLATERAL PCHIRNGG AT 24' O.C. ----TYPICAL SIMPS N OR EEOU D. L UPLIFT/HANGER REQUIREMENTS ---M SPECIAL LOADS ____ _ MMM UPLIFT MMM -�-�-- *N* HANGER xMM ~ H5 - -4551(Jecks Only) HUS26 - + 27010 -12NO 10d 1011 TC - Fron 74 PLF at 0.00 to 7.4 PLF at�4 00 MTS12 - -10001 HUS26 - + 33156 -15'50/ 16d 101Y BC - Fran 20 PLF at 0.00 to 20 PLF at 4.00 MT312 - -2000/ 2 Esch MHUS49 - + 4299# -1660# 10d 2ply SC - 699 L8 Concentrated Load at 2.00 MTT28B - -37661 Each ltOd� HNU548 - + 5180! -20001 160 2ply - MTT28B - -44661 2 Each))))) (1$d NGU348 - + 66401 -2199# 106 2ply MS160 - -46881 Per 2ply) NGUS48 - + 60001 -26501 166 2ply CS100 - -16500 Each)_ HGUS5.5- +113351 39451 led•3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE HANGER AT RIOHT END OF TRUSS FOR 495.22 LBS. 12 5� 0 0 1U (L A1) T 4' 69 # 1.6X3 Rv-580! Ui,2009 W-3'8 R-4956 U-2400 i p gg PA7 T 8 -ALPINg DESIGN R T=TP . OTY = -TOTAL I REV. 7 9$ 97 3MPORtAtJTltlt�. , ; m F ,ua;�' ARNPNG 'iM wria.IRMISKS�i �aia;iai+moo` 02/Q6/g7 IPACING C LL 30.0 PSF �R. EF scnA>M rNM=4 GUISM as aloe aPECSFECAT104 ON Mf meas, an MIPi1 rr V2.SME Mie DUNN ��• � ► ,,� C DL 7.0 PSF ATE 02/06/97 V A\ PAULM Ta Mum.o bid"M TO Cgaol.M IM 0150•v st. n*AMnaw SPICA►PC*r.1 64MIM w !�'. wsK oar Claw Mc PAcc v aew GKV. sues Muelno AnM m:MEr[MVM.wane onanrnr tw1urfw UP .� C OL O.O PSF G SUM in a S%Wr•Af WIM AAPL/CMUT M to(AW PXX ar Cil AWML K LATMINOXV0�CA0 M11M PPOPIN . 'Jab1 .1MM-ANOAMUSS-QalMIC dna=a.Un KON K VGUT M• tx,Atts w.ftvwm jNrAuyft aCM101.CPara. '- , •:M• C LL. �.O.'Q•�+SF•pOMNC O Mi w0 0Mw%b/i0. we a 10Ad..aleleM AtYo m Yt1x OffimmVA"Amo Mmm CaLux�—CCE' _CEN m w"WiCA"Pmewme a er 4"a im Awamemms .ernetumwA.Wm Vl m rcn iiavEll TE 01 .' 07.LD. 47:•0 PSF A L'EN: 4=0-0ruL aM MYIJ MUM44 APPLSIS 1i 1K Eo�t iEnolo HPe iMOI�.L<I/RJCA11f1. PYEM1aM A tAPv w 114! �. p1e :` UA.fAC. •J'Ad"'Ne1 a wags nr Am dtNM Ma. lwe• eP LT M laMfPPCIon. .. ' see above MONO (Z-0367) 7 4 R TOP CHORD 2x4 SP i2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 11,291 9801 BOT CIWO 2x4 SP !2 N UPLIFT Owl: 120 PLF NESS 2x4 SP f3 BRG.LOC 1FT)• OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR J00 NPM WINO 19.00 FT MEAN HEIGHT I WITH DEAD LOAD OF 9.00 PSF (TOP) AND 9.00 PSF (BOTTOMI. I A AIGIO CEILING OR CONIIi�O(� LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING_, --- - -- HUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, "- - THIS GABLE END WILL SUPPORT UP TO 1'0 OVEM 14i ALONG THE TOP TYPICAL SI OR EQUAL UPLIFT/HANGER REDVIREMENTS Mpg. CHORO. REFER TO DRAWING GE-001. GE-002, OR 876.719 FOR STUD VERTICALS AND BRACING DETAILS. (SABLE END HAS BEEN DESIGNED TO ---^ *IN UPLIFT xxx � {-- --- xa* HANGER axis TRANSFEA ALL HNIZONTAL WIND LOADS INTO THE ROOF AMO CEILING H5 - -455# 11 OnIY) 1 HUS26 ■ 4 2751! -12855 Nd 1p1Y DIAPHRAGMS. CONNECTI(W AND DESIGN OF THESE SYSTEMS AAE THE NTS12 - -10000 HUS26 ■ - 33150 -!3601 16d 11p1Y RESPONSIBILITY OF THE BUILDING OESI6NER. THIS TRUSS WILL ALSO MTS L2 ■ -2000/12 Each MNUS48 - 4 4289E -16600 100 20 SU PORT 2'0' TOP/BOTTO�1 SPLIT ROOF LOAD ON ONE SIDE. MTT218 - -3786/ 2 Eatd� �lOd1 MHUS49 - 4 SIO! -2000+ 6d 241Y MTT288 + -4455! 2 Each)))) 16,211 MUMS - 66x0! -21990 JOS! 2DIY THE BUILDING DESIGNER IS RESPONSIBLE FDA IME GABLE SHEAR WALL MST50 - -46866 ly1 HGUS48 - 4 8000o' -26me !6d 201y DESIGN. CEILING AND ROOF SHEATHING DIAPHRAGM CO�CTION& AND CS150 - -i6500 Ea� _ I_MGM.S- 4113350 -39431 t6d 3ply ALL TRUSS TO HALL CONNECTIONS. ---- -- - ---"---'- - -- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HAMGER DETAILS FON GABLE STUD VERTICALS. UNLESS OTHERWISE NOTED: FDA VERTICALS LESS THAN 4'0": 1.5X3 ALPINE, 13 NOODLOC. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. FOR VERTICALS GREATER TWIN 4'0': 2744 ALPINE, 23 NODOLDC, 5'10" --_1 3X4 12 v 5 ' 'T N � L2X4_T, (Ali X4(A1) B . f �+---1'4" 118• � -1-4- R-111 4'R-111 O f W-11'8" TAGG ; T44 T, JYP,-ALP1NE DESIGN CAIT-TPI T - V. TV*A�.z,�EMMIMaor-1 /POOtICTM, TRJMMI7 REMMEaE ExnvxE RPE 02/06/97 TC LL 30.0 N I14PORTANT*11 S MMT Mr ROPAr1Mt"POR MTY WARNING Ir ru&m 11Ecna " ,W11 t KVQUaw rror 1"11 WAISM u*CW*1P CV=tSV4, ra AW 0M4IM&09 MU41 i7 TPI.au nua M114 .•` ''�., C OL 7.0 02/06/97 PUL100.14 1I►ILO IN I& M IM MOMMM PUN ISTY 11 IN FOR AINTIOWL MUST.POOMOYT MACM Al �L O ALPINE ODM OW AME&M d EEM 6XV. WMfL NEL M AM NURo1ENIN.MEA&IM MMUE MIGMATMM. b �;- 8C DL 10.0 O A44 MR a 0=1 AM MM.APPLY CEMatn a TM CAOt TACE a► CWMMO WALL ME►A10"T APMO M1W PMOFm � 9l0a _ 8C LL 0.0 JOE own AMM uam stmoom urim a imn Mum momim &Y.4STunoM-pumm aMnum MOEmM cwo - r �cuu P"ema"m IMM a~.mu"arA cum MST"Pr10TE<Y Arum M Altace Campo--EME TATt OF : TOT.I.Q. 47.0 EN. 11-e-0 aMlfsMr M/AiPL1CAMlE-/NOTIa10YM 1P M1M•TPI.•AN vaum G'M .AVDs TEpwjL'wou 1T W ARIiEFER 9 �: Aar.Err Tltta oMuraii drLSEa TY TAM CMM AW OtMArn POPE ORnALL AM LACAI w.14001"A COPY Cr"m t1p! 0 : .FAC. f .33 t IN 21. ale P"!!w R muo tso"in Lim m Wsm 10*9 M g nar ccaTmctcM. '�.,,,4 .•`'• gpACSNG 24.0' GAGE. J n - T -4 R XCHORD 2x4 SP 12 N PMVIO {1991E UPLIFT CONMECIIONS AT BEARINGS AS INDICATED. 21 •90' CHORD gra SP /2 N ! UPLIFT {LB): 230 200 200 WEBS 2r4 SP 12 N BRG.LOC (Fli: 0.00 7.00 7.00 TRUSS DESIGNED FOR LOO WH MIND 15.00 FT MEAN HE16M CVFLcCTjON CRI]£RIA IS L/380 LIVE ANO L/240 T01AL LOAD. ENCLOSEDDOR FULLY OPEN BUILDING PI THIS5TRRUSS00 SNAYBNOI 6E LOCATED NI THIN A 4.50' ENO ZONE FROM EDGE OF THE ROOF. A" 140M CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PAOPERLV ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIRENENIS (Ii+GraY11.y (-)-Qotlft --- -ANN UPLIFT NIIN�--- --�_ _.mon MANGER Nam- ------ HS ■ -4551(.lacks Only) HUS26 - + 27511 -12860114d iply MT812 - -10001 HUS26 - 1 3301 -15501 06d iply) M1112 -2000!`2 Each) HHUSAB - + 42991 -16501110d 201y) M]t26B - -37661(((2 Euh) 'lOd� HNUS48 + 51801 -20001 180 203Y M]T2BB - -44350 2 Each1 id HOUS48 - + 6640! -2189) led 2ply) XSt60 -4688/ Per plYj HGU348 - + 80001 -26500 16d 2ply) CS150 - -Lb501(ESChf HG11S'!.5- +113351 -39450 160 3plyi ----------------- ----------------------�---»--------------- REFERENCE HOLWES LUMBER DETAIL SHEET FCR UPLIFT/HANGER MAILS PROViOE 3 16d TOE-NAILS AT TOP C1'ORO. Rv-2230 U•200�NAILE�ADVLDE �� ;�N&d t� -Ork�L��BO7TOsl CHORD. l! 10'11'4 to .r m 5 p, .. 9'8'2 tU sJ 2X4(Al) T .12 (' — RV-4660 U■230# W-3.8 TA -TT TPS= P fl =T A • 7 JE SI 7 -PLAvur Oisimm fRdws. lbe. 'KOO KOvtPr riTAOlr COM 08/05/96 TC LL 30.0 PSF REF itIMRORTAE►FT �1 axAu Nor a ArfPanllu�,ANr ARNING IN Nwa1No 1PfcT1aN AAD A(, _9" Eo.�" TC OL 7.0 PSF DATE 09/05/96 D&TATIOM Fa0t1 141%4131011 CA TKA`V=11iG110N1. OR awr Wa1pr, lit MO-fl sY CPT. Kr iN1S Wit Ok P111AIiA m WfLO 111E TA3SA IM tNwraunAr s uTN rotas W MT. IDA AOOI1t01tIL APf4IAL PAPNitilll fNC1Aq At - - AVtle ftawe4T0Aa AAt wwe OP 51oA eu r.STo11 NfLTINO IStr au01t>ftlTl.rILiM aSNLartfl 1w3iWitq ifP8C OL 0•0 P5F ORWGAAaA OA•ueCd1 u MOIeA, AHLr C74NitOTOPb NI lACN►ue o• aA30!NAIL s3 to/fIW►Y 3AACE0 viTN MOPfNnufA ANa IM.ilf aTItOtr1At LOeu10 aN Tr13 AA51CM PO31TIpi Lr ArrACIsO 1100440 AHu1NTrs. e07TA1 Crea4 9C LL 0•0 PSF BEG OMMONe 010 OaAdWS M 10 A IAOA+. UU4*STAM3006 KIN 1e1Wt%V AITACAIO!1!1510 Umm--uC _ 101,Up, 47.0 PSF D A L.EW go A ft i WAPniCULA Of VAS10wA ar ka a Tal. f11 oomm•A moves tleMaw wftyl ailntl Otto.A4•a1 �:AAA&Ow Tires oft"APKIr!115 tic ea.wrcwl OfsttTlO a[q. onirAiL A/R1CA110r. PJA01 i A Cary OF WIT$ •.• 1.33 tN OAtt' AfR 11Art AOi E a 1m srml 1N Awa 0uew wY. 0AaA11 tit lues ew4nt3s tewiwAttae. OUR f AC.�/a. IwSPACING 24.0■ JACK 0-;_ (6-3029) - .v TCd THIS OW0, PREPAREDN (1991SBGI N TT Y F : 'C"GRO 2x4 SO 12 m PROVIDE UPLIFT CONMEMONS AT BEARINGS AS INOICATEO. 00' CHORD 214 SP 12 M UPLIFT (L81: 200 200 200 NE85 2%A SP 12 N 6RG.LOC FT): 0.00 5.00 • 5.04 TRUSS DESIGNED FOR 100 MPH NINO 15.00 FT MEAN HEIGHT NI TIf OEAO LOAD CF S.00 PSF (7OP1 AND 5.00 PSF 1801 TOM .- Or!:LEC710Y CRITERIA IS L/360 LIVE .SATO L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS IAUSS MAY NOT BE LOCATED NI1HIN A 4.50' ENO ZONE FROM EDGE OF THE ROOF. A R:3ID CEILING OR C'OWINUOUS LATERAL BRACING Al 24" O.C. ----------- -----_----------------_.------------------------ )o%jsr BE PROPERLY ATTACHED 7O THE 80770N CHORD. 'TYPICAL SIMPSON)CA EQUAL ►SPVILy I tFTTy►lANLIGER REQUIREMENTS ------Mau------1 TNN----- -----------N-- H--- --NM -------- FM5 -45311Jacks Only) HUS2B ► 1731! -12861 106 Lo XTS12 -10044 1 IVA26 - + 33151 -15501 16d Iply bITS12 -2000! Each NHU548 + 42991 -16600 iQd 20 ly MT1288 -37861 Eecn 1iod} HHuS48 ■ + 51601 -20001 16d 2ply M71288 -4455MI2 Eeoh (1601 NGUS48 - + 66401 -21391 10d 2p1yj 14ST60 -46881 POP fply) HSUS48 • + 80001 -26501 lett 201y1) CSJ50 -16501 ach HGUS5.6■ +113351 -3945116d 301y) AEFEA£NCE HOLNE9 LU46ER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE { 2 ) 15d IOOEE_14AILE Al tOP CHORD. HV■15O# U-200/NAILE0 PROYIOF�VI 46 U�2�Q1�V L d' BOTTOM CHOAO. 10'1"4 . Mn N 12 9'2'2 g p. • N N N 2x4(A 1) T �3 8. 12 Av-36es U-200# N-3•e _ BATE PA Y 8-A • D GN A -TP - 4 T TA - 4 A V 7 4,upw ERNI umm PEGoucl&.TRC. auras 090401 EXTREME Oft 080rj 9G TC LL 30.*IMPORTAWN*woo.NOT Or oximmf2u Ron rw+ ARNING re ammi U, EPaeT1Gr Aw Mei,,,owunanPias mil Oalar a Twu soutnartar, a AMY swan .aDE 0t0-st DY TPI. GEE Ids aEuaN .�' yg ?„ ��' TC OL 7. 08/05/96 RAMER TO/GILD Ok TRMrI IAM CONFORMANCE kt1H OOTJa 1Y TPI. POA ADDITIONAL APOCfAL PUSUMM/RACING■EALP=CANM=AKs AM rAac ar 2004&ALV. STEEL Wit"A AsrN DWAIMC ero.WLI”OTNEarta tNrscAIM UP - 9C OL 10.AMO a a E2CIPT Aa WED.APOLY COM ALUIS TO CMX MACE GF CHM SMLL K tATERRAUY EMM 11TH PRO U 8EG TDOED AND WUM OTWIRIM LOCATIO ON DMID 0010[ MpTIM LY A1TA0ROD RLY"D gAY410, OoTTON ONDMMO _ 56C1 8C LL 0•C0801Cloaa PIR DAUUM 1361 360 E NGA-F.OMW OUPWIDS VITT PPORORRY A114CMo TIRO c11"W--Mat 'TAI!OF TOT.LO. 47.cooem woftECA"MOTtsum sr MIs 0 M.AN OE1M00'0 ALPINE 7tOrNICAL WON•Itfull1 fa FrAmSEEM MME TNI!0AItO APRIO TO TRE R:OAPaMa WJWCD"M ONrrALL AMMAr10R. HRARSON A MOP.MMR Tots 0A14 d•� DUR.FAC. 1 . ^yVA OIL► PND OMNI401 K AOLRD W M tr ANY OUIM NAT. 00TOr TO we TItm EDECTIoN CGMMCIOR. i�, ,+" ,',,�•� SPACING 124. ACK 1• M j : (6-2= LOT g7n68 ,ytT_CJ rHis an, Pomp a RPME S118MITTEDTRWS K IOP CuORO 2x4 SP 12 NPROVIDE UPLIFT CONNECIIONS AT BEARINGS AS LVOIGTEO. 1119! SBCI BOT CAORO 2x4 SP /2 N UPLIFT (LBI: 200 200 200 NESS 2s.A SP 02 N BAG.LOC (FT : 0.00 3.00 3.00 TRUSS DESIGNED FOR 100 MPH MIND 15.00 FT MEAN HEIGHT KITH DEAD LOAD OF 3.00 PSF tTOP) AND 5.00 PSF 18017W . CE{LEC71ON CRITERIA 15 L/360 LIVE AND V240 TOTAL LOAD. ENCLOSED OR FULLY OPEN SUILOING. A PISIO CEILING OR CONTINUOUS LATERAL. IMAGING AT 24' O.C. TVPICAL SIMPSON OR EQUAL UPLIFT/HANGER AEOUIREKENIS NUS' BE PROPERLY ATTACHED TO THE 601TON CHOAO. (A-Gr`DVILy (-)-Uol)It - Tams UPLIFT ANN »---»- - ----- DMA HANGER ANN » 4551(JaCNs OAIy) HUS26 - 27511 -12681 100 !ply) MT +S12 - -10001 HUS26 - + 3315.0 -15501 t8d 1plSf2 y NT - -20000 F-4F-40, 29 4MMS48 - + 49! -1680! 10d 2PI MTT288 - -378)1 2 Roll (lOd) NHUS48 - a 51801 -2000! 16d 2ply) NTT288 - -4,061 2 Each 8d NGUS48 - + 66400 -2189/ 10d 2ply 08180 - -46881 *11 201y) H6US48 - 4 60001 -28500 164 2DIy Mao - -1650► Esehl HGUS5.5- 111!3351 -39451 18d 301y REFEREWE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGERR OETAILS PROVIDE ( 2 160 TOE-NAILS AT TOP CHORD. Rv-680 U-2000NAILE0 PROVIDE l 2 16d roE-NAILS At BOTTOM CHORD. 9-3-4 0 g 12 2X4 iA a ao v 8 ..d 3 12 -----1'4" 3' Av-2900 0-200# W-3"S Av-2311 U-2000NAILED T►1 -TYP9-A S N C -T Y T A SEQ � 8a 4 ALnAar aetN4es1D FlI deft INC. 71111110ADODT1e IM14CNE CAN 08 05 9$ TC LL 30.0 PSF nEF FMINPORTANTTFbtsxAuummerupomarmstoaaal ARNING IM NAAOLfRs. [PUTION AM „uu (� 901411"F"PMIS[tst%00?aase VECIFICAnaws, a Aw mm1At. Net Niwl or tot.us,NH U11/N .o JU,g �'�,,� TC OL 7.0 PSF DATE 08/05/96 MUME TO WAO IMC MUM IM COMOUMS 1617N WAS er TNI. POR A00211AMkL SMIAL MIMYKNT IWJN0 Pe A ^ PM 9ONKC9M ARK wl -41 OP USA sr. sr1EL mW ARM lKwtse, MUSS GINEOWMA,IMOTCARL Ta ` 8C GL 10.0 PSF DRWG f\U\\ AW a e Extbr d wo.APRr caeu Oss to CALM IAOL ar CHM SMALL At LAMPAUlf SPAC40 NITM PRIMA . seos BC LL 0. PSF BEG TWAM No oweea 600MlE LOCATED a hats midi suit]" Lr ARAlm P0mm ANUTNlaAq "now can M - • C&SA"OAs Pta polos tx no s wmtA r. NAM 71Taimmes NITM PIwmv Ulm=ATeto C11tIN/ •-stc - !TA?[ OF � T07.L 47.0 PSF 0/A LEN. C/AParw waAarLUA1WA MaoVmme w los 1 TPI. W vemo a-A "14 stawmaL UMATE IT/Inn ISR PROMs sw ar hate OWWA wftla!TD ra.t[Dvea,EW dbICTeO XM WMA J AiPUCMION.ftPJ#MN A 17001 ar rNra %, �� a it 3 a 1ALr Rab arALL W R rp T!D u..M IN ARr DMR tUr. aglfN r0 Ire TAO" Pee?oar C.MIRACT". .. IS A.FAC. r E,ES;`� SPACING 24.0 JACK T — TOP 04M 2x4 SP *2 N Q91 04060 2x4 SP 02 N NESS 2x4 SP 03 0EFLEC7I0H CAITERIA IS L/360 LIVE ANO A TRIS MPJACK IS OESIONEO TO SUPPORT A SE-.-SACK. COMER JACKS HAVE NO WEBS. A 11610 CEILING OR CONi1NUGUS LATEAAt, MMT SE PROPERLY ATTACHEO TO THE SOTT m 2X4(A 1) T Rv-3520 U-24t TAq Top P , T)LP - P GN w *IMPORTANT acvmFATUl ua+mor iota \vA"� ALOW to evi0o ua &44 ,gxcgpl Alrt aRu a o Except,u fir. Tan mo4w m otMoom aaaEeEoao SEA ou cum =wan wimnu-wE •W w•aas ems- eN a v abo SMLL Not y CI T - H P M TT V TOP 010A0 2M4 SP t2 N PR4Yl0E UPLIFT CONNECTIONS AVE AS IN MIED, f921 S8q 0a7 CHORD 2X4 SP /2 N UPLIFT IL6}t 240 200 3090 WEBS 2x4 SP /3 TTRRUSS DESIGNF0 FOC OR 100 WH WINO $15.00 FT MEAN HEIGHT W17H DEAD LOAD OF 6.00 ASF (70PI AND 8.00 PSF OTTO#I m . LTEFLEC710N CAITERIA 18 L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------- ---~--------------------------------------- ThIS HIPJACK IS DESIGNED TO SUPPORT A COAAA SET WITH 07-00-00 TYPICAL SIVPSON OR EQUAL.UFL1F7/HANGEA REQUIREMENTS SE-SACK. CORNER JACKS HAVE NO WEBS. _ _I*)wGrevity1-_1_-UPI 11t _ A AIG10 CEILING OR CONTINUOUS LATERAL BRACING Al 24' O.C. --7NR0 UPLIFT JHIN---- NrN HANGER IIMIE� MUST BE PROPERLY ATTACHED TO THE BOTTOM CHOPO. HS ■ -4551 W&AS Onlyl HUS26 - 4 2701• -12861 LOCI Io]y)! MTSi2 - -J000F HUS26 - 4 33151 -15001 16d lPlyl AITSi2 -20001(2 Ea (( HHUS4e - + 4299/ -1060/ 10d 2Rly M11288 X45612 EACh (l6d� HHUS4B + 61801 -2000/ !6d 2ply F+GU848 - 4 65401 -2199/ 10d 2Dly MST60 - -46881 Par 2p1Y) NGUS48 - 4 80009 -26801 16d 2olYl CSiSO _- -i6l0/(Eaeh) HGUS5.3- +113351 -3949! 16d 3p1y1 REFERENCE HOLMES LUNGER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE (( 3 1 16d IOE-NAILS AT TOP CNORD. PROVIDE f 3 16d TOE-NAILS AT BOTTOM CHORD. Rv-2830 U-30901NAILE0 Rv-469/ U-200/NAILED 10.11"7 .o 3.54 P 9'8"2 04 m to lU O, 2x4(A 1) e. 12 9'10'13 - —� Av-352# Um2400 Wm4'15 CL .�TYP- •P GN CR-IT-TPI ■ 2 REV. 7 A ! 8 AL/1Nc ENOJNaEwcE rrcalrn mac. rEYEAE2 AEErIPE 411101[104 wsE 08/05/95 TC LL 30.0 PSF REF �l� *IMPORTANTN*JIANLL NoT of PmwwpnLE roA AMT AANING Is nmxz2E. EmeneM AAO ��,�„� aevzAtta mor lN1a aesu+N on TNlJE 2PECt►le4TIOA0 a AET oEAC1A0.EEE rewi ER NPI. AEe rNg2 OEua+ .• Uq ''�, � TC DL 7.0 P5F GATE;4N FAILYAE NO aDJID/,i TOM IN C&OCrNANCE 1111,OSTU M f/1. IM AE017100L VICCIAL R1r1AMM SPACING ME /l © AI/INE CCM2CT612 AMC rAC[W no DALR.JML KVJJW 421H OI11ACKSII.04112A 2NNEAr1A[WOMAnCk TOP - - ISO, 11. DL 3O.0 PSF DAl1A,TA2 q E[ECO/l AE NOTtO. APRs CEMEC:IONE TO EACH FACE EF CHM oAIIUI N UATEIMULT APACAD ATI„POW”MU PNO YMLEIa OTFEPMI2E LICMAo Or TM OEEJW /00 UM ar"IAORD PURIM 0*4101M4 OOTM CWO C LL 0.0 PSF awmaclav/112 OMNI%" m no E I2PA-r. Om"2T►IOAASS a"P01101mR Ulm"NI0I0 CETLIM--m 7ATe OF = 0T.I.0. 47.0 PSF A effsom wmftTcmc MOVI11AM2 a N o A t/l.AN AIAKIAl1A.2 1LISN 1EOuam YrOAAE i7/1libel raIPOPER,KALa-w*O,IAAIDA2.AAPUliO TO NNt Ea@"dolomenNEJL 60mou 7AFU7cmom.nAixim A cm V TMIf .PpC1 W O4 !IW iNALL 101 u ML1N AMT*"A IMT 011210E T T ENEetIoN a"w"rem. '••,�,/ ••`• SPACING see above .f THIS WG- PRWFPAAIEQF TR NPTA MT 7F1U55 MFA 10P CHORD 2x4 Sp 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 11991 S8C) Golf CHORD 2x4 SP #2 N UPLIFT (LB�: 200 200 200 WE85 2x4 SP #2 N BRG.LOC (FT • 0.00 4.00 4.00 TRUSS DESIGNED FOR 100 MPH WINO 15.00 FT MEAN /EIGHT. WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . OEFLECtION CRITERIA IS L/350 LIVE AND L/240 TOTAL LOAD, ENCLOSED OR FULLY OPEN BUILDING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANSER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE 60TTOM CHORD. l+)-Brevity (-)+Uplift ----- www UPLIFT X*14 - �-�~-- NMN HANGER w* ----~-- H5 4569(Jecka Only) MUS26 - • 27510 -12660(JOd 1ply) MTS12 -J000I MUS26 - + 3315~ -15601 16d 1ply) MT512 -2000/ 2 EeCh)) HHUS48 - + 4299E -1660/ 10d 2p1y) NTT288 - -37660 2 EacA) 'LOW NHUS48 - + 51800 -20001 16d 2ply NT7288 - -44594 2 Each l) 16d) MBUS48 - + 66400 -2199# 10d 2ply MS760 - -4688+ Per 2plyl HGUS48 - # 80001 -2650# 16d 2ply C$150 - -16500 Each) MGUS5.5- A113351 3945# 16d 3plY REFERENCE-HOLMES LUMBER DETAIL-SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 1 16d TOE-NAILS AT 70P CHORD. RV-1110 U-200#NAILED PROVIDE ( 2 1 164 TOE-NAILS AT 8011014 CHORO. 9'B'4 N N B, �■---1'4- 4' Rv-327# U-2000 W-3"8 Rv-370 U-200#NAILED TA q -TY4.-ALPINE D 1 CV R T•TP O V - i4 T • A - 4 R V 7 SAE � 04921 "INE 9X MUFM r/ooucrr. IAe. TIMIar%Fd=FK:xme COW -02/06/97 TC LL 30.0 PSF REF _ % {� *IMPDR7kN7R aMTtl wolf It aESr0aseu ran AN? MINING IRF wAwauwA ol: 0- Al ,.,,, (` , UVIATMX ram►Twta UNM N neat SMCIFICVK044 aw Awr UACJW.AN W-21 ar TPI.AaU 0!lIEw a`��g ''�., TC OL 7.0 PSF DATE 02/06/97 \�NVrAnAm xo wm►o Tl+e vim sw emfaww s wrm wTu ar rvs. rw Aminare.SMIAL rsaiuwwclw NV"- Aussie cTaadmaa Aae wa ar AU MWV. STUB MCATIN Anw 401300aw7a.WIiM OTNERRUN IWFA TN C DL .10.0 PSF ORWG an e asvT As warilo4 Arran eawMoeTaaS ro eAow rrec or: s*tono>weL Se exienlur axAaeo wYrw r/ier�sl. •._ doe �_ ..gC•4L �.jhS•F. v1� Twao Aw usas ST►arrcA�OMTEa aN IwIlTRawl.�ossllow ��,Anwfn wraaao aNr,►Tt+aAQ, aorTaw veno >V- �ruccogS rp a!V11M Ala Me.S WA-r•o-a0Is U Alrrr *STat rao10►r�ITrAAwEa axeio•crn�swi•�-:Yit •� SVA-ii-: '?' #O"Y L' aaFsaar wArttrcwwa rlm,hstw+-ar-ICSa Trs. Aw grasaa,.wriwr Taa�wu�urSATs ps�sySu:ra aeaa a TMU -no .an ?IAS. .A or moi+ �1 `` .FAC. ^�•.a ogppwa/rE►sdgQ 4arl�F#►T")wk wov. • a � �f1aROw► .tam T++IR• DUCT f _ a aw Aao roT Ann wr. Tb[T EIIlQ '. .�` "JACK -. ---- _ .-- -•--_- ._ .__ ._. .._-_- �_._..._.----.-•_.---..._....__.._.r '...... .•� SPAC7N6 24.o■ Tvas: • 7— T 4 N A q M N A M T TOP CHORD 2114 SP 42 N PAOYLOE UPLIFT CONNECTIONS Al 9EARINGS AS INDECATEO, (1991 SBC) BOT CHORD 2114 SP #2 N tVLIFT (LB): 200 200 200 WEBS 2114 SP 02 N BRG.LOC (FT • 0.00 2.00 2.00 TRUSS DESIGNED FOR 100 MPH WEND 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM). DEFLECTION CAIIERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OA FULLY OPEN BUILDING. ------- A us rGBE PROVERLV ATTACHED TO 7HE BBOTTOMCCHORRDD AT 24" O.C. TYPICAL SIMPSI0 OR EQUAL Y (-)-Uplift REQUIREMENTS --------- UPLIFT 110110 -------�~� NNN MANGER 10111 ------ M5 4554(Jacks Only) HU826 - + 27510 -12860 100 1ply) MTS12 - -1000# MUS26 - + 33150 -15501 160 1P1y1 MTS12 - -20WO(2 Each) MMUS48 - + 12891 -16601 ma 20y MTT28B - -37860(2 Each) (10d) HHUS48 ■ + 51801 -20001 16d 2ply) MT128B - -44550 2 Each) 116d) HGUS46 - • 66401 -21991 10d 201y MST60 - -46880 Per 200 HGUS48 - P 8000# -2850# 16d Ip1Y CS160 - -16500 Each) HGUS5.5- +11335# 3945# 36d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/MANGER DETAILS PROVIDE f 2 ) 16d TOE-NAILS AT TOP CHORD. PROVIDE 1 2 ) 16d ICE-NAILS AT BOTTOM CHORD. 8'10"4 cu 5 p iu —`- 2X4(Al) a B' Rv-2640 U-2000 W-3"8 AY-130 U-2000NAILED AV-141 U-200/NAILED P T.�TYPD—A P DESIGN CRIT-TPI Y TA - +� REV. 7. JOGA �!�316 rcnzMr E1azME0ItfI1 Psmrnr. INC. Tru66Es AE4u6tc rXTADIr CARR QZ�06�Q/ C LL 30 it 1MPORTANTU 11 e"10T air AE6POF ems F6A AW ARNI NG zN NAAd.1NAi miwN•ANA v A� - �11 7C DL 7 02/06/97 uvwxmFEON 1"m OC72EN to Tme"FICIPWATICW 'on AW DRACIND.M NrJ-EI W W1. $rx THN dum ��►AtU/i TO rO1lr INE TITIN!!N{FIFER mmm MITM-rt1�r W 7P1. FOR-ACKTIOPM Y(C2AL•POEIWENF EMCIM FE • �wn4t minEciar u+c NArr oP sora uLY.aTEEz luizrt AUN EiyREltMtb Na[1E rTMEM10E ItgECAI[Q sav C OL SOme R•uctin Al.?&=..IIPF►r•CEYMWRM TR CAM PW EF: 1; Cr1LL,K&AUMLLr~a n1X PREPI* :gels F": 00-M M 6T1e UM LCRARR w-TA1A 0i0NK 00621101 LV.AITA M Ftr1EO0406AAHM NM FONEM01MJ• .�( . . - � :LL, JOE.: . -►-rlt4 = :atii2lt�aF ' c TOl':LFJ.NUMAMA4r pimm 4T41!jW-a -&O4, mememow ALRwi tO"MAL tmT4 iF4JN11*v": IAs"' �TMA MOM APP4IEO.30 410E 061 110100 46!2CM0 N6AE BRIML AP►k6AA*W.•4066 1d, A*%O"-6F wo %. � � Q1�:IrAC. `� . 3 . IN r 001 6t 760%M 1N M11r. NO1W 14 A AFI.' ,', ---_._ ' •' SifNG' 24.0 T'VPF JACK 4 J 4' HIPJACK THISP T R T N N Y NF TOP CHORD 2X4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS 1NDICATEO. (1991 SBC) BOT CHORD 2X4 SP 12 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP i2 N 6RG.LOC F11: 0.00 5.66 0.66 TRUSS DESIGNED FDR 100 MPH WINO 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF 1TOPI AND 5.00 PSF (BOTTOM . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. ------------------ -- ------------------------------ THIS HKPJACORNERDEESIGN JACKS NAYS SUPNO PORT A CORNER SET WITH 04-00-00 TYPICAL SIMPS N OR EEQUAL UPvity 'I•FFTT'iAANGER REOUIRENENTS SETSft A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. Nl** UPLIFT *** �~ **A RANGER MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 -4551(Jacks Only) H=6 • + 27"Slf -1266/ !Od 10 V MTS 12 -10004 HUS26 ■ + 3315/ -15501 16d (ply HIS12 - -20000(2 Each HHUS48 • + 42991 -1660/ 10d 2p)y MIT286 • -37061(2 Each (10d}}( HHUS48 - 4 5180# -20004 16d 2ply) MT1289 4455012 Each 116d) HGW49 - • 6640# -2199#(10d 2A1y) NS760 46881 Per 20W HffiS48 • + 6000! -26500(16d 2ply CS150 • -1650#IEech) HGUS5.5- +113350 -3945111603p Iy1 REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 3 1 I6d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 1 16d TOE-NAILS AT 00710M CHORD. AV-1710 U-2001NAILEO 9'8'7 3.54 HT e o Cu tV T 2 5'7"14 Rvw123i U-2000 W4'15 Rv-554 U-200#NAILED �AT -TYfsi-A P N U IGN R T-TF T. - - i A V. 17 u .0 8 .4PTAE[ISKLim1nO PROOLCTNL IHe. Tabnce aea+us OerNCNc wHer/06f9� CLL 30.0 PSF AEF N IMPORTANT*N-swLL-wr sc puments i=ANI I4RE ING IN NANOL-VA-eN vIOa Aio [CFEWWATION rrON MU OeaIU Oa MW!NveeIFLCMUM a AIW ORCIU.sec xI sy M. ue#NIS oeelcN .``'�� ` "'� TOL 7.� PSF GATE 02/Ofi197 SLLOR T9 N110 UE 7lelY!.IN CON!OtMBNGe MIfH IOTA a'l iit. Pox JpDI7IO NAL VELI t POWAN w-ON"IIN PC. �� "PIE CONO CTONO OW xlW Or 10P 4&V.VM MMTvw-AST* NIfOE4T7. MCDO 0714MI69 INOLCATtd•TM•I ,�r BC OL ��•� PSF W6n OR a main Tia Pam(.AWL%!raoa oil Ts om rxa W. amro 9=.K MIVWLLr aufto im ,Aw w.ozva ru[eaaya ex-LNwMS"-rn V50..•U.n .rawoaa sPe+LTyiLu:4 «�=• ' c C.W,gOra NgFOIARNAa L'R.I40•s Hw�N-*.aatw,�AroLLgr' w.rMpasHax�Nsr:wo�Lnv�Aea _ •: r � 'D. . .: �P. . b% :: ':�J-7=1.4oNrawl�HLnLwittAaLHu iNia�tuLa+di AOi'NL Ta>:Alr HtIxEEJt[a AtPDNe 1NOaII7ALA VrMNI:rIIiAALH - UAL ON TRIS MUM w.LI�Ea.Ta us�oeRawraap�LTa<aspPe;,#anLwa-!R�?��w.•S�a,A.naHr'o!4�Iir Q V•:`•• 6u PAC. '�±4:3-i'3• • _ Ix ANO SMLL.W. NAMO r. TO• '. tf�'.�'•' _ ■— I6TI.II.lT310I! _�LENl.-s1riWAT)oteLl awt tN erHoeuleATTON irN roao dOPetnucfrev '••.. SPACING see abo.0 TYPE JACK ! •1 i I ' cs, 6 i 511 ! I { CAM' ELIA I T tET + - _ - - - - -- - - - - =� - - - - - - - - - - - - - - - - - -- - - - - - - , ++eB.^n.9w1.'C.t�.°M..' e+s*aR.R^I,*,.,mwv.'vAw.:....'iRiie'.°:'^",9^-M!.nr.rttbimti!Yl�R,::':vw.>!alRMRM'.�4+�+T4'iTA'.twa+,al TR'.✓:.}"'I. .ky�.:'MT';u:'a;^i,O. ..wn='o-.cror+a.w.r,'nv.�...a<c-.e.^-.+'+n.nF Fre.am�.m:.<w:wra+r.,sv-r...-.,.x....._rm'.l'Y±•. 1:1 jj�lil Rik . . Tertift.,ratt of Mccupancu (gita of Atlatttir js=4 — Avribl +fie arttnent of 'Nuiibing Inspection k -.This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the carious ordinances regulating building construction or use. For the following. Use Classification Single Family Bldg. Permit No. 13575 Group•frame Type Construction _S' Fire IN Atlantic Beach / Owner of wilding Pulte Home Corp. Address cksQnyil e, 3 255 Buil Address 1497 'smine St. Locali Atlantic Beach, FL 32233 � t ;DON C. FORD Building Official I Date: POST IN A CONSPICUOUS PLACE 07/03/97 THU 07: 19 FAX 904 733 7733 FULTE JACKSONVILLE 10002 jml-03-97 08= 38A FLOODPLAIN DEVELOPMENT INFORMAMl� Location:: /4/ 97 ©1,*_571n I Ale Type of Development: Flood Zone:_ Required Lowest Floor Elevation: If budding 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 egwil to or above the base flood elevation established for that zone. No£anal inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the abovc information being correct and that the plans and supporting data have been or shall be provided as required. 1 agree to comply with all applicable provisions of Ordinance,No. 25-7-11 and all other laws or ordinances affecting the proposed development_ V Date_l/j !v 7 Applicant's Signature �l�e.TE (gip-OoGy1:ia--� Department Use: Required Lowest Floor Elevation �� Z As Built Lowest Floor Elevation /Q, 2- Survey Survey Filed with Building Department Qcr-�L Building partrnent Repre ntative Jut- 1 -1y-? TUE 11 : 42 0 P _ bl MAP SHOWING BOUNDARY SURVEY OF LOT 1, BLOCK 249, AS SHOWN ON MAP OF SECTION W ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 16, PACE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. VOR: R1BeT. AA . .yGO- ..,,, tk1 9EAR9JG N W t-O—F Y !! SMNE 1=I"AM M-0111MOD PLAT. A11ON5AM RM S:.19,11Y'AND=. -TO B66MWAL GMV VINIMAL DAkUM. OMTI8 TDs RICAW ' S NNli PSNl LI T FIRS' 2 '1►'� 1!�.(�t,;;.. 8C Titlht•L T03E JASMINE STREET (50' R/W) S0172'00NE 63.47' iav a ox wLr. ti ~ O N W. S 0 o M o 9.0 2fo,r' z cc O L+J M "Oda. /t AA L 0 T P.orip i B L O C K 2 4 9 ar """ ElVt:D ttae,4 .: (5&03'4 ..99'x„ Jill a 1 1997 s0i 72 WE L 0 T 2 L 0 T 1 City of Atlantic Beach B l Q C K 2 4 8 Building and Zoning FINAL SUR✓EY Co-x3.9 N";POUNo ALJ: /RONs JrOt/NOAtlP .itl.?V!'Y 5-/9-97 WrO,fOMAW ALL MOM# THc^c,�1�, I Y c AT IM S AVEY. PERFORATED UNDER!TY. C... . MEEm LEGEND: 1FK MINaAUM 1jLT8TAND .; 1N ": �s+ • PO. CONCRETE MONUMENT FLDRJDA ADMINIS3RA1tVE CCQB'; _ :TR1'.� �7Z.OZl. S . • t/1'POUND+ROH CERTIFY BAIT 1lJFj4E J91 ", . . UPDN THE E t PR Ef(CFJ AS SNOwN 0 t/Y 3[T•ON-u,704 M1� .gip O.R.L. 61W.DRtG REt'TpICRON 1N1L FtV W'.vc.Rt THE LOT SN:... "EREON C CENTRAL ANGLE Ts N FLOG ZONE A': EL A�2SQN AND '�$,, INC. R RAD61S ON fllE ROOD N3UR Ttl1C MAPS on TWI a AVL. J �LI% FI:. 7J2209 L ARC LENGTH PANEL NO.t2207s- DA T[D rty-!a w CN CHORD P.C. PONT OF CURVATIM �. • P.T. PONGEN T OF TANCY SURVEYED FOMARY 20 , 1997. —a-- R FT.WM FENCE SCALE: ,' • 21Y PD. POLND 1-4.1 PAGES 4 JO RE&SI TED T'LORIOA SAWYOR A MAPPER NO.407 N/V. RIOW-O-WAY FIELO"ICIALs vawME D BOOK NG . — JOSE A. HILL JR. BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA" CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: Building Permit Number: /357 S Address : Legal Description: Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor. Elevation: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWMIQ MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire f' Public Works *7— Planning 7- 7- '" ��l✓� _ �� Building 7-- 97 Y /�1/� CITY OF ,41a l3/n - Office of Building Official REQUEST FOR INSPECTION DatePermit No. Time A.M. Received P.M. —fob Address Locality Owner's Name 6�Cl�4— Contractor -- BUILDING CONCRETE ELECTRICAL �UMBIN MECHANICAL Framing C Footing Rough Wiring Ct Rough Air Cond. & C' Re Roofing ❑ Slab ❑ Temp Pole Cl Top Out ❑ Heating Insulation ❑ Lintel L_ Final P Sewer Fire Place O Pre Fab READY FOR INSPECTION A. Mon. Tues. Wed. Thurs. Friday M. A.M. Inspection Made — C � _ P.M. inspector--- �. _ Final Inspection ❑ �1 Certificate of Occupancy l i —7 f 7� v26VDate — — PSR-3844 i O.PART FIXT OF 11NII, in � r CITY OFATLiAN7#CCN a . PERMIT I1 FORMA' ION Fermis Number:-:" 1$7,34 Addlre�i�� rml t: 5�'ype: 11A�3I � I = � OYDX Class of Work:14 !T � �.. _".:� �� I►."� �+ �'�' � Constr. P3 ' �H ' t 4 ! A" Frapoed Ute: INcLEAKLX Seel .. :, Bbd Rnq: fl , Dell Q Su1ivs� s � , Est . Value: Improv.. Cost;: Q .06 r" Total- FSI , � 4300 o Amut�, AMID KC k. HEAT a 'O I NmlIC " I'T _"43.tC Addy 8 s' �, I:d)(WAY 4 al Ph6no') (' I J��I ew!!I V_ ,� CST Iqt; ....,. Name. MAN° + CaNI1. A d �-_4a5'0,, ORANGE, PLOR, 16A 4 0 7 3 'I' 3 �� - ..,......ww s } [ CITY OF � NOTES- Office Of Building Official j REOUEST FOR INSPECTION Date_ _-c—! _ Permit No. 13-7) 7 Time -------- _ 1 Received M. Job Addr _ J NOTIC! _ ocality Owner's I; `r Name _ Contractor _ BUILDING CONCRETE ELECTRICAL PLUMBING Framing 11 FootingECHANICAL Re Roofing Rough Wiring � Slab �;, Air Cond. & Insulation Temp Pole i To Out r BUILDING MATE Lintel C7 Final p Heating C. Sewer CI Fire Place ❑ CLEARED UP A� Pre Fab C READY R INSPECTION Mon. Wed. Thurs. Friday_ P.M. "FAILURE Inspection Made _ L — � �— A.M. h THE PIR01Inspector___ Inspector_ -- — — Final Inspection ':7 __ Certificate of Occupancy r f I I t3"ACCOi Date Vlf�llrA't`I©N 01=APPI. . A�3 - — —— ,F k k, t = 1 E w „ � I ATLANTIC BEACH BUILDING DEPA *rzNT By: , .n DqC�ENT FOR JEA TRA1`jSMITTAL DATE R / OF ��;a, �o, G The fol ` o,�J � e °�ta4NOt l SQ��\O ��Ut Pc�OO° caPa°°y / ares5 (�G F`° �� p�A v� p `O° PN Foal �4aE° date lei e vour Tha e ,B pI�G CITY OF A /.Vcb BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. — . LOCATION Street Address:-_12--IZ�� OF Intersecting Streets: Between And BUILDING � '� Sub-division 11. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attac4d plans and specifications which are a part hereof anc in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical McGowan r s Heating & Air– Contractors Contractor (Print) Cond. Inc. Mester CACO-18970 Name of M-48 Property Owner `e N U Signature of Owner Signature of or Authorized Agent &'eL'z Architect or Engineer 111• GENERAL INFORMATION A. Type of Meting fuel: F3• IS OTHER CONSTRUCTION BEING DONE ON Elocmc THIS BUILDING OR SITE? Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION p 13 OilIF _ 3 7� /7 ❑ Other — Specify IV. MECFUNICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on beck of this form) Residential or ❑ , Commercial Heat ❑ Space ❑ Recessed /111 Control O Floor New Building Air Condrtfening: ❑ Ro r Control �QQ ❑ Existing Building (3 Duct System: Materia Thickness x' ❑ Replacement of existing system Maximum opacify e.f.m. New Installation(No system previously Installed) ❑ Refrigeration ❑ Extension or add-on to existing system (3 Cooling tower: Capacity g pars. ❑ Other — Specify ❑ Fire sprinklers: Number of heads Q Elleveter ❑ Menlift ❑ Escalator (number) THIS SPACE POR OFFICE USE ONLY Q :6adine pumf� (number) (Reeeiwd) A. Te116 (number) Remarks 13 LPG conteinis (number) Unfired pressure vestal O Foden Pormil' Approved by Dafe Q Other — Specify Permit Fee_., LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT G'sp� Number Unttt Description Model Number Manufacturer (Tons) �� , Z /o r 1 t PSA-8844 019PARTMENT OF BU#LOINGt OITY OF ATLANTIC'SOO 717I I j PERMIT INFORMATION LOCATION, INFORNAT'lOIC 1 Permit Number , 1.37`11 Addre4z, 11441 J"AS11W $T0M'' 1 Permit Type:PLUMB ITO, : 0110RIDA 321131 ',l iss cit, Werk:NEW LVii►°DE CRIPTroN Const r . TY'Pe to QI D FRAME ',ME BI de 24 Lot.I ' wP,; Proposed Use:SINGLE FAMILY Sectlion: ,, 0 Est , .Value: 0.,00 Improv. Coj, , 0 .0'a Total F, y� r 75 441f R AT tG�Cil t3 P so 1 Date ' " w7 .lr iv Iyv ,w � � y A YfNO IONAP'PL,I CA i' 'RJ f' Nam � P�: " PC?RATION_ PERMIT 53.50:,, iddr L OHIWAY #14IDA 32 ; en= P c�rl1 � 7 i. C, jmAI 0-MAT I Olt-; N�m�, ,FDON ,N=AIS �£�Iw� IItIN�°' s ' , Addr : 4029 BL O I3'IA. pN FLA.'. 3 210 L Bp ! / # NOTES`' i j NOTICE—ALL C©NCIiETE F+1,>RMS AND FOOTINGS MUST"PE t1iSPEaCTg0BEFORE t�UR +t6�f PERMIT VOID SIX MONTHS AFTER DATE OF i$%)E BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT'BE PLACED IN PUBLIC,,W- UST ISE I CLEARED UP AND HAULED AWAY-ByfITHtR CONTRACTOR OR OWNER" : "FAILURE T ?WOLYWITHTHE MECHAUJOW LIIEW THE PROPERTYtWNER PAYING TWtCE.1= I M ISSUED ACCORDING TO APPROVEID PLANS WHICH ARE PART OF THIS ITxA r� YIOI ATION OF APPLICABLE PROV tiONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT 8if ,_ CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: Tom. BUILDING CONTRACTOR:_ - � � PLUMBING CONTRACTOR _D'OONN HARRIS PLUMR-!Nr, ro AND ADDRESS: P. 0. BOX 14663 1 a A TELEPHONE NUMBER: (904) 772-0900 C F C - ® 1 9 1 9 `E STATE LICENSE NO: r TYPE OF BUILDING: �ct TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED f SINKS _ SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS -_.!URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OT8 TOTAL FIXTURE COUNT: s $3.50 + $15.00 = $ -- - ------------------------------------------------I------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION+OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5825 CITY OF ATLANTIC BEACH, FLORIDA Approyodby APPLICATION FOR ELECTRICAL PERMIT l TO THE CHIEF ELECTRICAL INSPECTOR: DATE:-q 3 19CM IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. tb 1 EC-00017.13 Mun3on and Bryan Electric Co. — — ELECTRICAL FIRM: MA§ ELEQ1 NAME Pu��e r 'AD /L4 �0.sm I h�-�` RFD BOX BLDG.SIZE h C� 2 �0.e/►'�l �y BETWEEN: S f a Z�2' RES. APT. ( ) COMM. ( 1 PUBLIC ( 1 INDUS. ( ) NEW ( ! OLD ( 1 REW. l 1 ADDITION ( ) TRAILER I ) TEMP. ( 1 SIGNS ( ) SQ. FT. SERVICE: NEW p+- INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER I ALUM. a� SWITCH OR RE KER ISO AMPS PH 3 W 940 VOLT Cc k4RACEWAY — EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT &M.V. FIXED 0.100 AMPS. I OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT /a57 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS 1 M. 1 DEPARTMENT OF BUIOXNG CITY OF ATLANTIC 8tA(H 77 - ALOCA "3 ON I NFMATI ON, --7:1 Permit Numbei , 13 57 5,, Address ' 149 ASM INE 6`19EzT TY : I1I I I1' ATLANTIC BEACH ' FLORIDA!`322 3- � " N o rk:NF.kt LEGAL DESCRIPTION - Cvonstr. 'Type:!WOOD F` Bloc 249 Lot: 1 _ Twp: " � ? Proposed, Use. SINGLE FAMILY Section;: - Q Subd: Dwellings: 0. Subdivision SECTION H Est . Value: 0 .00 Improv. Cost • 4?»$S10.00 tot a 3 , 465..94 Am 04-4t 140mz ER PLANS 14SE 10111,-11" � ,T��a +t' inn T tIm t 3. ...,..«..,.. ''#,4 •,' ar ,, ,,:�„ : ,°+ask., ,.. FIL `.6 xt#s Q' Jii` i'a`�„"' Name. ION kT ., Am drSit. ;" ' 10H AY #14WATER I 'TFEE 410.'00 ' . IDA 322 ZION OAS "'11 5 20 i Oi+IA 'I( RA3tli CAA Name PUS E II CO, `I' 9 "API TAJ4..1), ROVE. u, 32-5,00 ? Ad4r ` ryy ,y �'+ fir+ T 000 1 +JACKSONPLbkxD' A 32256 » CCNINECT- 00 T� P: 00 Ik`A 'T + 90 " T OIYaT.SSJtIAOE4 . 931 Nt)T t NOtICE-ALL CONCRETE FORMS AND FOOTINGS MUST 8E,INSP"D BEF10RE iOIIRlN�i, PERMIT VOID SIX MONTHS AFTER HATE OF ISSUE l SUILDING MATERIAL;RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACE,fl,IN;PUBL'f SPADE,AND MUST BI~ CLEARED UP 6lND`HAULED AWAY SY,,tiTHER CONTRACTOR OR`OWNoR 1 PC T ' � tPERTY C)WIE1 . ►AY1NG TWICE Ft?R U +1 'I; IP1► i" .5. � ; ` i 4D ACCORQING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT ANCA"S!lBJECT TIS RFZ1tt?CA1°IQN FOR OF APOLICABLEPAQVIS16NS&LAIN. ape ratoi t Jt NiI�1� l Tta payaent .. 1 ATLANTIC BEACH BUILDING DEPARTMENT " gy: i CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address I:A-S Af I N t Date Heated Sauare Footage 104TY @ $ 00 per sq ft = $ Y.2 (O arag Shed 5-3 @ $ ( .44 per sq ft = $ Y4 `f Carport/ orc 0 @ S / •00 per sq ft = $ 34(0 Deck 0 @ $ O per sq ft = S d Patio A @ S Oa per sa ft = 0 TOTAL VALUATION : S L FPOda 4.1 Total —aluation 1st $ /OmO -- C/ D �3S'. o0 S -3S',do Remaining -Value $ -. aper thousand Aportion thereof TOTAL BUILDING FEE + 1/ 2- Filing Fee ( f ) Fireplaces @ $15 . 00 $ / 37- 00 BUILDING PERMIT FEE $ 32 0 , Dfl WATER IMPACT FEE $ S/ !© . 00 SEWER IMPACT FEE $ >. S"O . 0 0 WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP S D (1091f ) RADON (HRS) . 0050 S -. zo z 7 SECTION H PAVING t) . 0 0 HYDRAULIC SHARES CROSS CONNECTION $ - 0 O VOIL() SURCHARGE . 0050 S S' OTHER $ - GRAND TOTAL DUE $ 3 . q(Q 9 ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; Swimmingpool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ?ERTi DESCRIPTION r� // j�t`(ll�ttCC !UC'C1Cl - r�,,ia:lliQ Lot •___1---Block R_e)7 C RECEIVEDC Bl5-4 tINOt.N:RUab„�__Section y________ Bl?ACt{.FLORU)A 3_t-t-:.ts: 1 TELEPHONE(901)247-5800 � --------- �--------'=___�-_ FAX(904)247-5805 A-4 MAR b997 City of Atlantic Beach Street name or Address:___ ��_`l_ ____J BuildineW:E1Wflat= woRx If in a FLOOD HAZARD Flood Zone:--------------area complete page 3. Brief Single Family Dwelling Description: _ Class of Work: (Nov/Remodel/Addition) New ZONING INFORMATION Type of Construction:_ Zoning _ Proposed District: PUD _ Uses Single Family Residence Estimated Value 02C. Exceptions or Materiala: �Sprucei Pinel Furz_S_ Pine Variances Granted: --------- ---------------------- ___ Solid or Filled Ground:_F111jetj......Roof:_$•hjUgjpa__ OWNER INFORMATION Method of Heating:__F.1 QQLLlg______-_ Property Ovner: Pulte_Home Corporation _______________ Phone:_ 733-_7300 -- __-_ _Li. Mailing - Address1-4---------------- ____ Jacksonville, Fl.- Zi 32256 CONTRACTOR INFORMATION Contractors Pulte Home �orporatoPhone• 733-7300 Mailing ------------ --- ------ •-------------- Addrepa%__ A()R) phi 1 l�n� �, 12_21ivi:L e j Fly_____-« Zip: 32256_-- ------ License Numbers Expiratio%-31-98 CG-C057891 Dates_____________- I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO 0£ TRUE { AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS.TYPE OF WORK vILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THC GRANTING OF A PERMIT DOES NOT PRESUME TO =]1^Yl iYK►,� GIVE AUTHORITY TO VIOLATC OR CANCEL THE PROVISIONS OF ANY FEDERAL. STATE OR LOCAL RULES. ��r�: �• REOULATIONS4 ORDINANCES, OR LAWS IH ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR Tif£ •,J,,, PERFORMANCC OF CONSTRUCTION.OF THE PROJECT. I UNDERSTAND THAT THC ISSUANCE OF THIS PLRSIT IS CONTINGENT UPON THE ABOVC INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AMC SUPPORTING i�lIJ� DATA HAVC.BEER OR SHALL CE PRO DEC AS REQUIRED. q Ovner Signature ~ Date l Contractor SiQnatura ___ _______ ate____--_`r� t,•)�C ---------- CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH {TATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET. LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) 12- WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) - URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) t LAVATORY (1) COMBINATION SINK AND TRAY (3) r WASHING MACHINE (3) POT. SCULLERY SINK (4) _DISHWASHER (2) 1- WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KIT SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) -BIDET (�) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY. BARBER/BEAUTY _ICE MAKER (1/2) . S SHOP (2) SURGEONS SINK (3) LAVATORY. SURGEONS (2) JACUZZI (2) 0 URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS �.S/ a $20.00 EACH $ Z/f0. 00 JOB INFORMATION I)epart.morit of Communit.y Affairs SN : 7116 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUC17ON FORM 600A-93 1,-R'(-.,siden-tj.a1 Whole Rt.iilding Performance Method A NORTH PROJECT NAME: 1094 : 13UTLDER: N F C AND ADT CLIMATE 01a1-*V.f CE : D,�., ' ZONE: 1 2 :.,-, : 3 OWNER: VF,`RM1F NO ./-3J JURTST)7CT7.0N NO. Parz 14 CK 1 . New cons-truct.i.on or addition 1 . New Construction 2 . Single famiy..1detached or Mul -tifamily attached 2 . S i n.g] e-F a m i.l Y 3 . If Multifamily-No . of unit.s 3 . 0 4 . If. Multifamily-, -is th.-.L.S a WOrSl. caso 4 . 5 . Conditioned floor area ( sq . ft . ) 5 . 1094 . 00 6 . Predominant eave overhang ( :f,*t, . ) 6 . 1 . 33 7 . Porch overhang length. ( ft . ) 7 . 0 . 00 8 . Glass area and type : Single Pane Doubler Farie a . Clear Glass 8a . 98 . 0 s(--Tf t 0 . 0 0 s q-f t b . Ti.n t , fi.I m o r s o 1.a r screen. 8b . O . Osqft. 0 . 005c f t 9 . Floor type and insulation : a . Slab on grade (R-value , perimeter ) 9a . R= 0 . 00 , 163 . 00 ft 10 .Net Wall. type area and insulation : a . Exterior : 2 . Wood frame (J.nsulat :ion R-valkie) 10a-2 R= 11 . 00 , 923 . 0 0 s qf t., b . Adjacent : 2 . Wood frame (Insulation R-value) 10b-2 R=11 . 00 , 2 3 8 . 0 0 s q f 1. 11 Ceiling ty-pe area and insulation : a . Under attic ( In.stalation. R-value) I1a . R=19 . 00 62 . 00s,ift -------- a . Undor attic (Tnsulat -ion Rvalue ) 11a . R=30 . 00 1102 . 00s(TFt 12 .Air distribution systems a . Ducts ( Insulation + Location) 12a . R= 6 . 00 tincorid. 13 .Cooling system 13 . Type : Central A/C SEER- 10 , 00 14 .11eating System : 14 , Ty-pe : Heat Pump HSPF: 7 . 00 15 .Hot water. system: 15 . Type : Electric EF : 0 . 92 16 .Hot. Water Credits : (HR--Heat: R(-!covery , 16 . DHP-Dedicated Heat Pump) 17 . Infiltration practice : 1 , 2 or 3 17 . 2 18 .HVAC Credits (CF-Ceiling Fan , CV.-Cross veni. , 18 . HF-Whole house far) , R11-Attic radiant barrier , MZ-Multizone) 19 .EP'[ (m-ust. not exceed 100 points ) 19 . 96 . 85 a . Total. As-Built points 19a . 23182 . 52 b . Total Base points 19b . 23936 . 96 ----------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and -s-ppcifications specifications covered by I-.his calcu- covered by this calculation indicates lation are in compli.ance with the compliance with the Florida Fn(--,rgy Florida Energy C d Code . Before construction -is com�,-.)l(-.,!ted this building will. be inspected -for PREPARED 1R1`Y:_:A_ compliance in accordance with Sect-, iori DATE: 553 . 908 F . S . I hereby certify that this building is in compliance with the Florida Energy Code . OWNER/AGENT: LL cto- - BUILD'I'NG OFFICIAL:., --kc(a- 4 DATE: DATE: SUMMER CALCULATIONS / IKK•+I1�II A/�i / ��]4�A�/Y�K��M.A%��%4�%r R�%4 K�\K K A/L!4%4�6%�i IY%\�P I %4%�%Y I�.%�!f h It l�iY/4�IY A%k%�lY�I\/may.%\fM/Y%Y I4%CX%y nh 9�ia i'\'f\4� BAS}?, =_= AS-BUILT GLASS•--.____.___.-____.-____ ORIEN AREA x BSPM = POINTS TYPE SC:; ORIEN AREA x SPM x SOF -_ POINTS -------------------------------------- ------------------------ ------------------- N 15 . 00 65 . 8 907 . 0 'iCL CLE N 15 . 0 40 . 7 . 90 548 . 9 E 29 . 00 65 . 8 1900 . 2 SC;L., Cl,R F 15 . 0 84 . 9 . 88 1 1 19 . 1 SC3111 CLI? h; 1 4 . 0 84 . 9 35 887 . 8 S 54 . 00 65 . 8 3553 . 2 SC L C;LR K 20 . 0 73 . 2 . 84 1223 . (.) SC L, (,,LR S 34 . 0 73 . 2 . 89 `'.:223 . -------------------------------------------------------------------------------- . 1 `'.i x COND . FLOOR / TOTAL GLASS = ADJ. x GLASS == ADJ CLASS GLASS S AREA AREA FACTOR'f OR POIN I`S POINTS POINTS ----------------------------------------------------------------------- - -------- . 1 5 1 , 094 . 00 98 . 00 1 . 674 6 , 44K40 10 , 797 . 73 6 , 00? . 1 9 NON GLASS------------ AREA x BS:PM = POINTS I'YP ? R-VALUE AREA c SPM POINT ------------------------------------- ----------------------- --------------------- WA]E.,I,c7._________________ Ext, 923 . 0 9 830 . 7 F';,,_t: Word Frame 1 1 . 0 923 . 0 1 . 70 1 569 . 1 Ad j 238 . 0 . 7 166 . 6 ; Ad j Woad Frame 1 1 . 0 238 . 0 . 70 1 66 , 6 DOORS..____.__.____._._____ Ext: 20 . 0 6 . 1 122 . 0 I?x.t. Ix7sulaxwd.. 20 . 0 4 . 10 0 . 0 Adj 18 . 0 2 . 4 43 . 2 Adj Insulated 18 . 0 1 . 60 23 . 0 CEILINGS- -._..__..___.__.___.._ UA 1094 , 0 6 656 . 4 ; Und a„ .Attie 30 . 0 1 1 02 . 0 . 60 661 . 2 t1ndor At 11_c:, 19 . 0 62 . 0 1 . 10 FLOORS__________..___._._._ S'lk1 163 . 0 -37 . 0 -6031 . 0 Slab-on -Grade . 0 163 . 0 --41 . 20 -_6715 .6 INFILTRATION------------- 1094 . 0 8 . 0 8752 . 0 Practice #2 10.94 . 0 3 . 00 175? . 0 TOTAL SUMMER POINTS 15 , 337 . 68 10 , 614 . 49 TOTAL x SYS'T'EM = COOLING TOTAL x CAP x DUCT x SYSTEM :x CREDIT = COOLIN(,' SUM PTS MUI.,T POINTS COMPON RATIO MULT MULL MUL,'T' POINTS --------------------------------- ------------------------------------------------ 15 , 337 . 68 . 37 5 , 674 . 94 ; 10 , 61V49 1 . 00 1 , 070 . 340 1 . 000 1 . 861 . 55 t ,y W fNTRR CALCULATIONS I1�3C'lC iG/�C'1G�C'k.'iC 3G 3C'�C/�C 3C'3C'iC'1C 7'G"IC 3C n"�".n'�G iC'w"�C n iC'�C ii iC;�C iC iC n"s'G n n':C iC iC iw'iC iC iC iC n is iC iC�:n'�C,re�C iC sC i'ti.iC iC iC n n n iC n n n iC iC'n G sC n iC'�G r:n - -= BASE =-- _: AS-BUILT OR:IEN AREA x BWPM = POINTS TYPE SC EjR1:EN AREA x WPM x: WOE POINTS --------------------------------- -------------------------------------- ----------- N 15 . 00 -10 . 6 - 159 . 0 SCE CLR N 15 . 0 13 . 8 1 . 09 225 . 8 E 29 . 00 --10 . 6 -307 . 4 SGS, CLR E 15 . 0 --3 . 8 . 27 _ 15 . 2 SGL Fal_S E 14 . 0 3 . 8 - . 50 `6 . s S 54 . 00 -10 . 6 •-572 . 4 SGR, C,l,;I? S 20 . 0 ...24 . 0 . 90 _..4 31 . 1 SCL CIA? S 34 . 0 -24 . 0 . 94 --767 . 0 --------------------------------------- --------------------------------- - -- ----- . 1 5 x COND. FLOOR / TOTAL CLASS ,,:: t"t17,.;P . x GLASS _ ADJ GLASS ; GLASS SS AREA AREA FACTOR POINTS POINTS POTNT,1-4 -------------------------------- --- -------------- ------------------------ ---- - ---- . 1 5 1 , 094 . 00 98 . 00 1 . 674 .. 1 , 0;38 . 80 -1 , 739 . 46 -960 . 74 NON GLASS-_..-----_.----_ AREA x BWPM =- POINTS I'Y R'F R VALUE AREA x WPM. =- POINTS --------------------------- ----- - ---- - ------------------------------------------- WALLS---___.....--..___-..__,_._.- £,'xt: 923 . 0 2 . 2 2030 . 6 EK Wood Frame 11 . 0 923 . 0 3 . 70 3415 . 1 Add 23€3 . 0 3 . 6 856 . 8 ; Adj Wood Frame 1 1 . 0 238 . 0 3 . 60 856 . 8 DOORS---------------- Ext 20 . 0 12 . 3 246 . 0 Fxis Insulstt:ed 20 . 0 8 . 40 163 . 0 Add 18 . 0 11 . 5 207 . 0 Ad j Insulated 18 . 0 8 . 00 144 . 0 CEILINGS------------- UA .-,---.---._ - --- UA 1094 . 0 1 . 2 1312 . 8 Urt¢aor At t le 30 . 0 1 1 02 . 0 1 . 20 1322 . 4 Under Alth,, 19 . 0 62 . 0 2 . 00 124 . 0 FLOORS---____,-__.___-.-_.-.-._.. Slh 163 . 0 8 . 9 1450 . 7 S l b- on ..( r adv. . 0 163 . 0 18 . 80 3064 . 4 INFILTRATION----------. 1094 . 0 7 . 4 8095 . 6 l:'u-;:tc da.;e #2 1094 . 0 7 . 40 8095 .4 TOTAL WINTER .POI.NTS 12 ,460 . 04 TOTAL x SYSTEM = HEATI.NG TOTAL x CAI' x DUCT x SYSTEM x CREDIT = 11EA TIN`, WIN PTS MULT POINTS COMPON RA.'1T:I O MULL MT..)Y.,'I MULT PO N"(TS --------------------------------- --- ---- ----------------------------------- ------ 1 2 , 460 . 04 . 55 6 , 853 . 02 ; 16 , 229 , 56 1 . 00 1 . 070 484 1 . 000 8 , 404 , 96 'IC'**��JiC�"1C'IC'fC4t"IC'�,3C^ICaiG/aC`I1"ICBG'�C'3c�CJif9KA�KAIKi,�'3KAiK.K�KAA:rA;:•'��C'�K:,„Arc"I`:iK3Kn�iK�,�,'iC'1K'7'K�,`AAnA/�AA�KJ/C�AAitiK nAiKi: yyy r r J yyy r yJ ya } WATER HEATING A/Y I\�K IK/�♦%K/K IK IK/l K A K%K%K%\A J�K Ak A N/JK.%4�K%K�%M d\K IA%F�\%4 AF%K is IM%K f4 IK IK I�%4 PK IK/Y h I4%K%K IA�K%K IK%k/�F YK%4/\'IY A h%K%4 AY At%K%k I1.K.i1.%Y%4 I:%6 fF�Il BASE NUM OF x MULT = TOTAL TANK VOLUME EF TANK x .ML:LT x CREUTT TOTXI, B EDR.MS RATIO MUL'T" -------------------------------------------------------------------------------- 3 3803 . 0 1 1 , 409 . 00 30 . 92 1 . 000 3638 . 7 1 . 00 10 , 916 . 00 SUMMARY a,.y ,.rl J..y.r..J J J...�i�.J".�.1.Jew Jam.J.a..1 J a.�"s J.J.J J J.J.yK�.a.•� uG+4 J...1K J a.J Q..�.J.a.J.J.� J J..�.a J a r.J.J..J.JI.A.J.J.J.3 a a.s a.J;:K�K,r.J.J.J.i. BASE AS-BUILT /A/F AA I4 AAI.IF A AK IFA/K/4 /F Y/F AY/F K AK IY ♦ K fF I4/K IK f4.PA. \IF K/4 fF I6/ AK I♦AK A F AF A J\/1 k AK f4 /K AK/K%V,fF h fY /A fY f4 K/K IF fK Il F/M a".I4 COOLING HEATING HOT WATER TOTAL COOLINC HEATING HETI' WATER TOTAL T AL POIN'T'S + POINTS + POINTS POINTS POINTS + POINTS INTS P O 1NTS w POINTS ------------------------------------------------------------------------- --- - ---- 5674 . 9 6813 . 0 11409 . 0 23 , 930 . 96 3861 . 6 8405 . 0 10916 . 0 23 , 182 . 52, IA Jk a'Y A 4 IY f I♦IA 1V./K I6/F ;K E,P T 96 . 85 J .. AAiK n:Auw eK iK.K eK iK iK JrK 3K IK nKiK ENERGY COID8 For detailed information of the DPI rating number or for any ITEM listed , ask your DmjIdez for OyI= 96 . 8 DCA Form 60OA-93 or Form 60OB-93 Q 10 20 Z 40 50 60 70 80 90 100 / ,--------------------------------------%-- ' . The maximum allowable EPI is 100 . The lwvver the 8P7 the more effjciem1 the home RESIDENTIAL ENERGY PERFORMANCE RATING SD8E7 }.[EM BK)MB V/\L08 Low Efficiency High Ofriciancy STMGC CLR QBI, 7TN7 WINDOWS . . . . . . . . . . . . . . . . . . . . . Sin8le Clear / ]{-------------------- ' INSUIATIAN . . . . . . . . . . . . . . . . . . R-10 R-?0 Coiling 8-Value . . . . . . . . . 30 . 0 / --------------------X | K-0 R-7 Wall R-l7alue . . . . . . . . . 11 . 0 'U ' --------------------)(' R-0 R- 1q Floor B-VaIup . . . . . . . . . 0 . ) ' X-------------------- ' . . AIR CONDITIONER . . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER . . . . . . . . . . . . . . . . . . . . . TO � ' X-------------------- ` � � ' . HEATING S?/S7,OM. . . . . . . . . . . . . . 6 . 8 QSPP 12 . 0 Electric BSPF . . . . . . . . . . . . 7 . 0 ' 7(-------------------- ' . WATER HEATER . . . . . . . . . . . . . . . . 0 . 88 0 . 96 Electric EF . .. . . . . . . . . . O 9� / ----------y[---------- / . . . / . 0 . 54 0 . 90 Gas Til F . . . . . . . . . . . . . 0 �� ` ---------�----------- ' . . . . 0 . 40 020 Solar EF . . . . . . . . . . . . . / --------------------- ' . / . OTHER FEA70R8B . . . . . . . . . . . . . . ' ' ' ' ' ' ' ` ' ' ` Z certify that these energy saving features required for the Florida Energy Code have been installed in this house . ' Builder Address : S��ma�u�e �_ 4 Dmte �_________�_ City/zip Florida Energy Code for Building ComsLrmction - 1993 Florida Department of Community Af[alro FL-EFL C/\@D93 SERIAL # 7116 Rosmanu0c) WHOLE HOUSE BEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES( c) DATA FTLES ( BASED ON A . C .C . A . MANUAL J - SEVENTH EDITION (c) 1986 by A . C . C . A . ) Project name 1094 Address LOT 5 HIDDEN VALLEY City/state Owner Builder NORTH FLORTUA CLASSIC HVAC contr . McGOWAN' S A/C Cond Flr Area : 1094 SU * GLASS/SF RATIO == 9% * House Faces : East. * Climatic Conditions & Design Conditions * ---------------------------------- - --- ----------------------------------- ----- Geographical Location : Florida I Jacksonville ----------------------------------- ---------------------------------------- - North Latitude / Elevation 30 Dog . / 24 Ft . Above Sea Level Outdoor Winter Dry Bull) 32 Dog . F Indoor Winter Dry Bulb 70 Deg . I,' Winter ( Actual ) Temp .Diff , 38 Deg . F Winter Temp . Diff . (wTd) 1 40 Deg . F Outdoor Summer Dry Bull) 94 Deg . F Outdoor Summer Wet Bulb 77 Deg . F Outdoor Summer Hum . Ratio Gr/Lb 114 Indoor Summer Relaltive Hum . 50% Indoor Summer Design Gr/Lb . 49 Indoor Summer Dry Bull) 75 feg . F Summer Daily Range 19 Dog . F - M Summer (Actual ) Temp .Diff . 19 Deg . F Summer (User Sol ) Temp . Diff . ( sTd) 20 Deg . F ---------------------------------- - --- ------------------------------------ ---- * HEATING SUMMARY * 1234 eDAT * COOLING SUMMARY * SUBTOTAL 21220 , 04 : STRUCTURE SENSIBLE 9825 . 46 MECH . TIENT-- 100 Cfm 2090 . 00 1' STENS . + MECH .VENT 11915 . 40 , TEMP' . SWTNG @ 3 DEG . 1 . 00 ! OCCUPANT/APPLIANCE . 3000 . 00 DUCT LOSS 1061 . 00 ! DUCT CAIN 1491 . 55 TOTAL LOSS/BTUH 22201 . 04 ! TOTAL SENSIBLE 16407 . 01 : TOTAL LATENT 6629 . 56 !' SENSIBLE + LATENT 23036 . 57 20% OVERSIZE FACTOR 4456 . 21 20% SRNS .OVRSZE FTR : 3281 . 40 ACTUAL + 20% OVERSIZE : 14915 . 46 : SENS . + 20% OVERSIZE: 19698 . 41 HTG FTR = 43 . 2 CLG FTR = 22 . 7 : CLG DESIGN CFM 723 . 41 EQUIPMENT SELECTION * Eq T' MANUF CARRIER. CU MOU # 38YCB024-3 AHO MOD # PA4ANP0300 HTC INP/BTUB HTC OUTF/RTUfl AFUE/HSPF 7 TYPE HP SENSIBLE BTUH LATENT BTUH 23800 TTL CLG BTUH 23800 TONAGE 2 (`T)EER 10 CLC CHM 1000 HTC CFM 1000 Florida Rating Systems for Nf.-.,w Residential Build-ings ,aters Name GJL,13FR7' M--F.1LFP Raters CerLification # : 044 Strcet Address : LOT 5 City : 11T.DDEN VALLEY County: No Ccjunty I'nr)ut, C] iiiate Zone : NORTH End Use Fuc�l Costs Site Fnergy E'TICr9Y ScOt'(-� Sit (D Costs S(,or(--! $ MB t u % $ % cooling: .23 . 73 3 . 9 87 92 85 heating: 23 - 73 8 . 5 81 201 85 Lighting: 23 . 73 2 . 5 42 59 "16 misc: 23 . 73 5 . 4 63 127 60 Refrig: 23 . 73 5 . 3 42 126 37 flot11 Water : 23 - 73 12 . 4 40 294 1 . Dryer : 23 . 73 2 . 6 65 61 27 Stove : 23 . 73 2 . 2 65 51 33 Pool : 23 . 73 . io . 0 0 0 0 TOTALS 42 . 6 69 loll 55 Estimated Annual Site Energy, Use = 42 . 62 MB01S Estimated Annual. Purchased Energy Cost $ = 1011 . 41 Total Energy Rating (Energy- Scc,rc ) 68 . 12 Total Cost Rating (Cost Score) = 54 . 51 Rat. ing R�:tnge Low Use LOW Cess ff i.g h Uses fli g h ("o S t MB-tu $ M.11 t u $ Cooling: 113 28 21 . 0 467 Hcating: 1 . 8 39 37 .6 502 Lighting: 0 . 7 17 3 . 7 83 Misc : 1 . 2 28 12 . 4 277 Refrig . : 1 . 4 30 8 . 2 182 Hot Water : 1 . 1 11 20 . 0 339 Dryer : 2 . 1 20 3 . 4 76 stove : 1 . 8 17 2 . 9 69 Pool : 0 . 0 0 0 . 0 0 TOTALS 11 . 4 190 109 . 3 1996 WNER/AGENT--- .. RATER ----------------- -.......... ...... DATE DATE ---------- ................ MAP SHOWING PLOT PLAN OF LOT 1, BLOCK 2499 AS SHOWN ON MAP OF SEC1ION "H" ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: NORTH FLORIDA CLASSIC HOMES BEARING REFERENCE: N 01'22' W FOR RIGHT-OF-WAY UNE OF MAIN STREET PER ABOVE MENTIONED PLAT. NOTE: ELEVATIONS SHOWN THUS: 8.8 AND REFER TO NATIONAL GEODETIC VERTICAL DATUM OF 1929. LOCATED ALL TREES NTH A 6* DIAMETER OR LARGER. TREE LEGEND: o,4 v ,t O OAK JASMINE STREET (50' R/W) 0 DOUBLE OAK PINE S01' '00"E 8' O 6" QIV Q N � E) 6" 7'0 20' R.LIP 6" II,to7'' 6-�M o 9' t� r -3 w W .r I N (I1.$) I • cp N 0. 9 m g 7"� Q 7 \i 00 = • Lo I 11 3 r 'd O u 7 Q 06' co � � N 1 r r 0 Lf)(0 0 pi,,4N 1 o94-A- 7 o O J Q 6 � J 0 00 (FF Ei.. 1�� m Z z 6x � o •b 10• 2 to 6 fY 06. 7• AI� 2 B.R.L.ED PAT+0 6- 6• O 6"(D O W B L 0 C K . 18„ 2 4 9 6" J 0l.5� 54.09' PROTEc rc-D TREES S01"22'00"E TO BE RCFMOVED - (NONE) LOT 2 LOT 1 ,4005 B L O C K 2 4 8 O ,k � �, CITY OF Guo SEMINOLE ROAD XFL. NTIC I3E:1CIf. FLORID,\:;22:,:,-5445 TELEPHONE,904) 217-5,600 @--LYi9o4k '_'�T-5�[)5 SCNCOM �;-32-:)800 NOTICE TO: Water Department FROM: Building Department DATE: -7-9 -97 Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address Sincerely, Building Department - r �7 DA T E : / PRZ-SERVICE, DIVISION JACKSONVII LE ELECTRIC AUTH(.jhT11Y yj:. WEST DUVAL STREET JACKSONVILLE, FLORIDA iL. OL THE FOLLOWING FINAL INSPECTION c .-' ) HAVE :3L-EN i1ADE: AN;' :�ATI�F ACTORY ------ -------------------------------------------------- ------------------------------------------------- -- -- Enclosed are the blue copies of the permits. SlINCERELY, BUILDING INSPECTION DIVISION! cc : FILE r CITY OF ATLANTIC BEACH TREE REMOVAL. APPLICATION All mRI;jlgWlqnq Must be received by 5 P.M. on the MONDAY prior to the scheduled Mggtind in order to be placed on the agenda for eons(deration, -INCOMPLETE APPLICANT NAME ADDRESS TE HONE 'e Y--E c)V 2. Lor 1 8[.ocK 249, 5EC7to&) "14 " - A no4m rcc 5e-,4c44 ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: AMA- 4. SP CIFY TREES PROPOSED FOR REM ALA FOLLOWS: NUMBER SPECIES DIAMETER (DSH) CONDITION 9 OAK ^7 8„ 5. TOTAL NUMBER OF TREES TO BE REMOVED: 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: -7? S. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c)Tree protection zones as applicable d) Location. DBH and species of all trees with a DBH of six inches or greater e) Location, OBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a 1W h)All existing and new trees proposed to be used for mitigation clearly marked with brackets `C ]' 1) Location of utilities, easements'and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY_ M SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11. 1NCO 1FTE APPLICATIONS WILL NOT OF PROCESSED, 1 HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLAWIC BEACH: P . CASIGNATURE DATE ��71/ ✓ ERS IGNATURE DATE APPROVED : MAP SHOWING PLOT PLAN OF LOT 1, BLOCK 249, AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: NORTH FLORIDA CLASSIC HOMES BEARING REFERENCE: N 01W W FOR RIGHT-OF-WAY LINE OF MAIN STREET PER ABOVE MENTIONED PLAT. NOTE: ELEVATIONS SHOWN THUS: 8.8 AND REFER TO NATIONAL GEODETIC VERTICAL DATUM OF 1929. LOCATED ALL. TREES WITH A 8• DIAMETER OR LARGER. r-p,ST/MG 045VArMAIS .5140mlt/ r14Ux": (in,o) TREE LEGEND: O OAK � JASMINE STREET (50' DOUBLE OAK R/W) PINE --- S01*2VOO"E SrvAt•t f B.�) .47' 'a'.�-•Cg•3> 0 60 N IV 0 tk y' a � G 6• O e• �•O 20' R.L 33'_ ll.l0'1'n 11. _ 6,j0 3 W �^a .i I N 411.4) � • � � •. � 0 N 9 M g'�y 7 O 0 7• u 0 co _ �j w O in l 11` 3 7.0• • 0p to O v t r 06 c �h F— 0 N 7•� O • 0 0 P44N 1094-A- 7•� � J 00 Q0 I �• �°' Z Z 6 o Q 2[a 6•b 0 6,D• x�• ASC J • 2 B.R.L. PATIO 6• 6• 0 •O 0 W 6 B L 0 C K • 18• .J 54.09' PROrECr&D TREES E S01 022'00"E TO BR451K ✓ED - (AtOA(E) L 0 T 2 L 0 T 1 8 L 0 C K 2 4 8 CITY OF ATLANTIC BEACH TREE REMOVAL. APPLICATION All eQpjjCtiR0.j Must babe received by 6 P.M. on the MQNDAY prior to the scheduled T mogtUnd In order to be nyamd.Qn th� agenda for consideration. .INCOMPLETE ,APPLICATIONS WILL NOT 13E PROCESSED. 1. GM &t tonWA�4AY:i 3- 3� APPLICANT NAME ADDRESS ff HONE Y-1 2. LoT l , Bc.ocK 249, 5E07aw '`N „ - AT`Aurtc Bc4c44 ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: 4. SP CIFY TREES PROPOSED FOR REM ALA FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION 9 OAK (2.). 10" 5. TOTAL NUMBER OF TREES TO 81= REMOVED: 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: -7-7 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: f NUMBER SPECIES DIAMETER (DBH) IVxvmRaw 6 1997 City ot Atlantic: Beach Bullding and Zoning .., i r^nn n.r nn . F_• � n- 1r)_I rnnf I H' ' nAI 1', 1 V'10 -11 N 1-1NU I I T1 !it r S. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c)Tree protection tones as applicable d) Location. DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of less than six Inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a 'X" h) All existing and new trees proposed to be used for mitigation clearly marked with brackets "[ ]' 1) Location of utilities, easements'and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY_ =SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11, INCOMPI EIE APPLICATIONS WILL NOT BE MOCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: CA S SIGNATURE DATE — ERS IGNATURE DATE APPROVED : TREE CONSERVATION BOARD CHAIRMAN DOTE A nC I Pv7 IAu f'r1Af 1"7 nAI 17 i 1.x'1❑ 11W 11WW I I T1 MAP SHOWING PLOT PLAN OF LOT 1 , BLOCK 249, AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: NORTH FLORIDA CLASSIC HOMES BEARING REFERENCE: N 0172' W FOR RIGHT-OF-WAY UNE OF MAIN STREET PER ABOVE MENTIONED PLAT. NOTE: ELEVATIONS SHOWN THUS: 8.8 AND REFER TO NATIONAL GEODETIC VERTICAL DATUM OF 1929. LOCATED ALL TREES HATH A 8• DIAMETER OR LARGER. riA/& VAr/4A/.S 5140M1.41 ;r/4Z/f.. (ID.0 TREE LEGEND: 10.49)-P---W~ ' fob✓ 'r 31) O OAK JASMIxZ� STREET (50, 0 DOUBLE OAK NR/W) p PINE S01' '00"E .__._ SWAS B,�) .47' 5waL1�--f�.3) O s' X 7•p 20' R.P 8• 1 l.lo'i' I) • 9' cc l � 3 w W Cil.4) r O N It w d to 6 7"� O 7• ~ OD Lo u O • Lo w 0 0 3 7"O • C0 ti Og ►- N " 1 `� 7"Q d b' 1 O - 0 � o PIAN ro94-A 7.0 �; s •—/y� J Jm w z (FF u, 1%.) Z C� • s o O 10 2°l7" A 1� Q 8• 2 B.R.L. PAT 10 s• g• 0 VE) O W B L 0 C K Ole., 2 4 9 'e• .J C►��'�� (11,2} 54.09' PROTEC rC-D 7-RC—E!5 S01*22'00"E r0 BE RC-Mo✓EQ - (NWE) "AII trees to remain must be barricaded LOT 2 LOT i a minimum of 5 ft.from the trunk of each o v r) A 2 tree. Barricades must be installed BEFORE PSR484415941 K DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH i PP*' MIT S iN FORMATION _ . .. _ .- LOCATION ;INFORMATION Permit Number: 15941 Address . 1497 JASMINE STREET 4 Permit 'Type:FENCE ATLANTIC BEACH . FLORIDA 32233 Class of Work a NEW LL70AL DESCRIPTION con tr,:,Type:&FOOD FRAME Block: 249 Lot ,. 1 Twp. � Proposed Use: SINGLE FAMILY Section: D Subd Rng. � I Dwellings : 0 S bdivi ion' SECTION H Est . Value: O k 00 i Improv. Cast': 3W SIO Total Fees : 10, 00 � Amount 10 .00 Datt 4r1S 1 },, fix, PLANS D� roEi6 PLAL7t7 aagg fi I APPLICATION.. :. 'CG. ---------- - TION, . . , .iIOL 10 ,00 z ;x Addr .m� a�I'REET �Rp y B� FLORIDA 32 2 ° y � '" C A, FORMATION Name: P12 N e Add LiY Exp: f Ty 7 �, � a® NOTES: NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION i j BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE I CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR,OR OWNER "FAILURE TO COMPLY WITH TH,E MECHANICS.' LIED LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS " ; r ISSUED ACCORDINGTO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR ' 1 LATiON OFAPPLICABLEPROVISION$OF LAIN. I+1, AGA in Gap Dates BVIII. ATLANTIC BEACH BUILDING DEPARTMENT 81�113"22188� � By: APPLICATION FOR FENCE PERMIT I �J,4z�-% Phone Q-46- 44 -7 Owners Name� f/Q,e.l� z- Jok.Address L3 22 3 3 Lot-1—Block and/or Unit # Z'"q Subdivision ///V Contractor if different from owner Vatua#ian offence $ 3 �S Corner or interior_Lot �2 Type of Construction /,y00D Show location and height of fence as well as location of street(s). Owner Signatu r ' Date Contractor Signature Date U OF 1 . CO F MAP SHOWING BOUNDARY SURVEY OF LOT to BLOCK 249, AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: PULTE NOME C4VPoaArJ0A1 BEARING REFERENCE. N 01'22' W FOR RIGHT-OF-WAY LINE OF JASMIK STREET PER ABOVE MENTIONED PLAT. ELEVATIONS ARE SHOWN THUS 9.6 AND REFER TO NATIONAL GEODE-11C VERTICAL DATUM. ` 1,talOW "too motes' vt*aM JASMINE STREET (50' R/W) S01`22'00"E 63.47' 0.5 NAY°�0.6. WLY. a r` Q w ��:• tD VJ w Q �./ N 0• ±` fA > p � 1n � n1 w F Vfib t} N+ 0 Q 3 o O 4 �U) 00 r y v, ra 00 co 00 # "' � 2 z 0 z ll . 3' xg - 64 3 x covc LJ • . . CO,Jt, �/C Ad L 0 T """1 B L 0 C K 2 4 8 (CAP ILLEGIBLE) LS 1674 0.9' "LY. k 0.6' WLY. 1 (55.05' BY PLAT) --� 4 Soi 22,o0"E �.4' 4�o�,G��,�� L O T 2 L 0 T t 9 L 0 C K 2 4 8