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151 Club Drive PERMITS FOLDERPREPARED 2/24/10, 16:31:31 INSPECTION TICKET PAGE 5 CITY OF ATLANTIC BEACH INSPECTOR: MIKE JONES DATE 2/25/10 ---------- ----------------- -------- -------------- ---------------------- ADDRESS : 151 CLUB DR SUBDIV: CONTRACTOR CUSTOM HOMES BY BRYAN LENDRY PHONE : (904) 992-2100 OWNER ULRICH PHONE PARCEL 170246-0000- - APPL NUMBER: 09-00000895 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PHRMIT: HLBC 00 HLHCTRICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 20 O1 8/12/09 MJ ELECTRICAL TEMP POLE TZME: 17:00 B/12/09 AP am appt frank 207 1306 24 O1 12/09/09 MJ ELECTRICAL EARLY POWER TIME: 17:00 12/09/09 AP AND METER CAN PLS CALL H-4 GOING OUT FRANK AT 207 1306 meter can.JEA. 23 O1 2/25/10 MJ ELECTRICAL FINAL TIME: 13:00 PM - --------------------------------------- PSRMIT: HLHC O1 HLHCTRICAL PERMIT SUB: STEWART ELECTRICAL (904)268-1818 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 22 O1 10/20/09 MJ ELECTRICAL ROUGH-IN/COVER UP TIME: 17:00 10/20/09 DP FRANK 207 1306 PM APPT EXHAUST FAN ON BACKORDER No plans on site. 22 02 10/21/09 MJ ELECTRICAL ROUGH-IN/COVER UP TIME: 17:00 10/21/09 DP 1) Fire caulk fire stop penetrations through out entire house. 2) Stud gaurds needed inseveral places. 22 03 10/26/09 MJ ELECTRICAL ROUGH-IN/COVER UP TIME: 17:00 10/26/09 AP 23 O1 2/25/10 MJ ELECTRICAL FINAL TIME: 13:00 PM --------------------------------------------------------------------------- PERMIT: MCHG 00 MECHANICAL GAS PIPE PERMIT SUB: SAWYER GAS COMPANY (904)246-6471 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 33 O1 10/21/09 MJ MECHANICAL GAS ROUGH-IN TIME: 17:00 10/21/09 AP 35 O1 2/25/10 MJ MECHANICAL GAS FINAL TIME: 13:00 PM - ----------------------------------------------------------------------- PHRMIT. MBCH 00 MHCHANICAL HVAC PERMIT SUB: HWK MECHANICAL INC REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 32 O1 10/14/09 MJ MECHANICAL A/C ROUGH-IN TIME: 17:00 10/14/09 CA WES 241 8330 PM APPT 32 02 10/21/09 MJ MECHANICAL A/C ROUGH-IN TIME: 13:00 10/21/09 DA mech rough PM inspection Bryan 545-8803 1) flex supply to #1 bath appears to shorted out by the drop in the adjacent hall. 2) Freon lines penetrating the cmu wall on the north side of the lanai room need to be protectedfrom the contact of the cmus; preferably sleeved. 3) Freon penetration through floor & ceiling membranes need to be sealed. ----------------------------------- CONTINUED ONTO NEXT PAGE ---------------------------------- Qv`~~d ~ra1 ~tn. ~'~~ PREPARED 2/24/10, 16:31:31 INSPECTION TICKET PAGE 6 CITY OF ATLANTIC BEACH INSPECTOR: MIKE JONES DATE 2/25/10 ------ --- ---------------------------------------------------------------------------- ADDRESS : 151 CLUB DR SUBDIV: CONTRACTOR CUSTOM HOMES BY BRYAN LENDRY PHONE (904) 992-2100 OWNER : ULRICH PHONE PARCEL 170246-0000- - APPL NUMBER: 09-00000895 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------ ----------------------------------------------------------------------------------- 32 04 10/26/09 MJ MECHANICAL A/C ROUGH-IN TIME: 17:00 10/26/09 AP 579 3501 WESLEY AM APPT 32 03 10/26/09 MJ MECHANICAL A/C ROUGH-IN TIME: 17:00 10/26/09 AP 34 O1 2/25/10 MJ MECHANICAL A/C FINAL TIME: 13:00 PM ------- ---------------------------------------------------------- PSRMIT: PLBG 00 PLOlIDING PERNIT SUB: NELSONS PLUMBING CO. INC. (904)262-4884 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 41 O1 7/22/09 MJ PLUMBING ROUGH-IN UNDERSEAS TIME: 17:00 7/22/09 DA SCOTT 759 2077 AM APPT Pipes passing through footing or foundation walls. FBC-R P2603.5; sleeve with pipe 2 times larger than the pipe passing through. 1) Water supply at west side of build., 2) DWV & water lines passing through east wall, northern end. 41 02 7/23/09 MJ PLUMBING ROUGH-IN UNDERSEAS TIME: 17:00 7/23/09 AP LISA 262 4884 42 O1 10/21/09 MJ PLUMBING ROUGH-IN (TOP-OUT) TIME: 13:00 10/21/09 CA plumbing top out Tracy 262-4884 pm inspection 42 02 10/22/09 MJ PLUMBING ROUGH-IN (TOP-OUT) TIME: 13:00 10/22/09 AP re inspect plumb top out Lisa 262-4884 PM request 42 03 10/26/09 MJ PLUMBING ROUGH-IN (TOP-OUT) TIME: 17:00 10/26/09 AP 45 O1 2/25/10 MJ PLUMBING FINAL TIME: 13:00 AFTERNOON INSPECTION REQUESTED ------------------------------ ------- COMMENTS AND NOTES ------------------- - ---------------- t CVHpt 1~ ~ ~' ~ !~ ~~ 3 I ~~ I-Il.i, ~o ~~ ~ SHEATHING 7~s' OSgRiNG SHAM` w ~p.113 N AILS ~ ~„ D.G. SEE ARCH 3 _ g MAX) 4„ O.C PLANS ( 2xg RAFTERS @ 2 w 4-12d TO LEDGER TO gEAM~. ATTACH ILS. FASTEN H2.5 TOENA WITH SIMPSON 4x~ SYP #2 gEAMR Y2" x8 LAG SCREW DRILLED HOLES Y~' PRE ROUND WASHER ,.-- WITH ~l ~_ '~ ~\ \ 11 ----~ - __ ~~~ ,~ r ~~ ~~ t ~ ~~ t ~ ii ~ "~ HEX HEAD ---- THRU BOLTS w I HEX NUTS ~ WASHERS ORTANT NOTE VERY IMP BOLTS, NUTS ALL BOLTS, LAG gE STAINLESS AND WASHERS SSON CDNNEC~O~EEL STE ~~ gELRS~300 STAINLESS S SH A ua 0 4x4 SYP#2 P.T. BRACKET FRAMING (TYP .) p,T. LEDGER, ~ ~~ ~'`' ~~ 2x8 TING CMD -'~ TO EX1S S OF Y4' x3'G ,~ u> w~2_ROW ~ 16" O.C~ ~ ~ _~ TAPCONS ~ STAGGERED ,, z' LSTA~ g-TRAP TIE R) SIMPSROMMON WIRE NAILS ~~~5_10d ~ (30 TOTAL) Y~' LAG BOLT IN y~„ PRE_DRILLED HDLES 4 w~ w °- ~_ U ~. ~ c!'3 V .~ v Q c!'~ r- u~ 0 d ~ T NOTE ~ ° VERY IMPORT AN VERIFY CONTRACTOR TO ~~RE GROOTED THAT CMU CEL1-S gEHiND gR ACKET 50LIR E CKET p~T AFL ~~ ~1'-0„ SCALE= 314„ 1 5~.0 _~_ z ~N ~ RODS 3)Y2' THREA ~~ IN-CO- (Ep OXIED 5>, ~ W ALL XISTING OM N t o~ z ~~ a O 2 c ~ o a .r"„ ~ ' ~ ~ ~ o ~ p 4 o p ~ v ~ ~ ~c CG r„ ° G ~ a~Nr.~ O ~ ~,~N~ orJ '° ~o .. ~ ~' w ~ ~ o ~ ou.w~ Nso ~ ~ ~ O •"' Q rtO ~ C.~ .~pN4 G, O ~, ~ ° ~ (~ ~ G W ~ ~ .~ ~ `~ .~ _.~-~ TRACK AND THEN FROM THETRANSFERRED RED TO THE OAp FROM DOOR IS q,~OTE$ DOOR IS TRANSFE oR BETTER) NO SYSTEM. WITHTVERTICAL WINOLOAD POST, FROM THE CRADE WINDLOAD GE DOOR HEADER. LOAD gpF STUD TANDARD AND SEES A MAX TEST LOAD ~ . Tp THE VERTICAL JAMB ~P) JAMB WITH 5 THE HORIZONTAL GARA 2989 LB l6 & - DER TO THE HORIZONTAL (IS TRANSFERRED TO LOAD OF +2989 GE DOOR HEA PART OF THE FORCE MAXIMUM DESIGN THE HORIZONTAL GA MULTIPLE POSTS. SURFACE. SEES A -4480 LB' OF 2970# FOR A FLUSH MOUNTING JAMB +8480 LB & LOAD PROVIDE 2. FJaCH VERTICAL MAX COMBINED A MAXIMUM TESTSING~ POST. AND COUNTERSUNK TO OF 1200# FOR MAY BE (BUT NOT REQUIRED} LENGTH STUDS AND 3. ALL JAMB FASTENERS u1LD`NGS r p p R WOOD • IN ACCORDANCE WITH SFBC SECTION 2905.1 O ~ D r `\ ~~ E u HALL BE FRAMEDESOLID BY NOT LESS THAN 2 FUL W OOR OPENING S GRADE OR gETTO TIE BEAMS AND TIVE. WAILS OFD SPF STUD TING ACCEPTABLE ALTERNA STUD TUDS USING FROM F00 2 HEADERS CONTINUOUS ~pg7g3 IS AN TO BE STUD WALLS IN ACCORDANCE WITH DW otUM • INSTALLATION OR CONCRE-~E BLOCK WALL OR CONCRETE C CK WA~~ WITH #5 EXTENDINGSHALL BE SLO GROUT REINFORCED PSI ALL BARS WALLS AND MAX ANCHORED TO E AND REINFORDE BE 2500 BLOCK JAMB SHALL BE' WITH CONCRET IS ASS WA D TO CONCRETEANDLUM ACCORDANCE WITH 2X4 MIN, WOOD gE FILLED STRENGTH OR IN WALL CELLS 5HAINTO THE BEAMS. ( BLOCK RECORD BLOC THE FOOTING AND TIE BEAMS TO FOOTING PER PROFESSIONAL Of INTO FROM THE 6E pESIGNED BY BUILDING CONCRETE COLUMNS TO sFBC sECTION 27o4.z. ATTACHMENT SUPPORTING STRUCTURE) PARTING STRUCTURE n~J. lJ P VERTICAL JAMBS OR ,~,-•--'~".-""' D FO ~TTACO ENT OF TRACK BRACKETS TO 2X6 2~6 (NOT TO 8E USE FASTENER TYPE i NORiZOENATDERS~OS T 2X6_ ocn ONLY WITH POSnADS) 3,: lAU ~~,~~.. BETE KL.,,._.. 8~ Mlrv. ~,.._- . S. 5J16" X TAPCON CONC R BOLT, 1-5 G SCREW 4 x 4" lTW MIN. EMBED. 16" X 1-5/8,. Lp, BOLT, T-5J8 FRAME (SPF) PSI GROUT) ~ J ,. X 4" RAWL LOK BOLT ANCHQ IN LIEU OF 5/ 2 500 SYSTEMS DESIGN MANUAL. UOOD 3 8 X 4 RAWL LOK/BOLT ANCHOR CKETSJANGLE -90 BLOCK (' p51 GROUT 3/ TRACK BRA ANCHORING C-90 BLOCK 2500 2 500 PSI) THROUGH BE INSTALLED DIRECTLY THE RAWL DRILLING AND CONCRETE COLUMN ~ ' SPECIFIED BY . _ TAPCONSIANCHOR 80LTSBE 1dR0UED AS RAWL LOKJgOLT SHALL ,,_k ~ ~b~ ~~. ~Q~~ ~~v~~~;~ ~ 3~ ~~.~~' ~~1~ ~LA~ fl ;u11 ~t~ ~ ~~x'= ~~e /f.. Y l+ LSYV '~' ~ ~~~~~icn coR ~Tp"' $ ~ guest u~ A5515TAIWE yMRyiACT~E ~ ~ 1 KPH WY up wS NOT CORD' REPE~~NTM+ `~NEET AT ANY TWE' °r°,sa~s wu . ° x' wacRw: N f A p„E,,,wu °~~ ~, .asuaw- ~ Rte" AwLKO „u ,,,,,,,-~ yo,, s m+ TEx°""AS' °~ FiNERAN $J12 cNEC~O. ~~ccn S 8~ ,rrRO+EO sr: g J 19 ~~ DAV10 FAW A K~~~„ DETAIL JAMB ~- 4 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 09-00001380 Date 10/16/09 Property Address 151 CLUB DR Application type description SWIMMING POOL/SPA Property Zoning TO BE UPDATED Application valuation 30000 ---------------------------------------------------------------------------- Application desc NEW POOL Owner ------------------------ ULRICH 151 CLUB DRIVE ATLANTIC BEACH FL 32233 Contractor SURFSIDE POOLS 313 BEACH BLVD. JAX BEACH FL 32250 (904) 246-2666 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . Permit Fee 180.00 Plan Check Fee 90.00 Issue Date Valuation 30000 Expiration Date 4/14/10 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05-'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. REQUIRED INSPECTIONS: *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) Roll off container company must be on City approved list and cannot be placed on City right-of-way. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ------- Permit Fee Total Plan Check Total Grand Total 180.00 180.00 .00 .00 90.00 90.00 .00 .00 270.00 270.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ~ ~ k.Ll-~ OITY OF ATLANTIC BEACH "~ ~r+ 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 OFFICE: (904)247-5828 ~ FAX NO.:(904)247-5845 ~ "' •' BUILDING-DEPT~COAB.US _ -~ ~, ~= BUILDING PERMIT APPLICATION 07- -_._.~___.__~.__.....~____.~..____I DUVALCOUNTY 1 ^'+JOB ADDRESS. - - 2. VALUATION.OFc~WORF:.. _ '3.SQ::FT:.UNDER ROCS=-- ~ <. /~l C~.~B DR. 3o,nc~o 4: LEGAL DESCRIFTION 5;%LASS OF.7WORk: ": JSE'OF ST.RUGTUR^' m f S<r/t ^ NEW BUILDING ^ DEMOLITION ~ RESIDENTIAL LOT `BLOCK SUB DIVISION /s} fL ,6 If~kt~ ^ ADDITION ^ CONVERTING USE ^ COMMERCIAL DESCRIPTION OF: WORK ,': ^ ALTERATION ^ ACCESSORY BLDG. 8: FIRE SPRINKLER.. ^ REPAIR I$ POOL /SPA ^ YES ^ NIA ^ MOVE ^ OTHER ^ NO PROPERTY OWNER: CONTRACTOR: ARCHITEC T /ENGINEER: - 9. NAME: y ULIC/C6l~ f'<<w''r ~ ~~~y 15. COMPANY NAME: SUQIOSiO~ /COOLS 23. COMPANY NAME: 16. NAME: ^, ~ CO ~ ~ 24. LICENSEE NAME: 10. ADDRESS: is/ C c~ b ~.-. 17. STATE OF FLORIDA LICENSE NO.: crca y~dgo 25. STATE OF FLORIDA LICENSE NO.: ~'1 r' r ~' ~ / ~ ~ ~~G j /•~- ~ZZ,33 16. ;DDRESS: ~~3 .~,t,~ 26. ADDRESS: , J~, t a~.~ ~, , r-~ 3 z 2 so 11. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE: ~-~f4-2G¢b 20. FAX NO.: 2Ky.p~tol 27. OFFICE PHONE: 28. FAX NO.: 13. CELL PHONE: 30~ - ~~~g 21. CELL PHONE: 29. CELL PHONE: 14. EMAIL ADDRESS: 22. EMAIL ADDRESS: 30. EMAIL ADDRESS: - FEE SIMPLE TITLE HOLDER: - IF OTHER THAN OWNtF' ~ :~ .BONDING COMPANY - ;, - MORTGAGE LENDER:. 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. **~ WARNING TO OWNER: ~ YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR N TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. O .NER or AGENT , '. N R ~ (ir en PaweC Attorney; or Agency LetterRequired)'.,. . -- ier nly~~+° n Signed: Date: ~ f / O ~ Signed: Date~~ iS Before me thi day of ~ ~ , 20u/ in the county of Before this _„~ of , 20(19 in the county of Duval, State of Florida, has personally appeared al, State of Florida, has personal) appeared I ~ I ~J O 6~• til e.~ rr' I I I herin by himself /herself and affirms that all statements and declarations are herin by himself /herself and affirms that all statements and declarations ~""~" true and accurate. true and accurate. ~ ~, /,~ Notary Public at Large, State of ~t--~ " , ounty of '+-~N"' ~'` G Not ry Public at Large, State of `V , County of i~ersonally Known Personally Known *, ^ Produced Identifica' Notary Signature: ,•~~~p~ P • ~,Et~ Bonded Thru #Dp~ her 13, 20 r aT~vTTC ~ ~~ SU5 .BUTLER EtMTTS FOR ADD ~*= MY COMMIS ON # DD 547982 EXPIRES: tember 3, 2010 ;~'NT.SAND(,'0 ~_Bond~dThruN PublicUnNnvdters COAB FORM BLDGOt: REVISED: 8/2/2007 ~I REVIEWED BY: --~-- Dq~;~O t./~ °.R;1„~~ *,.,i ~~ Doc # 2009240148, OR BK 15026 Page 2255, Number Pagea: 1, Recorded 10/06/2009 at 09:14 AM, JIM FULLER CLERK CIRCUIT COURT DWAL COUNTY RECORDING $10.00 ~ ` NOTICE Off' COMMENCEMENT (PREPARE IN DUPUCATE~ Permit No. lax Folio No. State of County of _, To whom tt may concern: The undersigned hereby informs you that lmprovemants wlll be made to certain real property, and In accordance with Section 719 of the Florida Statutes, the following Information Is stated in this NOTICE llO//F COhIIMENCEMENT. ~ ~Glf~Y/4I7 ~~ QS fhoW w ~.~ e F,f~l~ `llolcl ~f Legal description of property being Improved: ~ f ftr„~ ' G'oN stir x /ffw s / ~~ R.F ~t/i ~ ~V~idlyjJiwt ~~ Address of property being Improved: /mil C~ y/~ ~~ n~ i i• Q -- _f G. 32233 General description of Improvements; Ow gQdresa `~ s ~ C~J6 ~! A~-(A l~ ! r ~ ~ 22"3 ~ Owner's interest in site of the Improvement Fea Simple Titleholder (If other than owner) _. Name Addres Contractor t Addret Phone Surety (If any) Addresa Amount of bond $ Phone No. Fax No. Name and address of any person making a loen for the construction of the Improvements. Name Address Phone No. Fax No, ' Name of person within the State Of Florida, other than himself, designated by owner upon whom notices or otliar documents may be served: Name eaa.see Phone No. Fax No._ , In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.08 (2) (b), Florida Statutes. (Fill in at Owner's option). Name ~aa...~ Phone No. ,Fax No. Expiration date of Notice of Commencement (the expiration date Is one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OW ER Signed: ,_._ Date: ~ I ~ ° ~ tiefora me 9 { ~ day of ~-d ~ ~T in the County of Flo rsonatly appeared MYCOAaN83fONfDD tiARa ublic t rge, tale of Florida, County or Ouval ExPIRES Setkwnber i 2011 m~a.anwaa.enm misslo xoi s: __ Produced Identifcadon or __ OCT-06-2009(TUE) 12:23 Surfside Poots (FRX)9002Q98801 P. 001/001 ` , LOT CALCULATIONS GLRICH RESIDENCE 151 CLUB DRIVE ATLANTIC BEACH , FL 32233 LOT COVERAGE TOTAL LOT AREA ~ 7,504 SQ. FT. HOUSE AREA 2,670 SQ. FT. DECK AREA ~ 766 SQ. FT. TOTAL COVERED AREA 3,436 SQ. FT. COVERAGE PERCENTAGE 45.7% ~ ~~-e.,tn : S~ ~ ,r I~e.~ ~'rrc~,nr• ~- ~~~~ ~~ w~~ Dandy FloPro Pumps -Easy Installation Dandy's FloPro Pump provides easy drop-in installation for worry free replacement of existing pumps. Quality performance, maximum efficiency and dependability, with guaranteed results for all your pool and spa combination needs, all in an ultra-compact body. ' i Dimensions .,,~~ ~,. FHPM .75 0.75 .~: - 230/115 5.4/10.8 1 Y2-2" ~ 40.6 ' ~ . , 25 3/16" FHPM Lp 1.00 230/115 7;1114.2 2-2'h" 41.2 253116" FHPM 1.5 1.50 230/115 8.0/16 2-21f~" 42.6- 251f~" FHPM 2.0 2.00 230/.115. 11,2122.4 2-2'fi" 54.6.- 27 3/16" FHPM 2.5 2.50 230 11.5 21/2-3" 48.6 26 3116° FHPM 1.0.2-SPD 1.00 230 7.112.3 - 21/~-3" 46.5 26 5/16" FHPM 1.5-2SPD 1,50 230 8.0/3.0 21h-3" 48A 269/16" FHPM 2.0-2SPD 2.00 230 11.?13.5 2Yz-3" 52.9 ' 27,11/16" Performance ,zo „9 o ,~ x LL ~ 60 W LL `~' 7a q~ W 60 U so Q Z 40 } J 30 o ,9 9 0 10 20 30 40 50 80 70 80 90 100 110 120 130 140 150 160 170 160 190 200 210 220 230 240 250 FLOW GPM ~; 7 Front EOpe of Unlon, to Center of Bott Holss Note: When installing the pump, leave a minimum of 2 feet of clearance above the pump Ior removal of strainer basket. F--- s s~i1--~1 Bolt Holes, Center to Center CS Filters -Compact, Versatile, Durable Jandy's line of CS Filters are available in four sizes; 100, 1 S0, 200, and 250 square foot models. The CS Filter is constructed of high impact, corrosion and UV resistant thermoplastic that can weather even the harshest operating conditions. The single element cartridge is made of the finest RemayT"^ material for superior filtration. The lid features ergonomic handles making removal easy and comfortable. The Jandy CS single element cartridge filter is designed to provide ultra clear filtration in a compact, easy to maintain body. Easy to Read -'• Pressure Gauge w/Clean/Dirty ~-- Ergonomic Snap Ring Handles for Simple Lid Removal Corrosion &" UV Resistant Thermoplastic 2 by 2/s Tank Body Universal Unions Ergonomic ; 'Designed for Locking Ring i' Jandy's Versa for Ease of Plumb'" System Service :~~- -- Single Element Cartridge made of `' " RemayT"' material Strong Base will Easily Mount to "~ Equipment Pad Clean/Dirty \ Snap Ring Pressure Gauge_ ~ Air alvease Pressure Gauge { Z Ada ter p O-Ring Set Top Assembly O-Ring, _ Tank Top .~ . Breather _ Tube -Cartridge Element .~~ Inlet Diffuser with O-Ring ~ Locking Tab \ _ Bottom Housing Assembly Tailpiece, Ca~ ~ Union Nut Set O-Ring Specifications f MO DEL NUMBER or Jan CS100 dy CS F C5150 ilters CS200 ,- CS250 ~ ~ ~^liiif~ - . ~ . ~ ~ ~ ~ ~ ~ ~' Parr~nount Pool and Spa Systems ~i~d Page 1 of 2 - ~ ~. ~ _ ..~ r_ ~ z -~t° r"F. ..xw.ir*wSis.l..bAausdm itSlt.YtHe@aia'~emAt~S`:~~: `~.R~~.` Ju .,.:5tf63'v' l ~~Sa St~~ _ ~fi..-,Y.sis i. .cam-,w..- IN-FI::OR i; i. E!Ara ^1(, ~; 1'S1"i:_P,1 r3 SAI-f-.:TY iiRp,ln~.i r~~Dx SL'X ~ , ~ . r!ir -r 78tr'~, k~ ,¢'n xt S 1'(1.~'it 1 .1"FI 1~'~.1.. I'. .I t. UZ I I - ~I. ;.ti t 1 f- LTA r i l :1N iKFAN ~2E(ff;rRAi1DR '~~M~ `~~~ ` ~~ ~/~ ~ ~ - ~y ' - .. ' .d. pI€ki bt0,a SArC1Y il'~#ki", 'a~.t`;~ v _ -.'~~ PARAMOUNT'S PATENTED SDX HIGH FLOW SAFETY DRAIN: NOW COMPLIANT WITH THE VIRGINIA GRAEME BAKER POOL AND SPA SAFETY ACT 2008. _ ~,g' SDX is a high flow suction outlet suitable for use as a wall fitting and also as a floor r°" ' ~ drain when debris removal is not a concern. A "Retro" version is available fo bring existing suction outlet covers into compliance with the new law. SDX Retro fits existing plaster rings up to 10" in diameter. ~ ~ SDX boasts a flow rating of 200 gpm on the floor and 192 gpm on the wall making it compatible with most residential pumps up to 3 hp. SDX has a 1.485 feet per second velocity at the opening at a maximum listed 200 gpm. ,~"~~ ~ ~ ~, 1,-.'-, ~ .~ ~~ ~ . ~ r / ~ ` ` _ , ASME EIG`. FL(IR' SPrFIC ORA!S ~ +"1 ,. ~ •. .., '~ ~ ,......._.-, ± r t ~ r ,~ +'--+r _ ~ .~ ~ t~At12.19.8 ~i • • ~ ,, = ` ~ ,'' '""' ~ MDX~ &SDX DRAINS ARE ~' . : \~~ _ COMPLIANT WITH ThIE VIRGINIA ., .~ s~.rur~~:.-, ,,,`~ ~ ~ ,, GRAEMEBAKERACT2008. ' ~ . ~ ~. ~., ' FEATURES AND BENEFITS • NO SUMP REQUIRED - No need to chisel out a sump to meet the1.5 times the pipe diameter sump depth requirement. • SDX has a 1.485 feet per second velocity at the opening at a maximum listed 200 gpm. • Approved as a bulkhead fitting so the safety is in the cover and plate. • Patented "ribbed" design achieves high flow with sixty "mini" drains • Suction doesn't transfer if one area is covered • Dome shape to prevent a seal by a swimmer • Anti-vortex shield blocks contact with direct suction • SDX retro can be installed as a single cover with an SVRS installed on the line. • "Retro" version fits existing suction outlets up to 10" in diameter • Stainless steel security screws • Secondary support plate secured to protect the sump and fittings With a flow rating of 200 gpm on the floor and 192 gpm on the wall SDX is compatible with pumps up to 3 hp. In most cases this eliminates the need to calculate the system total dynamic head. SDX has a 1.485 feet per second velocity at the opening at a maximum listed 200 gpm. DESCRIPTION MAX FLOW FLOOR MAX FLOW WALL Two SDX High Flow Safety Drains 200 gpm (756 Ipm) 192 gpm (726 Ipm) Three SDX High Flow Safety Drains 300 gpm (1136 Ipm) ~ 288 gpm (10901pm) Four SDX High Flow Safety Drains 400 gpm (1514 Ipm) 384 gpm (1456 Ipm) Meets National antlantrapment requirements • ASME A112.19.8 - 2007 Listed http://www. l paramount.com/products/sdx/ 4/14/2009 • s Rx 0`a°te/Time MRR-12-2009(THU) 09:56 Surfslde Construction P 001 MRR-12-2009(THU) 08.48 Surfside'Constructlon (FRX)9042462759 P OOt/001 1 5 ^ 9^ O I It u u~ e t u i u U 1a U ~l ~ l U 5 u o[~ i~~ ~~ ITT In'dust,rles. ,' . ,.. _.... -... ~., . i~nMµ ~ ~~...FH o~ . ~7lb'ineyrfrL~(vr fU~ ) ' ~ ~ .t ~ -~ .c'. 1' SPECIFICATIONS: I, OutpUl : 13 GPM, 1?. Use, ~/fl" Nn~zlr, Hole Size: use 2 3/8" Mule saw I Op110ns: Wrr,nr,h 30.3801 W ~ Hand Held 16-0303 1•lydro Jet {^" 5t~ckecl het A~~:+,rnLlla~ 1 1/2' Ghp Ca;ln;l Wan FilUnn ((,I)) 1 3A-3804 ao•a0o1 °°~ I - D'sNUin .~L. ~rr,'==. I 1D~4)DO,IcLBudY : I Ip' slid wiln Nottle i 1 I/2" ~,~lip f,askel Wall FillinD 3o•3aD4 ao•DOD~ ((~+)) i ' ~ -. _ JDIQin C: ~» ,, L z s5i t 112' slip llL410D Jcl Oodv wilb.NuGdp J,U05 in " SPECIFICATI®N5: OUIpUt : 13 GPM, 12 por, 3/8" Nozzle Pipe Ize: t v2" PVC Opl q5: Wall filling Assembly 50•;1420 Hanrl Ilald 1G-5303 11/Z" slip ~,~. I .. ~ 1 t/T 51ip 10.41 DOS. - - JPI.Pelly. --- - - • Wiln JU~4e01 I xl nn tl ' VNIilU1.L.dU(LIi; I Cc.,_.% i I I/~' slip 1 1~ ~v H Jv ro ~ 2t rnn 1 1/4" Fitting Thread Length './~ 10.4100 • 11/2• x I i/2" Slacked Jel Body 10.5100 nr,lnrlr.5~ 10 4100 SlackeU .Ir,l Assembly ~ 50.3500 W;UI hilliny AssenlUly a-ll~dro JetTM ~ 1/2" fitting 7i'~reacl Length i 10-5300 includes; tU-'I IOII $Inokrd Jel Assomgly ~R 10 1600 Wall Fillinrl As^rmbly Hydra Jet ~~ ~/~ ' ~~ / -'" - i' 10-4100S includes: 511-1^01 fxtrnrlyd Venturi Nottlr, iWall flllinp not included) /~~ i~,~ W"/.. -~ 10•A1D0 11/2" x 1 t/2" SlackeU Jel Hudy / •. /`~ 30-3804,Gaskcl 10-300D Wall Filluiy ASSe~n01y /.s /'~:/- 30.3803 Filliny ~~;*% 2 1/2" IrneaU lenyth 30-3805~EyeUall ~y~ 10.3808 F.yohnU/Rrtaining ~', ~ . 30-3806 Eyeball ketainintl Ring Hfng A;;,nmhly for 1 1/2" PVC Pipe Exte'(ti5ipn ~~ rD•a1DDS - t Ire- x, t/~° SlackeU Jel Nutty /~ ~~/' 30.4401 Cxlr.Med ~~ Vnnrun Nnnln ~'~~•",'.°~.; VC Pipe I /.: :~~~~ '~. ~ 10-41 UUS ;huwn wnh ~' ~ 50-3420 Wall nninrl ~~ A„r,mhly nnnnn - I ~1 Page 39 (,~,.// 3D"3604 ~uskel 50.3500 Wall Filling ~sseniUly ~~~ ,~ '~~ ~ / i - I 30.3801 fillin0 ""~ ~ •~ I I/4" mrrld Ir.nglh 30.3805 Fyr.hnll 10.3000 F:y00011/Rrlainin0 ' • 30-3806 Eyeball Helanliiig king king Aoscmhly .-/~ j;~J •• I 50-3420 - t Ill" FIS Wall Filling A;SOnlbly (uullun) /b' 4~loos ~~.~y G> ~ CFA ~w ~~ F `~~ Qas-' rs~`~F~.. City of Atlantic Beach ., '~ ~~ ~~' ;~ - Building Department L f ~ ~~ ~ r;' -~ ' ~ 800 Seminole Road j _~ Atlantic Beach, Florida 32233-5445 ~~':_ _ __ __ _ _ _ _ - Phone (904) 247-5826 -Fax (904) 247- ~ _ ~-""~~~~ ~1i~~' `' E-mail: building-dept(cDcoab.us City web-site: hftp://vwvw.caab.us APPLICATION NUMBER (To be assigned the Building Department.) 0~- /3~l Date routed: ~i APPLICATION REVIEW AND TRACKING FORM Rroperty Address• ~~~ Ciu g ~r• Applicant: ~'I oc ~ s Project: / y ~ ltd ~a d ~.-• De ent review re aired Buildi Yes No canning ~ Zonn ~s for blic Wo ublic Utilities ety Fire Services ... __ __ Review fey $ _ Dept Signature. . Other Agency Review or Permit Required Review ar Receipt of Permit Verified B Date Ronda Dept of Environmental Protection Florida Dept of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacxso Other. APPLICATION STATUS Reviewing Department l Ci First Review: []Approved. Denied. rc ( e one.) Comments: ~ ~ c ~ /J (~~ U i ~ ~ ~ y, ~v~ ~ 1 ~ ~ ~~- ~-~'--- ~crC !2 C .~ BUILDING ~„ ~ (>\e,,~ ~ ~ ~ /''~-~'d+, -~ C Q .. av~ ~)•z ~ ~ r PLANNING & ZONING S'ft3/~'6~ ~~ ~'d'~ ° Reviewed by: . ~ Date: ~U f' ~ 0 TREE ADMIN. Second Review: A roved as revised. pp ^Denied. PUBLIC WORKS Comments• PUBLIC UTILITIES PUBL[C SAFETY Reviewed by. Date: /~ FIRE SERVICES Third Review: QApproved as revised. ^Denied. Comments: Reviewed by: Date: Revised 45114lQ9 Pulblic Works Pian Review Comments Date: jU l rj ~ p ~} Project Name/Address: ~ 5 I CI.~B ~2i Initials: ~ '~ C Application Permit #: (~~ - (3 8 D ,_ Cheek:Boa ~-P.P~catan'Txa;ckang <~ow~n~nts to Add Cam~nent Provide impervious surface calculations. ^ Provide erosion and sediment control plans with installation details and maintenance schedule. ~ Provide drainage plans showing site topography (flow arrows, etc.) ^ Provide construction site management plan, including Right-of-VJay Permit if~using ri ht-of--way for construction arkin . Provide apre-construction topographic survey prepared by a Florida Licensed ^ Professional Land Surveyor, showin 1' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required ^ er Section 24-66(b). (See attached info. Sheet) If on-site storage is required, apost construction topographic survey documenting ^ ro er construction will be re aired. A Right-of--Way Permit must be obtained for use ^ A Revocable Encroachment Permit must be obtained. ^ Pool- Wellpoirit (if used) must discharge into vegetated area i~0' minimum from street or drama e feature (swale, structure or 1 oon). All concrete driveway aprons must be 5 inches thick, 4000 psi, with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not ^ allowed in the ROW (Commercial driveways - 6" thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction. from the center of .the cut.. ,Repair must be ^ shown on the laps. P -Roll off container company must be on City approved list and cannot be placed , l on City right-of-way. ~j Xnco'eas~ ~m ~~~~ovs, lea. ~rv,~ ors ~ra~ Svr~v2 ~ ~. G ~y ~/ J 17 S~ V' 1 I ~Q ~. r P ~ ~~ . ~~ Comp. By: RLC Date: 10/13/2009 . __............. _.:partment City of Atlantic Beach Permit No: 09-0895 09-1380 (Pool) Address: 151 Club Drive Rye uired Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V = CAR/12 Where: V =Volume of Runoff C =Coefficient of Runoff A =Area of lot in square feet R= 25-yr / 24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelooment Runoff Volume: Lot Area (A) = 7,504 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 1,763 7,504 1.00 0.24 Bldg footprint only, no paving Pervious 5,711 7,504 0.20 0.15 Runoff Coefficient (C) = 0.39 Runoff Volume V = 0.39 x 7,504 x 9.3 / 12 V = 2,275 ft3 Postdevelonment Runoff Volume: Lot Area (A) = 7,504 ftZ Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 3,436 7,504 1.00 0.46 50% limit, allowance for paver areas Pervious 4,OS8 7,504 0.20 0.11 included -updated fro pool permit Runoff Coefficient (C) = 0.57 Runoff Volume V = 0.57 x 7,504 x 9.3 / 12 V = 3,293 ft3 Renuired Storafl DV = e Volume Postdevelopm ent Runoff Volume - Predevelopment Runoff Volume DV = 3,293 - 2,275 DV = 1,019 ft3 Retention 151 Club Drive -onsite Retention.xis 10/13!2009 ~,S+1a,~JF,,y City of Atlantic Beach ~~ ~ Building Department ~ < < ~ ` ~ 800 Seminole Road J Atlantic Beach, Florida 32233-5445 ~` Phone (904) 247-5826 -Fax (904) 247-5845 ti ,~- -_. ~;~ ~ ~ E-mail: building-dept(~coab.us City web-site: httpJ/www.coab.us APPLICATtf~N NUMBER (To be assigned the Building Department.) 0~- /3~d Date routed: APPLICATION REi/IEW ANQ TRACKING 1=URM ProperEy Address• ~~~ C~U ~ ~~ E Applicant: ~'1 00 ~ S ~ Project: ~~ ~ ~Q o ~- ~ De ent review wired Yes No Buildi tanning & Zonin ~s for bfic Wo ub is Utilities Fire Services Review fee.$ -: _ ___pept Signature = `~ Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Ronda Oept of Environmental Pro#ection Florida Dept of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of AtcohoGc Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ^Denied. (Circle one.) Comments: BUILD NNING & ZO G Reviewed by: ~~G~---" Dated ~~ d EE ADMIN. Second Review: Approved as revised. ^Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. ^Denied. Comments: Reviewed by: Date: Revised 05/14409 - -jL~ri CITY OF ATLANTIC BEACH ~' ~ „~ 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 ' r~ OFFICE: (904)247-5826 ~ FAX NO.:(904)247-5845 .:_ ..~^~z~ ~. ` r BUILDING-DEPT(rDCOAB.US A-~~~ R111L~ING PERMIT APPLICATION o~- -~___~..__.._.~_____~.~__.~ DUVALCOUNTY 1 aE`ADDFE.:~ .:. -~:-:- ,- -.~- :.<. -. . - ..._::, ~r, ~ ~VAL''U,/{T10N,!O~,WCQ~h -:.€:~:: y~~~~ra,. 3 SQ,FT1:jUNDER'ROOFSF:..._, ....... ~s ~ C truB DR . ~ 30, d~ r~ _ )Iru~"'414LEGAl!,DESCR.LP~T„10_~::~ - '~ ' 6,CJ$E,Qf~S~,~UPr7L~- - T or !Iq ~ ScrVt N BUILDING ^ DEMOLITIO ^NEW ~ RESIDENTIAL SUB ~' 'd ATc BLOCK ?~ c $ti.cl LOT ^ ADDITION ^ CONVERTING USE ^ COMMERCIAL _ _ - xIF. T'S?~ '';Of; ,'"CES ^ WGF i ' ^ ALTERATION ^ ACCESSORY BLDG. B~~I,R~SPRINKLERf,i;l ---- . . . . r , ^ REPAIR ®POOL I SPA ^ YES ^ N/A ^ MOVE ^ OTHER ^ NO PROPER.;TYIOWNER: ,~. , ,: ; -CQNTR AGTOR: ''r , ' "': ~; ;-. ; µ'ARCHITECT ~ ENGINEER:I' 9. NAME: ~~~, ~ ~A~ 15. COMPANY NAME: ~ 23. COMPANY NAME: y ~~,~,~~, , ~ ~~~ 5 Su~s,o~ 16. NAME: ~l^u!~ r~ r!' ~ S Co ~ ZT~ 24. LICENSEE NAME: 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: /S/ C Lv ~ ~~. CPCU y~(/g0 C~C.G ~ t.~,.G~~ ~ ~ (-~ 32,2.33 18. ADDRESS: 3~ 3 .~~tt ~ 26. ADDRESS: J c• ~ d« ~, , r-~ 3 zz sp 11. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE: Z~fs-2GF6 20. FAX NO.: 2LLR. ggo/ 27. OFFICE PHONE: 28. FAX NO.: 1, 3. CELL PHONE: 21. CELL PHONE: 29. CELL PHONE: 14. EMAIL ADDRESS: 22. EMAIL ADDRESS: 30. EMAIL ADDRESS: . FEESIMPiL~~TITLEHOLDEft ~ ~ ~` BONDING COMPANY: ~ ~E~a~ l ~~ ~ ~trFT MORTGAGES LENDER ;; ' . ~~~ -- .: .. . ::. -'-- IFnt~~r~t7HAN DWNER),Yv~4M ~ ~ , _ afi - 9.ua;.~.. , z!`33~ .... ~: - h,+ kpd', @elESY?4,,. ,. x:. .a. ~.~..• 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. ~ WARNING TO OWNER: ~ YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR N TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. - I ~~~ ~~I QQw+ ~ ~ O -NEF~~orrAGENT <~~ P2 ~;- 4 P } 4~ISiN `~I ~ - 7 (If geti F ~, .r" AtR4rttey.org96nc, Lrtte{ F 4yart`I~ ,aaS ~ ~, „ .~. '-' x,"° 4 ,rti ,E • ~~ N,T,- R ,eye t ~ 1 1~' ~P ~~ ~ _ ~~ w ~"s e(, nIY~1~,~u~ ~'R~~: i Signed: Date: ~ ~ / O ~ Signed: Datef~ Before me thi __ day of ~ ~ , 20(~in the county of Before this of , 20~ in the county of Duval, State of Fiorida, has personally appeared al, State of Florida, has personal) appeared t~ J©~+N e. ~~~n- I I I herin by himself /herself and affirms that all statements and declarations are herin by himself /herself and affirms that all statements and declarations are true and accurate. ~y ~ ~~ ~ true and accurate. G Notary Public at Large, State of ~--~ ounty of '~--+~/"' Not ry Public at Large, State of i y , County of personally Known Personally Known ^ Produced Identifica' ^ Produced Identificatio Notary Signature: .•''awY P • Notary Signature: :?• 4: n, rr, rn :"_ '~r r UOMMISSION # DD 713735 "~' 'a~ EXPIRES: Se fie ~L ""~" °` ~ax•. nde p mbar , 2011 Oo d T_ hriolary Public Underwriters ~ . n:.x~~r<.•w~ ~• ;___ MY COMMISSION # DD 547982 a•• ` EXPIRES: September 3, 2010 "'' •"•'' ~• Bonded Thry Notary Public Undernrtters '~+~RG,F~• •• COAB FORM BLDGOt: REVISED: 8/2/2007 OCT-06-2009(TUE) 12:23 Surfside Poots LOT CALCULATIONS ULRIGH RESIDENCE 151 CLUB DRIVE ATLANTIC BEAGH , FL 32233 LOT COVERAGE __ (FHX)90fl2fl98801 P. 001/001- TOTAL LOT AREA ~ 7,504 SQ. FT. HOUSE AREA 2,670 SQ. FT. DECK AREA ~ 766 SQ. FT. TOTAL COVERED AREA 3,436 SQ. FT. COVERAGE PERCENTAGE 46.79b A-~n: S~~~I~~ ern vim. ~. Sum-~s~c,4~ ~oo~s '~ ~ 33 ~ w~(nid _i~;ay;.~,~ City of Atlantic Beach ~ `~ ~ Building Department ;= ' ~ 800 Seminole Road _ ~ Atlantic Beach, Fbrida 32233-5445 Phone (904) 247-5826 -Fax (904) 247-5845 ~~~ ~;~ E-mail: building-deptt~coab.us City web-site: httpJ/www.coab.us APPLICATION NUMBER (ro be assigned b the Building Department.) 0~- /3~d Date routed: __ APPLiCAT10N REVIEW AND TRACKING FORM Properly Address: ~~~ Ciu ~ ~~ Applicant: ao ~ S ~ Project: ~~ !~ Jam' a o (~ ~ De ent review uired Y No Buildi tanning & Zonin ~s for ublic Wo ublic Utilities Fire Services Review fed $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of Envimnmentai Protection Florida Dept of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. OPPI IC~TIAN STE-Tl1S Reviewing Department First Review: roved. ^Denied. (Circle one. Comments: __.~.~ BUILDIN PLANNING & ZONING Reviewed by: `m Date: ~~ ~~ TREE ADMIN. Second Review: []Approved as revised. ^Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [Approved as revised. ^Denied. Comments: Reviewed by: Date: Revised 05/14/09 ~,i~~~-~~ City of Atlantic Beach Q ~, "I ~ i 20~J3 Building Department ~ 800 Seminole Road Atlantic Beach, Florida 32233-5445 ~~ :_____ _._.___-~ ~ __. Phone (904) 247-5826 -Fax (904) 2 -5845 ~_- ~~;~~~ ~ E-mail: building-dept@coab.us City web-site: httpJlwww.coab.us APPLICATtON NUMBER (['o be assigned b the Building Department:) 0~- /3~d Date routed: [O APPLICATION REi/IEW AND TRACKING FORM Property Address• ~~~ C~GI ~ 1J~ Applicant: ~'1 Oe `S ~ Project: ~~ ~ ~a ° L ~ De ent review re wired Yes No Buildi tanning & Zanin is for Ubtic Wo ublic Utilities ety Fire Services __ - __. Review fee_$. :: _ _._Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants bivision of Alcoholic Beverages and Tobacco Other. APPLIGATtON STATUS Reviewing Department First Review: Approved. ^Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: a' ~ TREE ADMIN. Second Review: Approved as revised. Denied. P C WO S Comments: PU Ili (TIES PUB IC AFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ^Denied. Comments: Reviewed by: Date: '(14dQ9 - =`~"<< CITY OF ATLANTIC BEACH ^~ ! 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 +^• OFFICE: (904)247-5826 ~ FAX NO.:(9D4)247-5845 r - y,~„T:,p~~s" ~~ BUILDING-DEPT@COAB.US .~~f~,~ BUILDING PERMIT APPLICATION 07- ~_..~__I .____.~_.._.~.~-._I DUVALCOUNTY ,r 1fi'J08 ADC^,E^~- -..: .: ~.. ~- .-.. . ~-.,: - .' ... . ; r•2~,VALUAT`IOY'1,i"O[~hWO$K Iu. - ~.;;_., - ~. ,' 3. SQTFT. UNDER.,ROOF -:,_..._ , .._ /5! CLUB DR . 30, odo Iii~1.4..LEGAL~DE$GRIFIION.rE';._ ,,. 'i -:= 5! CI-ASSQF~~~E~K' ' .. .. i~. 6,USEOFST,R2i TUR-':; T d r f Sc~V~( ^ NEW BUILDING ^ DEMOLITION I~ RESIDENTIAL LOT _ BLOG'C _ SUB DIV! S= _ !: µ'jL i c ~b~(I, ^ ADDITION ^ CONVERTING USE ^ COMMERCIP'_ 7?:DESCRIPTION OF:W,.ORh.,.. ,; -.: '. _ .;,, ^ ALTERATION ^ ACCESSORY BLDG. 8~',FIRESPRINK E P! - ~ ` - ^ REPAIR IH POOL !SPA ^ YES ^ Nlr ^ MOVE ^ OTHER ^ NO PROPER.TYOW.NER: ".:." s .. .. a. ... "• ,CONTRACTO.R::.. - ~ `- ARCHITEC T .:ENGINEEi; ... 9. NAME: uaR/CN, /`~~^'r ~ A~A~`I 15. COMPANY NAME; SuR.~s/a~ l`~oaLS 23. COMPANY NAME: 16. NAME: ^, ~ GO ~ ~ 24. LICENSEE NAME: 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: d Ar 25. STATE OF FLORIDA LICENSE NO.: b ~ ~. /S/ C L~. do co NK ~ Q / r / ~ v ~~•G N ~ r'~- 3 Z~..,33 n 16. ;DDRESS: 3~ 3 ,~iCG 26. ADDRESS: ~/ o f PS~~cc. ~, r L 3 22 s o 11. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE: ZK~-z~Gb 20. FAX NO.: 2uR. ggal 27. OFFICE PHONE: 28. FAX NO.: 1,3. CELL PHONE: 30~ - ~~~8 21. CELL PHONE: 29. CELL PHONE: 14. EMAIL ADDRESS: 22. EMAIL ADDRESS: 30. EMAIL ADDRESS: FEE SIMPLES+TITLE HQLDER . ; ,: '- .,: - tit: ~ 4'rtl~TFIANO NER) ~~~ ~,I+r~,~ ~ ~.., ~, ~ 1~~0~i ;, BONDING CC}MPANY: ~, I r~ ~ ~ - 610RTGAGE LENDER w . , 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicafied. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. ~- WARNING TO OWNER: ->-~-~- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR N TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ~~- ,~ 0 ~~ER~orAGEN~~s~~~ ~:~3 ' II( gen PoWen At~4 n Yra ^, ~iclL~'tter.Re9y~red B ~ •~ ~. .I ~~ k, NT R , -~~q~li a ,o ~'~u ,4~~~~xi~~~~ ~ ~a,. t n "'~ ter nly~~~y r r~ p /I Signed: Date: -1 1 / O ~ ~ Signed: DateY~~ ~~ . A, Before me thi day of ~ ~' , 20ui in the county of Before this of , 20(~ in the county of Duval, State of Florida, has personally appeared ai, State of Florida, has personall appeared ~~ Joc~N e. ~ rr, I I I herin by himself /herself and affirms that all statements and declarations are herin by himself !herself and affirms that all statements and declarations are true and accurate. true and accurate. ~y ~ ~,~ Notary Public at Large, State of Fi-'~ ounty of '•~--~'lN' ~ G Not ry Public at Large, State of r y ,County of personally Known Personally Known ^ Produced Identifca' ^ Produced Identificatio Notary Signature: ,••~pwr >~• Notary Signature: vc ~~ ~ ~vMMISSION # DD ~,«"'• SUSAN M. I3UTLtH ~~•..: ~ ~ ` EXPIRES; September 13,13735 ;;; ~ ~ MY COMMISSION # DD 547982 ,„ ;t~ %°,' :°"•' Honde , 2011 .,-. , ~•W ~, d Thru Notary Puhlic U '~'• ~Q EXPIRES: September 3, 2010 '------~__ ~Rf,„~'~~.. _Bonded7hmNotaryPublicUndarwdters COAB FORM BLDG01: REVfSED: 8/2/2007 OCT-06-2009(TUE) 12:23 Surfside Poots LOT CALCULATIONS UI.RICH RESIDENCE 151 CLUB DRIVE ATLANTIC BEACH , FL 32233 LOT COVERAGE (FHX)9042498801 P. 001/001- TOTAL LOT AREA 7,504 SQ. FT. HOUSE AREA 2,670 SQ. FT. DECK AREA ~ 766 SQ. FT. TOTAL COVERED AREA 3,436 SQ. FT. COVERAGE PERCENTAGE 45.796 ~r~1-e.rn: S~~rl~e,~ ~'rrc~ vv. -. ~u~~~c~~er ~001~5 '~ 133 ~ w~,b BUILDING INPUT SUMMARY REPORT Title: Ulrich Residence Family Type: Single Address Type: Street Address H ' Owner: Mr & M rs Ulrich New/Existing: New Lot #: N/A W # of Units: 1 Bedrooms: 4 Subdivision: N/A Builder Name: Brylen Homes, Ltd Conditioned Area: 4403 Platbook: N/A O Climate: North Total Stories: 3 Street: 151 Club Drive ~ D. Permit Office: Atlantic Beach Worst Case: No County: Duval Jurisdiction #: (blank) Rotate Angle: (blank) City, St, Zip: Atlantic Beach, FL, 32233-0000 (/) # Type R-Val ArealPerimeter Units N # r Type Orientation Area Units O ' 1 SlataOn-Grade ul s a lion 0.0 173.0(p) ft 1 ~ 1 Insulated 'scent 20.3 ft= 1 _ ~~~ Q 2 Insulated Adjace 20.3 ft2 1 Q O 3 Insulated Exterior ft' 2 Q 4 Insulated Exterior 14.0 2 LL 2 Other(s) - 23.5 ft' # fling Type R-Val Area Base Area Units # System Type Efficiency Capacity ~ ~ 1 Under Attic 21.0 12 01.0 ft' 1075.0 ft' 1 Z 1 Central Unit SEER: 13.00 18.0 kBtu/hr Z 2 Under Attic 21.0 10 54.0 ft' 943.0 ft' 1 J 2 Central Unit SEER: 13.00 18.0 kBtu/hr 3 Central Unit SEER: 13.00 18.0 kBtulhr J 0 \ V \ V liers: None lti C dit M Credit Mutipliers: None p re u # Type Location R-Val Area Units # System Type Efficiency Capacity ~ ~ Frame - ood~ Adjacent 19.0 401.0 ft' 1 Z 1 Electric Heat Pump HSPF: 7.70 18.0 kBtu/hr J 2 Concrete Block - In I Exterior 7.0 921.5 ft' 1 2 Electric Heat Pump HSPF: 7.70 18.0 kBtu/hr J 3 Frame -Wood Exterior 19.0 1875.0 ft' 1 ~ 3 Electric Heat Pump HSPF: 7.70 18.0 kBtu/hr Q 4 Frame -Wood r 19.0 776.5 ft~ 1 Q ` = Credit Multipliers: None # Retum Air Handler Supply Supply # Panes Tint Ornt Area OH Length OH Hght Un' Location Loca r ocation R-Val Length 1 D, U=0.35 SHGC=0.30 S 10.0 ft' 6.0 ft 1.5 ft 2 ~ _ 1 Cond Cond. Interior 6.0 90.0 ft 2 D, U=0.35 SHGC=0.30 W 15.0 ft' 2.0 ft 15.0 ft 1 2 Cond. Cond. In 6.0 150.0 ft 3 D, U=0.35 SHGC=0.30 N 15.0 ft' 2.0 ft 15.0 ft 2 ? 3 Cond. Cond. Attic .0 75.0 ft 4 D, U=0.35 SHGC=0.30 N 8.0 ft2 2.0 ft 24.0 ft 1 Q - 5 D, U=0.35 SHGC=0.30 E 10.0 ftz 27.0 ft 3.0 ft 1 _ Credit Multipliers: AHU sealed U=0.35 SHGC=0.30 6 D E 80.0 ft' 10.0 ft 2.0 ft 1 , 7 D, U=0.35 SHGC=0.30 S 18.0 ft' ' 2.0 ft 8.0 ft 2 ~ T pe EF Cap. # ~ Conservation Type Con. EF 8 D, U=0.35 SHGC=0.30 S 15.0 ft 2.0 ft 7.0 ft 7 W _ 1 LP Gas 1.0 None 0.00 9 D, U=0.35 SHGC=0.30 W 18.0 ft' 2.0 ft 7.0 ft 4 10 D, U=0.35 SHGC=0.30 W 15.0 ft' 2.0 ft 7.0 ft 1 Q 11 D, U=0.35 SHGC=0.30 N 10.0 ft2 2.0 ft 3.5 ft 1 ~ ~ `~ 12 D, U=0.35 SHGC=0.30 E 15.0 ft~ 2.0 ft 3.5 ft 2 " 13 D, U=0.35 SHGC=0.30 E 96.0 ft' 10.0 ft 2.0 ft 1 Default7 Annual Opera #~t3se ting Cost Electric Rate U=0.35 SHGC=0.30 14 D E 18.0 ftz 2.0 ft 3.5 ft 2 , - _ - , 15 D, U=0.35 SHGC=0.30 S 12.0 ftz 2.0 ft 2.0 ft 1 • ~ - - - 1 Yes A N/A Q 16 D, U=0.35 SHGC=0.30 S 10.0 ft' 21.5 ft 2.0 ft 1 tL Q 17 D, U=0.35 SHGC=0.30 W 6.0 ft~ 2.0 ft 2.0 ft 3 W ~~_ Z 18 D, U=0.35 SHGC=0.30 W 2.0 ft~ 2.0 ft 2.0 ft 3 ~ _ ~ 19 D, U=0.35 SHGC=0.30 N 6.0 ft' 2.0 ft 2.0 ft 2 ` ~ 20 D, U=0.35 SHGC=0.30 N 8.0 ft~ 2.0 ft 7.0 ft 2 21 D, U=0.35 SHGC=0.30 E 12.0 ft' 6.0 ft 2.0 ft 4 22 D, U=0.35 SHGC=0.30 E 12.0 ft' 2.0 ft 2.0 ft 1 23 D, U=0.35 SHGC=0.30 H 6.0 ft' 0.0 ft 0.0 ft 2 Rater Name: CodeOnlyPro Class #: 3 Pool Size: 0 V Rater Certification #: CodeOnlyPro Duct Leakage Type: N/A Pump Size: 0.00 hp t~ Area Under Fluorescent: 0.0 Visible Duct Disconnects: N/A Dryer Type: Electric ;~ Area Under Incandescent: 4403.0 Leak Free Duct System Proposed: No Stove Type: Electric NOTE: Not all Rating info shown HRV/ERV System Present?: No Avg Ceil Hgt: tnergy~auge~ version: rLra„ra v4.a.c/ Residential System Sizing Calculation Summary Mr & Mrs Ulrich Project Title: Code Only 151 Club Drive Ulrich Residence Professional Version Atlantic Beach, FL 32233-0000 Climate: North nrnrnnnn Location for weather data: Jacksonville -Defaults: Latitude(30) Altitude(26 ft.) Temp Range(M) ~v Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidi difference 53 r. Winter design temperature 32 F Summer design temperature 93 F Winter setpoint 70 F Summer setpoint 75 F Winter tem erature difference 38 F Summer tem erature difference 18 F Total heatin load calculation 43762 Btuh Total coolin load calculation 35700 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 123.4 54000 Sensible (SHR = 0.75) 137.7 40500 Heat Pump + Auxiliary(O.OkW) 123.4 54000 Latent 214.8 13500 Total Electric Heat Pum 151.3 54000 WINTER CALCULATIONS Winter Haaiinn I Hari /fnr ddn4 enft\ Load com onent Load Window total 709 sgft 9635 Btuh Wall total 3974 sgft 13107 Btuh Door total 134 sgft 1776 Btuh Ceiling total 2255 sgft 3825 Btuh Floor total 173 sgft 7757 Btuh Infiltration 183 cfm 7662 Btuh Duct loss 0 Btuh Subtotal 43762 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 43762 Btuh '~ Doors(4%) Floors(18%) SUMMER CALCULATIONS SI immar Cnnlinn I Hari lfnr dd(14 enf+1 Load com onent Load Window total 709 sgft 10143 Btuh Wall total 3974 sgft 6515 Btuh Door total 134 sgft 1355 Btuh Ceiling total 2255 sgft 7349 Btuh Floor total 0 Btuh Infiltration 147 cfm 2904 Btuh Internal gain 1150 Btuh Duct gain 0 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 29415 Btuh Latent gain(ducts) 0 Btuh Latent gain(infiltration) 5285 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 1000 Btuh Total latent gain 6285 Btuh TOTAL HEAT GAIN 35700 Btuh Doors(4%) wens(, a%) Ceilings(21 %) EnergyGauge® System Sizing Version 8 PREPARED BY: ~'~~`~ `` For Florida residences only DATE: wr-r EnergyGauge® FLRCPB v4.5.2 Ceilings(9%) ~`1Mndows(28%) Walls(30%) Laf~i~r~lr~.3%) Residential Window Diversity Midsummer Mr & Mrs Ulrich Project Title: Code Only 151 Club Drive Ulrich Residence Professional Version Atlantic Beach, FL 32233-0000 Climate: North 9/9/2009 Weather data for: Jacksonville -Defaults Summer design temperature 93 F Average window load for July 11742 Btu Summer setpoint 75 F Peak window load for July 15409 Btu Summer temperature difference 18 F Excusion limit(130% of Ave.) 15265 Btu Latitude 30 North Window excursion Jul 144 Btuh WINDOW Average and Peak Loads Limit for excursion 15000.00 ~~~ 14000.00 ~ _ ~ ~ 13000.00 ~ 12000.00 12 Hour Rverage 11000.00 r--"" ~~ }~ ~~ ~ 3 10000.00 ~, ry ~aaa.aa ~ r 0 8000.00 '~~ ~ ti} ~ J / 'Y~ 1 0 7000.00 s,/ ~ 17aaa.aa f sooa.oo 4000.00 3000.00 2000.00 1000.00 o oo . 8 a.m. 10 12 2 p.m. 4 p.m. 8 p.m. $ p.m. a.m. Total July Window Load(Radiation and conduction) Warning: This application has glass areas that produce relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms. A zoned system may be required or some rooms may require zone control. EnergyGauge® System Sizing for Florida residences only PREPARED BY: r` DATE: ~_ ~i EnergyGauge® FLRCPB v4.5.2 Residential Window Diversity Detailed Mr & Mrs Ulrich Project Title: Code Only 151 Club Drive Ulrich Residence Professional Version Atlantic Beach, FL 32233-0000 Climate: North 9/9/2009 Weather data for: Jacksonville -Defaults Summer design temperature 93 F Average window load for July 11742 Btu Summer setpoint 75 F Peak window load for July 15409 Btu Summer temperature difference 18 F Excusion limit(130% of Ave.) 15265 Btu Latitude 30 North Window excursion (Jul 163 Btuh WINDOW Average and Peak Loads 18000.00 17000.00 16000.00 15000.00 1400D.00 13000.40 L 12000.00 ~ 11000.00 10000.00 ~ 9000.00 8000.00 7000.00 8000.00 5000.00 4000.00 3000.OD 2000.DD 100D.40 0.00 Limit for excursion _r'~~ r 12 Haur Average ,~ r' - ,. ~ ~~ ~~~ s ~ . ~~ ~~ ~.+ I ' ~,... Y~f .Y l 1 ~"~II{{ .t 7 } ~~. y ~.~~ ~- 8 a.m. 1 D a.m. July Window Total October Window Total 12 2 p.m. 4 p.m. July Radiation October Radiation 6 p.m. 8 p.m. July Conduction October Conduction EnergyGauge® System Sizing for Florida residences only PREPARED BY: DATE: EnergyGauge® FLRCPB v4.5.2 ;i System Sizing Calculations -Winter Residential Load -Room by Room Component Details Mr & Mrs Ulrich Project Title: Code Only 151 Club Drive Ulrich Residence Professional Version Atlantic Beach, FL 32233-0000 Climate: North Reference City: Jacksonville (Defaults) Winter Temperature Difference: 38.0 F 9/9/2009 omponent Loads for Zone #3: 3rd Floor Window Panes/SHGC/Frame/U Orientation Area s ft X HTM= Load 15 2, SHGC=0.30, TIM, 0.35 S 12.0 13.3 160 Btuh 16 2, SHGC=0.30, TIM, 0.35 S 10.0 13.3 133 Btuh 17 2, SHGC=0.30, TIM, 0.35 W 18.0 13.3 239 Btuh 18 2, SHGC=0.30, TIM, 0.35 W 6.0 13.3 80 Btuh 19 2, SHGC=0.30, TIM, 0.35 N 12.0 13.3 160 Btuh 20 2, SHGC=0.30, TIM, 0.35 N 16.0 13.3 213 Btuh 21 2, SHGC=0.30, TIM, 0.35 E 48.0 13.3 638 Btuh 22 2, SHGC=0.30, TIM, 0.35 E 12.0 13.3 160 Btuh Window Total 134 s ft 1782 Btuh Walls Type R-Value Area X HTM= Load 4 Frame -Wood - Ext(0.08) 19.0 777 2.9 2280 Btuh Wall Total 777 2280 Btuh Doors Type Area X HTM= Load 6 Insulated -Exterior 28 13.3 372 Btuh Door Total 28 3726tuh Ceilings Type/Color/Surface R-Value Area X HTM= Load 2 Unvented Attic/D/Shin 21.0 1054 1.7 1788 Btuh Ceilin Total 1054 1788Btuh Zone Envelope Subtotal: 6223 Btuh Infiltration Type ACH X Volume(cuft) walls(sgft) CFM= Natural 0.25 9430 777 35.8 1497 Btuh Ductload Average sealed, Supply(R6.0-Cond.), Return(R6.0-CondpLM of 0.000) 0 Btuh Zone #3 Sensible Zone Subtotal 7720 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 Manual J Winter Calculations Residential Load -Component Details (continued) Mr & Mrs Ulrich Project Title: Code Only 151 Club Drive Ulrich Residence Professional Version Atlantic Beach, FL 32233-0000 Climate: North 9/9/2009 Component Loads for Zone #2: 2nd Floor Window Panes/SHGC/Frame/U Orientation Area s ft X HTM= Load 7 2, SHGC=0.30, TIM, 0.35 S 36.0 13.3 479 Btuh 8 2, SHGC=0.30, TIM, 0.35 S 105.0 13.3 1396 Btuh 9 2, SHGC=0.30, TIM, 0.35 W 72.0 13.3 958 Btuh 10 2, SHGC=0.30, TIM, 0.35 W 15.0 13.3 200 Btuh 11 2, SHGC=0.30, TIM, 0.35 N 10.0 13.3 133 Btuh 12 2, SHGC=0.30, TIM, 0.35 E 30.0 13.3 399 Btuh 13 2, SHGC=0.30, TIM, 0.35 E 96.0 13.3 1277 Btuh 14 2, SHGC=0.30, TIM, 0.35 E 36.0 13.3 479 Btuh 23 2, SHGC=0.30, TIM, 0.80 SKY(N) 12.0 30.4 365 Btuh Window Total 412 s ft 5685 Btuh Walls Type R-Value Area X HTM= Load 3 Frame -Wood - Ext(0.08) 19.0 1875 2.9 5506 Btuh Wall Total 1875 5506 Btuh Ceilings Type/Color/Surface R-Value Area X HTM= Load 1 Unvented Attic/D/Shin 21.0 1201 1.7 2037 Btuh Ceilin Total 1201 20376tuh Zone Envelope Subtotal: 13228 Btuh Infiltration Type ACH X Volume(cuft) walls(sgft) CFM= Natural 0.25 20880 1875 86.6 3615 Btuh Ductload Average sealed, Supply(R6.0-Cond.), Return(R6.0-CondpLM of 0.000) 0 Btuh Zone #2 Sensible Zone Subtotal 16843 Btuh Component Loads for Zone #1: 1st Floor Window Panes/SHGC/Frame/U Orientation Area s ft X HTM= Load 1 2, SHGC=0.30, TIM, 0.35 S 20.0 13.3 266 Btuh 2 2, SHGC=0.30, TIM, 0.35 W 15.0 13.3 200 Btuh 3 2, SHGC=0.30, TIM, 0.35 N 30.0 13.3 399 Btuh 4 2, SHGC=0.30, TIM, 0.35 N 8.0 13.3 106 Btuh 5 2, SHGC=0.30, TIM, 0.35 E 10.0 13.3 133 Btuh 6 2, SHGC=0.30, TIM, 0.35 E 80.0 13.3 1064 Btuh Window Total 163 s ft 2168 Btuh Walls Type R-Value Area X HTM= Load 1 Frame -Wood - Adj(0.08) 19.0 401 2.9 1177 Btuh 2 Concrete BIk,Hollow - Ext(0.12) 7.0 922 4.5 4143 Btuh Wall Total Ener yGau e® FLRCFI~>?4~5.2 5321 Btuh Page 2 Manual J Winter Calculations Residential Load -Component Details (continued) Mr & Mrs Ulrich Project Title: Code Only 151 Club Drive Ulrich Residence Professional Version Atlantic Beach, FL 32233-0000 Climate: North 9/9/2009 Doors Type Area X HTM= Load 1 Insulated -Adjacent 20 13.3 269 Btuh 2 Insulated -Adjacent 20 13.3 269 Btuh 3 Insulated -Exterior 28 13.3 372 Btuh 4 Insulated -Exterior 27 13.3 359 Btuh 5 Insulated -Exterior 10 13.3 133 Btuh Door Total 106 14036tuh Floors Type R-Value Size X HTM= Load 1 Slab On Grade 0 173.0 ft(p) 44.8 7757 Btuh Floor Total 173 7757 Btuh Zone Envelope Subtotal: 16649 Btuh Infiltration Type ACH X Volume(cuft) walls(sgft) CFM= Natural 0.25 13720 1323 61.1 2550 Btuh Ductload Average sealed, Supply(R6.0-Cond.), Return(R6.0-CondpLM of 0.000) 0 Btuh Zone #1 Sensible Zone Subtotal 19199 Btuh SYSTEM GROUPS (BLOCK LOADS) Heating Loads For System(s):3 Block load 7720 Btuh Serving Zones: 3 Heating Loads For System(s):2 Block load 16843 Btuh Serving Zones: 2 Heating Loads For System(s):1 Block load 19199 Btuh Serving Zones: 1 EnergyGauge® FLRCPB v4.5.2 Page 3 Manual J Winter Calculations Residential Load -Component Details (continued) Mr & Mrs Ulrich Project Title: Code Only 151 Club Drive Ulrich Residence Professional Version Atlantic Beach, FL 32233-0000 Climate: North 9/9/2009 HOLE HOUSE TOTALS Subtotal Sensible 43762 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 43762 Btuh EQUIPMENT 1. Electric Heat Pump # 18000 Btuh 2. Electric Heat Pump # 18000 Btuh 3. Electric Heat Pump # 18000 Btuh Key: Window types (SHGC -Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types -metal, wood or insulated metal) (U -Window U-Factor or 'DEF' for default) (HTM -Manual) Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab-on-grade or area for all other floor types ) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 4 System Sizing Calculations -Summer Residential Load -Room by Room Component Details Mr & Mrs Ulrich Project Title: Code Only 151 Club Drive Ulrich Residence Professional Version Atlantic Beach, FL 32233-0000 Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 18.0 F 9/9/2009 Component Loads for Zone #3: 3rd Floor Type* Overhang Window Area(sgft) HTM Load WindOW PNSHGC/U/InSh/ExSh/IS Omt Len H t Gross Shaded Unshade Shaded Unshaded I 15 2, SHGC=0.30, 0.35, None,0.15,H S 2ft. 2ft. 12.0 12.0 0.0 11 12 _ _ 136 Btuh 16 2, SHGC=0.30, 0.35, None,0.15,N S 21.5f 2ft. 10.0 10.0 0.0 13 13 126 Btuh 17 2, SHGC=0.30, 0.35, None,N,H W 2ft. 2ft. 18.0 16.0 2.0 11 32 246 Btuh 18 2, SHGC=0.30, 0.35, None,0.15,NW 2ft. 2ft. 6.0 4.0 2.0 13 16 82 Btuh 19 2, SHGC=0.30, 0.35, None,0.15,N N 2ft. 2ft. 12.0 0.0 12.0 13 13 151 Btuh 20 2, SHGC=0.30, 0.35, None,0.15,N N 2ft. 7ft. 16.0 0.0 16.0 13 13 202 Btuh 21 2, SHGC=0.30, 0.35, None,0.15,N E Eft. 2ft. 48.0 48.0 0.0 13 16 605 Btuh 22 2, SHGC=0.30, 0.35, None,0.15,H E 2ft. 2ft. 12.0 11.0 1.0 11 14 139 Btuh __ Window Total _ __ _134 (sgft) 1686 Btuh Walls Type _ _ R-Value/U-Value Area(sgft) HTM Load 4 Frame -Wood - Ext 19.0/0.08 776.5 1.6 1224 Btuh Wall Total 777 (sgft) 1224 Btuh Doors ; __ ____ Type _______ Area (sgft) HTM ~ Load 6 Insulated -Exterior 28.0 10.1 284 Btuh Door Total 28 (sgft) I 284 Btuh , Ceilings _ _ Type/Color/Surface R-Value _ _ Area(sgft) HTM Load 2 Unvented AttiGDarkShingle 21.0 1054.0 3.3 3435 Btuh Ceiling Total 1054 (sgft) 3435 Btuh Zone Envelope Subtotal: 6630 Btuh Infiltration Type ACH Volume(cuft) wall area(sgft) CFM= Load ~ SensibleNatural 0.20 9430 777 28.7 567 Btuh Internal Occupants _ Btuh/occupant Appliance Load ~ ain 2 X 230 + 0 460 Btuh Sensible Envelope Load: 7657 Btuh Duct load Average sealed, Supply(R6.0-Cond.), Return(R6.0-Cond) (DGM of 0.000) I 0 Btuh Sensible Zone Load ~ 7657 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 Manual J Summer Calculations Residential Load -Component Details (continued) Mr & Mrs Ulrich Project Title: Code Only 151 Club Drive Ulrich Residence Professional Version Atlantic Beach, FL 32233-0000 Climate: North 9/9/2009 -- Component Loads for Zone #2: 2nd Floor ~I Type' Overhang Window Area(sgft) HTM Load WIndOW PNSHGC/U/InSh/ExSh/IS Omt Len H t Gross Shaded Unshade Shaded Unshaded~ __ 7 2, SHGC=0.30, 0.35, None,0.15,H S 2ft. 8ft. 36.0 36.0 0.0 11 12 408 Btuh 8 2, SHGC=0.30, 0.35, None,0.15,H S 2ft. 7ft. 105.0 105.0 0.0 11 12 1190 Btuh 9 2, SHGC=0.30, 0.35, None,0.15,HW 2ft. 7ft. 72.0 7.9 64.1 11 14 1012 Btuh 10 2, SHGC=0.30, 0.35, None,0.15,HW 2ft. 7ft. 15.0 0.0 15.0 11 14 216 Btuh 11 2, SHGC=0.30, 0.35, None,0.15,H N 2ft. 3.5ft. 10.0 0.0 10.0 11 11 113 Btuh 12 ~ 2, SHGC=0.30, 0.35, None,0.15,H E 2ft. 3.5ft. 30.0 19.0 11.0 11 14 374 Btuh 13 2, SHGC=0.30, 0.35, None,0.15,N E 10ft. 2ft. 96.0 96.0 0.0 13 16 1209 Btuh 14 23 2, SHGC=0.30, 0.35, None,0.15,H E 2ft. 3.5ft. 36.0 25.0 11.0 11 14 2, SHGC=0.30, 0.80, Skylight N (26deg.) 12.0 0.0 12.0 11 86 442 Btuh 1038 Btuh j Window Total __ 412 (sgft) 6002 Btuh Walls Type R-Value/U-Value Area(sgft) HTM Load 3 Frame -Wood - Ext 19.0/0.08 1875.0 1.6 2956 Btuh Wall Total 1875 (sgft) 2956 Btuh j Ceilings _ _ Type/Color/Surface R-Value Area(sgft) HTM Load 1 __ Unvented AttiGDarkShingle 21.0 1201.0 3.3 Ceiling Total 1201 (sgft) __ _ _ _.__ 3914 Btuh 3914 Btuh Zone Envelope Subtotal: 12871 Btuh Infiltration Type ACH Volume(cuft) wall area(sgft) CFM= Load en sibleNatural S 0.20 20880 1875 69.2 1370 Btuh Internal _ _ __ Occupants Btuh/occupant Appliance Load ~ gam_ ___ 2 X 230 + 0 460 Btuh Sensible Envelope Load: 14701 Btuh Duct load Average sealed, Supply(R6.0-Cond.), Return(R6.0-Cond) (DGM of 0.000) ~ 0 Btuh _ _ i Sensible Zone Load ~ _ _-- 14701 Btuh The following window Excursion will be assigned to the system loads Windows October excursion for System 3 123 Btuh July excursion for System 2 40 Btuh October excursion for System 1 0 Btuh Excursion Subtotal: 163 Btuh Duct load 0 Btuh Sensible Excursion Load 163 Btuh EnergyGauge® FLRCPB v4.5.2 Page 2 Manual J Summer Calculations Residential Load -Component Details (continued) Mr & Mrs Ulrich Project Title: Code Only 151 Club Drive Ulrich Residence Professional Version Atlantic Beach, FL 32233-0000 Climate: North ~ Component Loads for Zone #1: 1st Floor Type" Overhang Window Area(sgft) HTM Load Window PNSHGC/U/InSh/ExSh/IS __Ornt Len Hgt Gross Shaded Unshade Shaded Unshaded 1 2, SHGC=0.30, 0.35, None,0.15,N S Eft. 1.5ft. 20.0 20.0 0.0 13 13 252 Btuh 2 2, SHGC=0.30, 0.35, None,N,H W ~ ~ 2ft. 15ft. 15.0 0.0 15.0 11 32 475 Btuh 3 2, SHGC=0.30, 0.35, None,N,H N 2ft. 15ft. 30.0 0.0 30.0 11 11 340 Btuh i 4 2, SHGC=0.30, 0.35, None,N,H N 2ft. 24ft. 8.0 0.0 8.0 11 11 91 Btuh 5 2, SHGC=0.30, 0.35, None,N,N E 27ft. aft. 10.0 10.0 0.0 13 35 126 Btuh ~ 6 ! 2, SHGC=0.30, 0.35, None,0.15,N E 10ft. 2ft. 80.0 80.0 0.0 13 16 1008 Btuh Window Total _ 163 (sgft) 2291 Btuh i Walls Type R-Value/U -Value Area(sgft) HTM ____ Load i 1 Frame -Wood - Adj 19.0/0.08 401.0 1.4 558 Btuh ~ 2 Concrete BIk,Hollow- Ext 7.0/0.12 921.5 1.9 1777 Btuh Wall Total 1323 (sgft) 2335 Btuh Doors Type Area (sgft) HTM Load 1 Insulated -Adjacent 20.3 10.1 206 Btuh ~ 2 Insulated -Adjacent 20.3 10.1 206 Btuh 3 Insulated -Exterior 28.0 10.1 284 Btuh 4 Insulated -Exterior 27.0 10.1 274 Btuh 5 Insulated -Exterior 10.0 10.1 102 Btuh Door Total _ _ 106 (sgft) 1071 Btuh Floors , Type R-Value Size HTM Load j 1 Slab On Grade 0.0 173 (ft(p)) 0 0 ' 0 Btuh Floor Total 173.0 (sgft) . 0 Btuh Zone Envelope Subtotal: 5697 Btuh Infiltration Type ACH Volume(cuft) wall area(sgft) CFM= ~ Load SensibleNatural 0.20 13720 1323 48.8 ~ 966 Btuh Internal Occupants Btuh/occupant Appliance I Load gain 1 X 230 + 0 ~ 230 Btuh Sensible Envelope Load: , 6894 Btuh Duct load --- Average sealed, Supply(R6.0-Cond.), Return(R6.0-Cond) (DGM of 0.000) _ ____0 _Btuh Sensible Zone Load 6894 Btuh EnergyGauge® FLRCPB v4.5.2 Page 3 Manual J Summer Calculations Residential Load -Component Details (continued) Mr & Mrs Ulrich Project Title: Code Only 151 Club Drive Ulrich Residence Professional Version Atlantic Beach, FL 32233-0000 Climate: North 9/9/2009 SYSTEM GROUPS (BLOCK LOADS) I Sensible Envelope Load Window Excursion Cooling Loads Sensible Duct Load (duct gain multiplier of 0.000) (Includes 0 Btuh due to window excursion) Sensible ventilation For System(s): Zone Sensible gain 3 Latent infiltration/ventilation gain Serving Zones: Latent occupant gain 3 Latent duct gain Latent other gain Total block load 7657 Btuh 123 Btuh 0 Btuh 0 Btuh 7780 Btuh 1033 Btuh 400 Btuh 0 Btuh 0 Btuh 9213 Btuh Sensible Envelope Load Window Excursion Cooling Loads Sensible Duct Load (duct gain multiplier of 0.000) (Includes 0 Btuh due to window excursion) Sensible ventilation For System(s): Zone Sensible gain 2 Latent infiltration/ventilation gain Serving Zones: Latent occupant gain 2 Latent duct gain Latent other gain Total block load 14701 Btuh 40 Btuh 0 Btuh 0 Btuh 14741 Btuh 2494 Btuh 400 Btuh 0 Btuh 0 Btuh 17635 Btuh EnergyGauge® FLRCPB v4.5.2 Page 4 Manual J Summer Calculations Residential Load -Component Details (continued) Mr & Mrs Ulrich Project Title: Code Only 151 Club Drive Ulrich Residence Professional Version Atlantic Beach, FL 32233-0000 Climate: North 9/9/2009 SYSTEM GROUPS (BLOCK LOADS) Sensible Envelope Load Window Excursion Cooling Loads Sensible Duct Load (duct gain multiplier of 0.000) Sensible ventilation For System(s): Zone Sensible gain 1 Latent infiltration/ventilation gain Serving Zones: Latent occupant gain 1 Latent duct gain Latent other gain Total block load 6894 Btuh 0 Btuh 0 Btuh 0 Btuh 6894 Btuh 1759 Btuh 200 Btuh 0 Btuh 0 Btuh 8852 Btuh WHOLE HOUSE TOTALS Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Whole House Total sensible gain Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (5 people @ 200 Btuh per person) Latent other gain Latent total gain 29415 Btuh 0 Btuh 29415 Btuh 0 Btuh 0 Btuh 29415 Btuh 5285 Btuh 0 Btuh 0 Btuh 1000 Btuh 0 Btuh 6285 Btuh EQUIPMENT 1. Central Unit # 18000 Btuh 2. Central Unit # 18000 Btuh 3. Central Unit # 18000 Btuh nergy aug v ag 5 Manual J Summer Calculations Residential Load -Component Details (continued) Mr & Mrs Ulrich Project Title: Code Only 151 Club Drive Ulrich Residence Professional Version Atlantic Beach, FL 32233-0000 Climate: North 9/9/2009 *Key: Window types (Pn -Number of panes of glass) (SHGC -Shading coefficient of glass as SHGC numerical value or as clear or tint) (U -Window U-Factor or 'DEF' for default) (InSh -Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh -Exterior shading device: none(N) or numerical value) ''~ (BS -Insect screen: none(N), Full(F) or Half(H)) (Ornt -compass orientation) `~ ' Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 6 _{ - _ ~. ---j' ~uu aL m.LL I, _ AI sli ....v v remoP ewie Arm TM a wy~ wnaMC E%GE!°I' m i+oiec' AYE ~H Dt~ AB HTm ____ ,~I~AL,..... iClm. YD O oI~ECB. BRre AN! 91 A:.L MR AID LEILPL ~~uiB AIQ is~T. Flees tTW 6I uNSE SLAG+DLOaC ao .win u•am un~ A"~u ~icsB°~.~ 'ova eBe onelawe laleo. ALL N21aae MD PnEraOR iLOOP i 62P fM19 Ye M BMALL wAK • Nal-YIP FMIeN+O'¢i G GWF~G~.FM a Pei v u un~'oo MTA~ttr uurw meaner. ca~c~ie of [ulw e+A:L ne PPEBeUIC n~Amo AM1ProPR:AT! r wa ne wDnv.N p ~, o~ Qj: ~ .~ alo exeaE aPV~Mw __-.. >~ M''°°'~ °'~' e.eP~.n _~~~I Flewe >TrYi~,. ~rM ~~ ~ ~ B" CTIJ WALL FRG 9E WALL _ . AREA TABII.ATION ___- - ~ )~J 1~ r~a N S i ~,! ~ ~i r~~~~; U~ 2'; ~~~ "I ~g jl ~~B ~• o aj !) v l n~ ~ W) -~~ Q• i ~ x I :+ ~ C5 :€ y ~~ jt z x X -~x ' c +W W ~~ W v Z J ~~g ~ Uo ~~~ z ua, V ~Q~ ~ ~ ~~`~ICBG~N ~ I i ~a~mims j L "".. __ 4403 i -~'' i A(o~ loo ~. 3) ALL W2!!OR W.LLS s1H ~.a lxcEPt ns ttliFD A4LL B+LI TII~YJEOOi9 AIQ acrunL ].~.+k' .s'S¢ ~~tliWT:n' u eLL bx1EWOG er_PS A/! Lo D[*ert!!m Br onEl~. 2 My eEiLNG MEGHIO AI! rar¢u Bean YuBd.OCK tY LaYallS wliH *V! DCi4k6 D?! BY pnFRS. ML.EG6 Ot1E!LIbE Ipi®. s BTATC fl£'mCIENf CF ~ReICTCW~F&'E ap 9ARTM CE ~RG43Yp: 116~R6 p4=gpfYtlaiELY Ww tic Ca'DItIM ro Y) ~. LAed B! iPrtkAEp eisw~+cY tlCN£ +I+D IimE oI'Ewwab ..,.,....]0 nrLre ~. ~ ' I ,~.° "` { ` ~ ~'%F ~ STAIR DEt,41L ~, r ~ ~a n ~ ~. ;~~ ® Q ,.- -- - ~- ,- w a ~ a„weti ® ~~l. ~ e~® m.~_ I i- ~ r~ ~. .;,~,~ i, ~ I r- B' CH'J WAL~ ~'.. i ~_ . ___ -. - ... __._.. s L 1e. i,n. ii._e. ~ s-o . ~~-m ' FIiOtIE WAL 5 S~GONp ~LOOfi~ i~L~4N i' { d'! p~l~~, I +~i k„3 Fy 8~ ~8~ yl o ~7E ~ ~ x ~j zl U i ~; w Q~ >- ~~ e U' i ~~'a z s~k a j 2 :~ x U Z J LL~ --^^ V/ Q~ UU mFJ _ ~Q> U ~+Qa _KHG/D4 4/I'1i09 ~. ~.,~._m..__ _ 1 p~4403 I ~~ ~~ ;, BUILDING INPUT SUMMARY REPORT j Title: Ulrich Residence Family Type: Single Address Type: Street Address ~- ~ Owner: Mr & M rs Ulrich New/Existing: New Lot #: N!A W I # of Units: 1 Bedrooms: 4 Subdivision: N/A '~! ,i Builder Name: Brylen Homes, Ltd Conditioned Area: 4403 Platbook: N/A ~ ~~ Climate: North Total Stories: 3 Street: 151 Club Drive a ' Permit Office: Atlantic Beach Worst Case: No County: Duvai Jurisdiction #: (blank) Rotate Angle: (blank) City, St, Zip: Atlantic Beach, FL, 32233-0000 (/) # i Floor Type R-Val ArealPerimeter Units ~ # Door Type Orientation -- - __ _ .. Area _ _- Units _ __ i ~ 1 -- -- - ___. Slab-On-Grade Edga Insulation -_ 0.0 _ _ _ _ 173.0(p) ft 1 - _ ~ ~ 1 Insulated Ad}'scent 20.3 ftz 1 ~ 12 Insulated Adjacent 20.3 ftz 1 O 0 3 Insulated Exterior 14.0 ftz 2 ...I i 4 Insulated Exterior ~ 14.0 ftz 2 LL ~ 2 Other(s) - 23.5 ftz N # .Ceiling Type R-Val Area Base Area Units ~ # System Type __ Efficiency _ - Capacity _ _ __ (' 1 Under Attic 21.0 1201.0 ftz 1075.0 ftz 1 Z ~ 1 Central Unit SEER 13.00 18.0 kBtulhr ' 2 Under Attic 21.0 1054.0 ftz 943.0 ftz 1 2 Central Unit SEER. 13.00 18.0 k8tu/hr Z J 3 Central Unit SEER: 13.00 18.0 kBtu/hr J {~.~ V ~ i li N M V - liers: None Credit Muti Cre one ens: dit ult p p # Wall Type Location R-Val Area Units # System Type Efficiency Capacity in 1 Frame -Wood Adjacent 19.0 401.0 ftz 1 1 5 ftz 1 0 9 Z i 1 Electric Heat Pump 2 El tri Heat P HSPF: 7.70 HSPF: 7 70 1 S.0 kBtuhv 0 kBtu/hr 18 J 2 Concrete Block - Int Insul Exterior . 7. 2 c ump ec . . J 3 Frame -Wood Exterior 19.0 1875.0 ftz 1 H 3 Electric Heat Pump HSPF: 7.70 18.0 kBtu/hr 4 Q Frame -Wood Exterior z 19.0 776.5 ft 1 3i = ~ ipliers: None Credit M u l t l1 rr uu pppp ~ ler # r gguuppp ly pp ' ion Location LoCatfon Locat ~ R-V~ Lerrgt~i # Panes Tint Ornt Area OH Length OH Hght Un N ~ 1 D, U=0.35 SHGC=0.30 S 10.0 ftz 6.0 ft 1.5 ft 2 i 1 Cond. Cond. Interior 6.0 90.0 ft 2 D, U=0.35 SHGC=0.30 W 15.0 ftz 2.0 ft 15.0 ft 1 U 2 Cond. Cond. Interior 6.0 150.0 ft 3 D, U=0.35 SHGC=0.30 N 15.0 ftz 2.0 ft 15.0 ft 2 3 Cond. Cond. Attic 6.0 75.0 ft 4 D, U=0.35 SHGC=0.30 N 8.0 ftz 2.0 ft 24.0 ft 1 Q ~, 5 D, U=0.35 SHGC=0.30 E 10.0 ftz 27.0 ft 3.0 ft 1 -_ ___ __. _ . ___ . Credit Multipliers: AHU sealed ___ ____ -__ _. 6 U=0.35 SHGC=0.30 D E 80.0 ftz 10.0 ft 2.0 ft 1 ~ 7 , D, U=0.35 SHGC=0.30 S 18.0 ftz 2.0 ft 8.0 ft 2 # System Type EF Cap. ~ Conservation Type Con. EF 8 D, U=0.35 SHGC=0.30 S 15.0 ftz 2.0 ft 7.0 ft 7 --- - _.___ ___ W 1 LP Gas 0.00 1.0 _ _ _______ None ___ __ _ __ 0.00 9 1 D, U=0.35 SHGC=0.30 W 18.0 ftz 2.0 ft 7.0 ft q 10 D, U=0.35 SHGC=0.30 W 15.0 ftz 2.0 ft 7.0 ft 1 Q 11 D, U=0.35 SHGC=0.30 N 10.0 ftz 2.0 ft 3.5 ft 1 ~ 12 D, U=0.35 SHGC=0.30 E 15.0 ftz 2.0 ft 3.5 ft 2 ~ 13 D, U=0.35 SHGC=0.30 E 96.0 ftz 10.0 ft 2.0 ft 1 # Use Default? Annual Opera ting Cost Electr ic Rate ~ 14 D, U=0.35 SHGC=0.30 E 18.0 ftz 2.0 ft 3.5 ft 2 - _ -- -_ 3 15 D, U=0.35 SHGC=0.30 S 12.0 ftz 2.0 ft 2.0 ft 1 ~ 1 Yes N1A N/A 0 ~ 16 D, U=0.35 SHGC=0.30 S 10.0 ftz 21.5 ft 2.0 ft 1 tJL 17 0 I D, U=0.35 SHGC=0.30 W 6.0 ftz 2.0 ft 2.0 ft 3 W , ~ ~ 18 D, U=0.35 SHGC=0.30 W Z.0 ftz 2.0 ft 2.0 ft 3 19 D, U=0.35 SHGC=0.30 N 6.0 ftz 2.0 ft 2.0 ft 2 20 D, U=0.35 SHGC=0.30 N 8.0 ftz 2.0 ft 7.0 ft 2 21 D, U=0.35 SHGC=0.30 E 12.0 ftz 6.0 ft 2.0 ft 4 22 D, U=0.35 SHGC=0.30 E 12.0 ftz 2.0 ft 2.0 ft 1 23 D, U=0.35 SHGC=0.30 H 6.0 ftz OA ft 0.0 ft 2 ii Rater Name: CodeOnlyPro Class #: 3 Pool Size: 0 V ~; Rater Certification #: CodeOnlyPro Duct Leakage Type: N/A Pump Size: 0. 00 hp V1 li Area Under Fluorescent: 0.0 Visible Duct Disconnects: N/A Dryer Type: El ectric ii Area Under Incandescent: 4403.0 Leak Free Duct System Proposed: No Stove Type: Electric NOTE: Not all Rating info s hown HRV/ERV System Present?: No Avg Ceil Hgt: EnergyGauge® (Version: FLRCPB v4.5.2) Residential System Sizing Calculation Summary Mr & Mrs Ulrich Project Title: Code Only 151 Club Drive Ulrict- Residence Professional Version Atlantic Beach, FL 32233-0000 Climate: North /s/2nos Location for weathec data: Jacksonville -Defaults: Latitude(30) Altitude(26 ft.) Temp Range(M) Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidi difference 53 r. Winter design temperature 32 F Summer design temperature 93 F Winter setpoint 70 F Summer setpoint 75 F Winter tem erature difference 38 F Summer tem erature difference 18 F Total heatin load calculation 43762 Btuh Total coolin load calculation 35700 Btuh Submitted heating capacity % of talc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 123.4 54000 Sensible (SHR = 0.75) 137.7 40500 Heat Pump + Auxiliary(O.OkV1r7 123.4 54000 Latent 214.8 13500 Total Electric Heat Pum 151.3 54000 WINTER CALCULATIONS Winter Heating I nod (fnr 44n3 saftl Load com onent Load Window total 709 sgft 9635 Btuh Wall total 3974 sgft 13107 Btuh Door total 134 sgft 1776 Btuh Ceiling total 2255 sgft 3825 Btuh Floor total 173 sgft 7757 Btuh Infiltration 183 cfm 7662 Btuh Duct loss 0 Btuh Subtotal 43762 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 43762 Btuh ~~,~~.(, a%~ Doors(4%) Fbors(19%J SUMMER CALCULATIONS Qi,mmor f nnlinn I n~ti /fnr dd(13 cnftl Load com onent Load Window total 709 sgft 10143 Btuh Wall total 3974 sgft 6515 Btuh Door total 134 sgft 1355 Btuh Ceiling total 2255 sgft 7349 Btuh Floor total 0 Btuh Infiltration 147 cfm 2904 Btuh Internal gain 1150 Btuh Duct gain 0 Btuh Sens. Ventilation 0 ctm 0 Btuh Total sensible gain 29415 Btuh Latent gain(ducts) 0 Btuh Latent gain(infiltration) 5285 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/othe r) 1000 Btuh Total latent gain 6285 Btuh TOTAL HEAT GAIN 35700 Btuh IntA.(23%) Doors(4%) wens(a a%~ v~MCbws(z2%) ceixr,gs(s%~ VNndows(29%) cGn~g:(zi %~ EnergyGauge® System Sizing Version 8 PREPARED BY: For Florida residences only DATE: EnergyGauge® FLRCPB v4.5.2 - wees(3o%~ ~~VPr~El~~43%~ Residential Window Diversity Midsummer Mr & Mrs Ulrich Project Title: Code Only 151 Ctub Drive Ulrich Residence Professional Version Atlantic Beach, FL 32233-0000 Climate: North 9/9/2009 Weather data for: Jacksonville -Defaults Summer design temperature 93 F Average window load for July 11742 Btu Summer setpoint 75 F Peak window load for July 15409 Btu Summer temperature difference 18 F Excusion limit(130% of Ave.) 15265 Btu Latitude 30 North Window excursion (Jul 144 Btuh WINDOW Average and Peak Loads Limit far excursion 15000.00 140oo.ao k ~~ j 13000.00 '~ Y 12000.00 ~ ~ 12 Haur Average 11000.00 ,~ ~ 10000.00 ~"'~ ~•, 1 9000.00 ~ 6000 00 . 7000.00 ~ ~. 6000.00 5000.00 4000.00 3aoa.oo zooo.oo 1 ooo.ao o.ao S a.m. 10 12 2 p.m. 4 p.m. 6 p.m. 6 p.m. e.m. Total July Window Load(Radiation and conduction) Warning. This application has glass areas that produce relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms. A zoned system may be required or some rooms may require zone control. EnergyGauge® System Sizing for Florida residences only PREPARED BY: DATE: EnergyGauge® FLRCPB v4.5.2 Residential Window Diversity Mr & Mrs Ulrich Project Title: Code Only 151 Glub Drive Ulrich Residence Professional Version Atlantic Beach, FL 32233-0000 Climate: North 9/9/2009 Weather data for: Jacksonville -Defaults Summer design temperature 93 F Average window load for July 11742 Btu Summer setpoint 75 F Peak window load for July 15409 Btu Summer temperature difference 18 F Excusion limit(130% of Ave.) 15265 Btu Latitude 30 North Window excursion Jul 163 Btuh WINDOW Average and Peak Loads 1$000.DO 1700D.00 16000.00 1 s000.00 14000.00 13000.00 12000.00 ~ 11000.00 loaoo.oo sooo.oo a sooo.oD 7000.00 6aoo.oo sooo.oa 4aoo.oD 3000.00 20DD.D0 100D.04 0.00 for ' ~ : -~ i 12 Hour Average ~ ' ~ ~f ~~ .,.r--y ~~ ~~ - ~' ,~~ - ~` Detailed ~y 1 '~ Sy 'ti ~,~ $ a.m. 10 a.m. 12 2 p.m. 4 p.m. 6 p.m. 8 p.m. July Window Total October Window Total July Radiation October Radiation July Conduction October Conduction EnergyGauge® System Sizing for Florida residences only PREPARED BY: DATE: EnergyGauge® FLRCPB v4.5.2 ~, ~. n~~utu. ~ System Sizing Calculations -Winter Residential Load -Room by Room Component Details Mr & Mrs Ulrich Project Title: Code Only 151 Club Drive Ulrich Residence Professional Version Atlantic Beach, FL 32233-0000 Climate: Plorth Reference City: Jacksonville (Defaults) Winter Temperature Difference: 38.0 F 9/9/2009 omponent Loads for Zone #3: 3rd Floor Window Panes/SHGC/Frame/U Orientation Area s ft X HTM= Load 15 2, SHGC=0.30, TIM, 0.35 S 12.0 13.3 160 Btuh 16 2, SHGC=0.30, TIM, 0.35 S 10.0 13.3 133 Btuh 17 2, SHGC=0.30, TIM, 0.35 W 18.0 13.3 239 Btuh 18 2, SHGC=0.30, TIM, 0.35 W 6.0 13.3 80 Btuh 19 2, SHGC=0.30, TIM, 0.35 N 12.0 13.3 160 Btuh 20 2, SHGC=0.30, TIM, 0.35 N 16.0 13.3 213 Btuh 21 2, SHGC=0.30, TIM, 0.35 E 48.0 13.3 638 Btuh 22 2, SHGC=0.30, TIM, 0.35 E 12.0 13.3 160 Stuh Window Total 134 s ft 1782 Btuh Walls Type R-Value Area X HTM= Load 4 Frame -Wood - Ext(0.08) 19.0 777 2.9 2280 Btuh Wall Total 777 2280 Btuh Doors Type Area X HTM= Load 6 Insulated -Exterior 28 13.3 372 Btuh Door Total 28 372Btuh Ceilings Type/Color/Surface R-Value Area X HTM= Load 2 Unvented Attic/D/Shin 21.0 1054 1.7 1788 Btuh Ceilin Total 1054 1788Btuh Zone Envelope Subtotal: 6223 Btuh Infiltration Type ACH X Volume(cuft) walls(sgft) CFM= Natural 0.25 9430 777 35.8 1497 Btuh Ducttoad Average sealed, Supply(R6.0-Cond.), Return(R6.0-CondpLM of 0.000} 0 Btuh Zone #3 Sensible Zone Subtotal 7720 Btuh EnergyGauge~ FLf2CPB v4.5.2 Page 1 Manual J Winter Calculations Residential Load -Component details (continued) Mr & Mrs Ulrich Project Title: Code Only 151 Ciub Drive Ulrich Residence Professional Version Atlantic Beach, FL 32233-0000 Climate: North 9/9/2009 omponent Loads for Zone #2: 2nd Floor Window Panes/SHGC/Frame/U Orientation Area s ft X HTM= Load 7 2, SHGC=0.30, TIM, 0.35 S 36.0 13.3 479 Btuh 8 2, SHGC=0.30, TIM, 0.35 S 105.0 13.3 1396 Btuh 9 2, SHGC=0.30, TIM, 0.35 W 72.0 13.3 958 Btuh 10 2, SHGC=0.30, TIM, 0.35 W 15.0 13.3 200 Btuh 11 2, SHGC=0.30, TIM, 0.35 N 10.0 13.3 133 Btuh 12 2, SHGC=0.30, TIM, 0.35 E 30.0 13.3 399 Btuh 13 2, SHGC=0.30, TIM, 0.35 E 96.0 13.3 1277 Btuh 14 2, SHGC=0.30, TIM, 0.35 E 36.0 13.3 479 Btuh 23 2, SHGC=0.30, TIM, 0.80 SKY(N) 12.0 30.4 365 Btuh Window Total 412 s ft 5685 Btuh Walls Type R-Value Area X HTM= Load 3 Frame -Wood - Ext(0.08) 19.0 1875 2.9 5506 Btuh Wall Total 1875 5506 Btuh Ceilings Type/Color/SurFace R-Value Area X HTM= Load 1 Unvented Attic/D/Shin 21.0 1201 1.7 2037 Btuh Ceilin Total 1201 2037Btuh Zone Envelope Subtotal: 13228 Btuh Infiltration Type ACH X Volume(cuft) walls(sgft) CFM= Natural 0.25 20880 1875 86.6 3615 Btuh Ductload Average sealed, Supply(R6.0-Cond.), Return(R6.0-Cond~LM of 0.000) 0 Btuh Zone #2 Sensible Zone Subtotal 16843 Btuh (Component Loads for Zone #1: 1st Floor I Window Panes/SHGC/Frame/U Orientation Area s ft X HTM= toad 1 2, SHGC=0.30, TIM, 0.35 S 20.0 13.3 266 Btuh 2 2, SHGC=0.30, TIM, 0.35 W 15.0 13.3 200 Btuh 3 2, SHGC=0.30, TIM, 0.35 N 30.0 13.3 399 Btuh 4 2, SHGC=0.30, TiM, 0.35 N 8.0 13.3 106 Btuh 5 2, SHGC=0.30, TIM, 0.35 E 10.0 13.3 133 Btuh 6 2, SHGC=0.30, TIM, 0.35 E 80.0 13.3 1064 Btuh Window Total 163 s ft 2168 Btuh Walls Type R-Value Area X HTM= Load 1 Frame -Wood - Adj(0.08) 19.0 401 2.9 1177 Btuh 2 Concrete 81k,Hollow - Ext(0.12) 7.0 922 4.5 4143 Btuh Wall Total Ener Gau e® FLRCFI~~~5.2 5321 Btuh Page 2 Manual J Winter calculations Residential Load -Component Details (continued) Mr & Mrs Ulrich Project Title: Code Only 151 Club Drive Ulrich Residence Professional Version Atlantic Beach, FL 32233-0000 C{imate: North 9/9/2009 Doors Type Area X HTM= Load 1 Insulated -Adjacent 20 13.3 269 Btuh 2 Insulated -Adjacent 20 13.3 269 Btuh 3 Insulated -Exterior 28 13.3 372 Btuh 4 Insulated -Exterior 27 13.3 359 Btuh 5 Insulated -Exterior 10 13.3 133 Btuh Door Total 106 1403Btuh Floors Type R-Value Size X NTM= Load 1 Slab On Grade 0 173.0 ft(p) 44.8 7757 Btuh Floor Total 173 7757 Btuh Zone Envelope Subtotal: 16649 Btuh Infiltration Type ACH X Volume(cuft) walls(sgft) CFM= Natural 0.25 13720 1323 61.1 2550 Btuh Ductlosd Average sealed, Supply(R6.0-Cond.), Return(R6.0-CondpLM of 0.000) 0 Btuh Zone #1 Sensible Zone Subtotal 19199 Btuh SYSTEM GROUPS (BLOCK LOADS) Heating Loads For System(s):3 Block load 7720 Btuh Serving Zones: 3 Heating Loads For System(s):2 Block load 16843 Btuh !~ Serving Zones: 2 Heating Loads For System(s):1 Block load 19199 Btuh Serving Zones: 1 EnergyGauge~ FLRCPB v4.5.2 Page 3 Manual J Winter Calculations Residential Load -Component Details (continued) Mr & Mrs Ulrich Project Title: Code Onty 151 Club Drive Ulrich Residence Processional Version Atlantic Beach, ~'L 32233-0000 Climate: North 919!2009 HOUSE TOTALS Subtotal Sensible 43762 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 43762 8tuh EQUIPMENT 1. Electric Heat Pump # 18000 Btuh 2. Electric Heat Pump # 18000 Btuh 3. Electric Heat Pump # 18000 Btuh Key: Window types (SHGC -Shading coefficient of glass as SHGC numerical value or as Gear of tird) (Frame types -metal, wood Or insulated metal) (U -Window U-Factor or'DEF' for default) (HTM -Manual) Heat Transfer Mu4tiplier) Key: Floor size (perimeter(p) for slab-on-grade or area for all other floor types ) Version 8 For Florida residences or>ty EnergyGauge® FLRCPB v~.5.2 Page 4 System Sizing Calculations -Summer Residential Load -Room by Room Component Details Mr & Mrs Ulrich Project Title: Code Only 151 Club Drive Ulrich Residence Professional Version Atlantic Beach, FL 32233-0000 Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 18.0 F 9/9/2009 Component Loads for Zone #3: 3rd Floor W;ndow Type' PnlSHGClU/InShlEx5h/IS Omt Overhang Len Hc~t Window Area(sgft) Gross Shaded Unshade HTM Shaded Unshaded 15 2, SHGC=0.30, 0.35, None,0.15,H 5 2ft. 2ft. 12.0 12.0 0.0 11 12 16 2, SHGC=0.30, 0.35, None,0.15,N S 21,5f 2ft. 10.0 10.0 0.0 13 13 17 2, SHGC=0.30, 0.35, None,N,H W 2ft. 2ft. 18.0 16,0 2.0 11 32 18 2, SHGC=0.30, 0.35, None,0.15,NW 2ft. 2ft. 6.0 4.0 2.0 13 16 19 2, SHGC=0.30, 0.35, None,0.15,N N 2ft. 2ft. 12.0 0.0 12.0 13 13 20 2, SHGC=0.30, 0.35, None,0.15,N N 2ft. 7ft. 16.0 0.0 16.0 13 13 21 2, SHGC=0.30, 0.35, None,0.15,N E Eft. 2ft. 48.0 48.0 0.0 13 16 22 2, SHGC=0.30, 0.35, None,0.15,H E 2ft. 2ft. 12.0 11.0 1.0 11 14 Window Tot a I 134 (s gft) _ __ __ VNatis ~ _ __ __ __ _ _ Type ~ _ R-Value/U-Value _ _ Area(sgft) WTM 4 Frame -Wood - Ext 19.010.08 776.5 1.6 Wall Total 777 (sgft) ____ Doors Type _ . Area (sgft) __ _ _ _ HTM 6 Insulated -Exterior 28.0 10.1 Door Total 28 (sgft) _________ __ Ceilings __ _ _ TypelColor%Surface _ R-Value __ __ _ _ Area(sgft) __ _, _ HTM 2 Unvented AttiGDarkShirigte 21.0 1054.0 3.3 Ceiling Total 1054 (sgft} _ Zone Envelope Subtotal: infiltration Type SensibleNatural Internal Duct load .0-Cond of 0 Sensible Zone Load ACH Volume(cuft) wall area(sgft) CFM= 0.20 9430 777 28.7 Occupants t3tuh/occupant Appliance 2 X 230 + 0 Sensible Envelope Load: EnergyGauge® FLRCPB v4.5.2 __ _i Load- ~-~~ ~ss stun _ 126 Btuh 246 Btuh s2 Btun 151 Btuh 202 Btuh 605 Btuh 139 Btun ' 1686 Btuh 12za Btun 1224 Btuh Load 284 Btuh 284 Btuh -__-_ _- Load 3435 Btuh 3435 Btuh 6630 Btuh Load 567 Btuh Load 460 Btuh 7657 Btuh 0 Btuh 7657 Btuh Page 1 ll~anual J Summer Calculations Residential Load -Component Details {continued) Mr 8~ Mrs Ulrich Project Title: Code Only 151 Club Drive Ulrich Residence Professional Version Atlantic Beach, FL 32233-0000 Climate: North 9/9/2009 Component Loads for Zone #2; 2nd Floor Type* Ovefiang Window Area(sgft) HTM Load WIndO_W PNSHGC/U/InSh/ExSh/IS _ Omt Len _ Hgt_ _ _ _ Gross_ Shaded_Unshad ~ Shaded Unshaded _ _, _ _ _ 7 2, SHGC=0.30, 0.35, None,0.15,H S 2ft. 8ft. 38.0 36.0 0.0 11 12 408 Btuh 8 2, SHGC=0.30, 0.35, None,0.15,H S 2ft. 7ft. 105.0 105.0 0.0 11 12 1190 Btuh 9 2, SHGC=0.30, 0.35, None,0.15,HW 2ft. 7ft. 72.0 7.9 64.1 11 14 1012 Btuh 10 2, SHGC=0.30, 0.35, None,0.15,HW 2ft. 7ft. 15.0 0.0 15.0 11 14 216 Btuh 11 2, SHGG=0.30, 0.35, None,0.15,H N 2ft. 3.5ft. 10.0 0.0 10.0 11 11 113 Btuh 12 2, SHGC=0.30, 0.35, None,0.15,H E 2ft. 3.5ft. 30.0 19.0 11.0 11 14 374 Btuh 13 2, SHGC=0.30, 0.35, None,0.15,N E 10ft. 2ft. 96.0 96.0 0.0 13 16 1209 Btuh 14 2, SHGC=0.30, 0.35, None,0.15,H E 2ft. 3.5ft. 36.0 25.0 11.0 11 14 442 Btuh 23 2, SHGC=0.30, 0.80, Skylight N (26deg.) 12.0 0.0 12.0 11 86 1038 Btuh Window Total 412 (sgft) 6002 Btuh Walls Type R-Value/U-Value Area(sgft) HTM Load 3 t<rame -Wood - Ext 19.0/0.06 1875.0 1.6 2956 Btuh Wall Total 1875 (sgft)_ __ __ 2956 Btuh j Ceilings TypeiColor/Surface R-Value Area(sgft) HTM Load 1 Unvented AttiGDarkShingle 21.0 1201.0 3.3 3914 Btuh ~_ _ Ceiling Total __ _ 1201 (sgft) _ 3914 Btuh - -___---. __-. _ - _. ---- Zone Envelope Subtotal: - -------_._--.._ -- ...______--_ -. 12871 - ,_ Btuh 11 - - -- Infiltration Type ACM Volume(cuft) wail area(sgft) CFM= Load 1 SensibleNatural 0.20 20880 1875 69.2 1370 Btuh Internal Occupants Btuh/occupant Appliance Load _~ain 2 X 230 + 0 460 Btuh Sensible Envelope Laad: 14701 Btuh Duct load Avera~. ee sealed, Supply(R6 0-Cand ), Return(R6 0-Cond) __ (DGM of _0.000) 0 Btuh 1, Sensible Zone Load 14701 Btuh __ __ _ The following window Excursion wilt be assigned to the system loads. Windows October excursion for System 3 July excursion for System 2 October excursion for System 1 Duct load 123 Btuh 40 Btuh 0 Btuh Excursion Subtotal: 163 Btuh 0 Btuh Sensible Excursion Load ~ 163 Btuh EnergyGauge® FLRCPB w4.5.2 Page 2 tVlanual ,! Summer Calculations Residential Load -Component Details (continued) Mr & Mrs Ulrich Project Title: Code Onty 151 Club Drive Ulrich Residence Professional Version Atlantic Beach, FL 32233-0000 Climate: North - _-_ __- _ -- - _ _ _ _ _~ ~a«naa Componen t Loads for Zone #1: 1st Floor Type* 'Overhang Window Area(sgft) HTM Load Window PNSHGC/U/InSh/ExSh/IS Omt Len Hit Gross Shaded Unshad Shaded Unshaded 1 2, SHGC=0.30, 0.35, None,0.15,N S Eft. 1.5ft. 20.d 20.0 0.0 13 13 252 Btuh 2 2, SHGC=0.30, 0.35, None,N,H W 2ft. 15ft. i5.0 0.0 15.0 11 32 475 Btuh 3 2, SHGC=0.30, 0.35, None,N,H N 2ft. 15ft. 30.0 0.0 30.0 11 11 340 Btuh 4 2, SHGC=0.30, 0.35, None,N,H N 2ft. 24ft. 8.0 0.0 8.0 11 11 91 Btuh 5 2, SHGC=0.30, 0.35, None,N,N E 27ft. aft. 10.0 10.0 0.0 13 35 126 Btuh 6 2, SHGC-0.30, 0.35, None,0.15,N E 10ft. 2ft. 80.0 80.0 0.0 t3 16 1008 Btuh Window Total 163 (sgft) _ f _2291 _Btuh__ __ _ Walls ___ _ Type _ _ R-Value/U ___ -Value Area(sgft) HTM Load 1 Frame -Wood - Adj 19.010.08 401.0 1.4 558 Btuh 2 Concrete BIk,Hollow- Ext 7.0/0.12 921.5 1.9 1777 Btuh Wall Total 1323 (sgft) 2335 Btuh ---- _ Doors - Type --_ __-- -_ _ _ -----. -_- -Area (sgft) __ ___ _ . H7M Load 1 Insulated -Adjacent 20.3 10.1 206 Btuh 2 Insulated -Adjacent 20.3 10.1 206 Btuh 3 Insulated -Exterior 28.0 10.1 284 Btuh 4 Insulated -Exterior 27.0 10.1 274 Btuh 5 Insulated -Exterior 10.0 10.1 102 Btuh Door Total 106 (sgft) _ _ 1071 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 173 (ft(p)) 0.0 0 Btuh Floor Total 173.0 (sgft)_ _ 0 Btuh ___ _ _ _ _____ _ Zone Envelope Subtotal: 5697 Btuh Infiltration Type ACH Volume(cuft) wall area(sgft} CFM= Load SensibleNatural 0.20 13720 1323 48.8 966 Btuh Internal Occupants Btuh/occupant Appliance __ Load gain 1 X 230 + 0 230 Btuh Sensible Envelope Load: 6894 Btuh Duct load Average seated, 5upply(R6.0-Cond ),_Return(R6.0-fond} ___ _ (DGM of 0.000) 0 Btuh Sensible Zone Load 6894 Btuh 1=nergyGauge~ FLRCPB v4.5.2 Page 3 Manual J Summer Calculations Residential Load -Component Details (continued) Mr & Mrs Ulrich Project Title: Code Only 151 Ctub Drive Ulrich Residence Professional Version Atlantic Beach, FL 322$3-0000 Climate: North 9/9/2009 I_____ ___ ___ SYSTEM GROUPS (BLOCK LOADS) Cooling Loads For System(s): 3 Serving Zones: 3 Sensible Envelope Load Window Excursion Sensible Duct Load (duct gain multiplier of 0.000) (Includes 0 Btuh due to window excursion) Sensible ventilation Zone Sensible gain Latent infiltration/ventilation gain Latent occupant gain Latent duct gain Latent other gain Total block load 7657 Btuh 123 Btuh 0 Btuh 0 Btuh 7780 Btuh 1033 Btuh 400 Btuh 0 Btuh 0 Btuh 9213 Btuh Sensible Envelope Load 14701 Btuh Window Excursion 40 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of 0.000) 0 Btuh (Includes 0 Btuh due to window excursion) Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 14741 Btuh 2 Latent infiltration/ventilation gain 2494 Btuh Serving Zones: Latent occupant gain 400 Btuh 2 Latent duct gain 0 Btuh Latent other gain 0 Btuh Total block load 17635 Btuh EnergyGauge® 1=LRCPB vA.5.2 Page 4 Manua! J Summer Calculations Residential Load -Component Details (continued) Mr & Mrs Ulrich Project Title: Code Only 151 Club Drive Ulrich Residence Professional Version Atlantic Beach, FL 32233-0000 Climate: North 9/9/2009 SYSTEM GROUPS (BLOCK LOADS) Sensible Envelope Load Window Excursion Cooling Loads Sensible Duct Load (duct gain multiplier of 0.000) Sensible ventilation For System(s): Zone Sensible gain 1 Latent infiltration/ventilation gain Serving Zones: Latent occupant gain 1 Latent duct gain Latent other gain Total block load 6894 Btuh 0 Btuh 0 Btuh 0 Btuh 6894 Btuh 1759 Btuh 200 Btuh 0 Btuh 0 Btuh 8852 Btuh WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 29415 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 29415 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 29415 Btuh Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 5285 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain (5 people @ 200 Btuh per person) 1000 Btuh Latent other gain 0 Btuh Latent total gain 6285 Btuh TOTAL GAIN 35700 Btuh EQUIPMENT 1. Central Unit # 18000 Btuh 2. Central Unit # 18000 Btuh 3. Central Unit # 18000 Btuh nergy aug v a9 5 Manual J Summer Calculations Residential Load ~ Component Details (continued) Mr & Mrs Ulrich Project Title: Code Only 151 Club Drive Ulrich Residence Professional Version Atlantic Beach, FL 32233-0000 C(irnate: North 9/9/2009 'Key: Window types (Pn -Number of panes of glass) (SHGC -Shading coefficient of glass as SHGC numerical value or as clear or tint) (U -Window U-Factor or'DEF' for default) {InSh -Interior shading device: none(N), Blinds(B), Draperies{D) or Roller Shades(R)) (F.xSh -Exterior shading device: none(N) or numerical value) (BS -Insect screen: none(N), Full(F) or Ha1f(H)) , (Omt -compass orientation) Version S 1=or Florida residences only EneTgyGauge® FLRCPB v4.5.2 Page 6 ~Jt c t'z~ ~ ~~ tp ~+ z m < ~EE 2 ~ ~~ l~ {¢~ ~~. ~~~„~ _ _- ~ ~.. .~ ~~ rc - -'°'r' ;ru a_____-____ ._ un ~y~ ~ _'r rY0'iaovx ac Fr~ --~ .-~ __.__ ,~~~.e I~~ ~ ` o((T-; 9 ~ ~ I ~H V I .+ ~~ 0 ~~ . ro ~~ ... ~~~ CJ ~~. 11 a is ~+m . - ~ 4yppy ~~ar~~ p~9Y r~.N ~: e ~ -- ~N ~ ~~~ -- __---..-~4 - f_ _ _ ~-- a.~ _ _ r -- ____--. ~--- , ~ ~ s ~!.. ~ r o.1 ~ i ----------"` i ~. ~75~ ~. _-- .: :... .~ ~ . ~---~ . ~.~..._~ . 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's' _ __. 3 _.. __ __ .a~ ~;:y .~ ~j ~~ - ~ ~~ ~~ ,,..,~ ;,, jj ° 1 ,k _ n... a _- _ _~._. _ _. .,... .__ _ __ ,. ~ s ff - ~ I ~. i~ ~ i ~ ~ ~ r ~ ~'sr suire ~ ~~ j »•w~, ~ a ~x n ve -v •:.~.® ~1 ~" ~ - - ~ r "" ~ .wr. ~ I { j t } ~ ~'*'ti E SI .tae i4+_ _ '` *~O ~Ai 142011 <j ` ` ~ ~ ,~.... , ~F~ ~ ~. ~~~°° .., 4 i --. < . Obp M .3 ~ ,_~' t~s ~~. .,tea=- ,~..n o. ~.c~ae: I ~; ?o "` ~ ®.'b --- iI ~i , i _~_ i Y= E3«EWai YxYL6 ME ]~s E%'E: b'ni®~ 33 /J1 WIERIGE WLLL6 aNC IN 3OQ^l b NOTED a>KL lY.t. MDOECNl YE aG~W~L lrl.9h' lr Tt e~i]£ 4O,aIleNliT' Q N.1. IXiERCI~ ETEPb bE .o a ~o De3mmEa e+ o+w~a. rurt as cE,Lan,errte ua ra~.iww+ 'r: ~cF~ uane arxoac nre,a.ro w.w *r inane w rN ne De'-a~Le oae ar onw v .ALL ~ae~oo e.re~e of zwuaa Notao,~ °' - iiw :o r~i ww a.~ ca~icEwr c• ~cTO~ic~+e ai e:~en~ µTM z r~sw~.~e iie<'"*et nir~ne.ELr ww n€ ca+o~nw euwL OL BTEiRD - erxirea* eecsNE aNO ismc o'eNrGE Q ...~ ~,,,.n- ' ~ A ~ ~ ~ ~~ ~~~, 9!. . N.xd. z ' I RAILING DETAIL GECONJ ROOK is nHm ~LCOR STAIR D1=TAIL ~,LS N,, _ -~f ~ "E. ~ ~~~ ~, I l O" GM1 WALL F4iffff WA4L SECOND FLOOR PL,4N A~ 1(o III The Icynene Insulation System° Insulation and Air Barrier System The Icynene Insulation System® provides this structure with an insulation that controls both conductive .heat losslgain and convection (air leakage) heat loss/gain. Icynene® is an environmentally friendly low density foam that contains no CFCs, no HCFC's nor any formaldehyde. Due to the air sealing and insulating characteristics of The Icynene Insulation System®, this structure can enjoy the benefits of: • enhanced energy efficiency • improved indoor air quality • enhanced soundproofing The manufacturer recommends that the insulation be installed at these overall thickness to provide the levels of insulation conductive heat flow resistance (R-value). The air sealing properties of The Icynene Insulation System® will provide insulation benefits over and above those measured by R-value. Icynene® Spray Foam Icynene® Pour Foam R-13 3 U2" 3 1/4" R-1 S 4 3 3/q R-!9 S I/2 4 3/4 R-ll 6 5 I/4 R-30 8 I/2 71/2 ~ 4i~~~~3 The Icynene Insulation System® has been installed in accordance with the manufacturer's instructions in the amount of Thickness Ceilings ~„ " ~' 02 a Walls Floors Address Company (Icynene Licensed Dealer) Authorized Si afore Date This building is .insulated with The Icynene Insulation System® ~.~ ~~ ~lssc~ci~~tes, Irac:. 420 Osceola Avenue Jacksonville Beach, FL 32250 Phone: (904) 242-0908 Fax: (904)241-9557 October 19, 2009 Brylen Homes Caller: Joe Nordt 4745 Sutton Park Ct.Suite 501 Jacksonville, FL 32224 Project: 151 Club Dr RE: Shed roof at entry modified requiring new beam design Dear Sir, This letter is to inform you that a 4x12 beam will suffice for the revised layout for the shed roof above the front door. Please contact us for any further questions. Sincerely, LUtSA ONT1G0 PE T 2 ~ 2009 L~ Poptyo~ ~ ~ ~ ~ -, -, ~. 1 We thank you for your business! Oct:23. 2Q49 10:55AM BRYtEN HOMES lTD ClUTOM HOMFS Bt BRYAN LENDRY.~ TELEFAX ~QVER SHEET' No. 5925 P. 1 ~: ~~1 ~ ~ t t~ ~ `~'-- 1 k~„ Vicki jobnson . fix n bftl no. of pages ioehiding wvar. ~'f7- 5~~ ~ ,~ . Phan nnmber: ~~~: Snbjed: ~ ~~ ~ ~ ~ ~~. ~ ~ ~r-h~c~te ^ LJRC3ENT ~] FOR REVIEW ^ PLEASE COMMENT ^ PL$AS$ REPLY NOTT,~,/COMMEI~TTS: r ~(,~ ~' i c,1~ ~,es c ~ en c ~ ~5l C1.~.~ ~Jr~ve, j3 ~ d erM. ~~-- - C~ `~' a~`~ 5 ~ ~ ~~~ ~ /4~ b • `Lti p~~ ~~ ID ly~ The mfornor~t:on coutaineti it tlris facsiaa~e message may be confidemial noiformation i~cled only for tau nse of #be above named indivitdaal or emiiy. if the reader of this is not the intended recipient you are heaeby notified that any doh;, d~a~ufian or copy tf this communication is strictty prohibited. If yon brave cxmmueoicatiaai in ~ Pieaae noiifp ns inmmetiiately by phase and semrn oaginal message _ to the beiaw address via the US Postal Service Thank ~!ou. 4745 Sefton Paris Coiut, grn'iding 500, Saute 503 • Iarksonville ~ Florida 32224 Phone (904) 992 2300 ~ Fax (904} 992 2I05 E-Ma>7: BLeedty~Iendry~eS.oom ~ Website: wxrw.ieudry-3~amnec.conn First CoastI)eveIopme~t Croup, Inc. sole general partner Oct. 23. '2069 10:55AM BRYLEN'HOMES lT0 u.s. DEPARTMENT ur woMELAND sECURiTY .~ ELEVATION CERTIFICATE, Federal Emergency Management Agency National Fbod Insurance P-ogrem Important: Read the instructions on pages 1-9. No. 5925____P. 2 OMB No. 1860-0008 Expires March 31, 2012 -- - SECTION A -PROPERTY INFORMATION A2. Building Street Address (inctucfing Apt.. Un4, SuRe, and/or Bldg. No.) or P.O. Route arxi Box No. .- - 151 CLUB DRIVE, ATLANTIC BFACH State FL ZIP Coda 32233 A3. Property Description (Lot and Blodr Numbers, Tax Parcel Number, tegai Desaiptian, eta} PT HOTEL RESERVATION RECD O/R 147-230tf(EX PT RECD OdR 12675.1472, RE. ~ 1702A8-0000 A4. Building Use (e.g., Residential, Non-Residential. Addition, Accessory. eta) R€~~.I`lI~ A5. t.atitude/Longihsde; Lat. 3D°2Q'00 Long. 81°2 ' Horimnmi Datum; ^ NAD 1927 ®NAO 1983 A6. Attach at least 2 photographs of the budding if the Cettill~te is being used to obtain Hood insurance. A7. Buildatg Diagram Number 1 A8. For a budding wdlt a crawfapace Or endosure(s): A9. For a building wRh an attached garage: a) Square footage of crawlspace or enclosure(s) NA sq ft a} Square footage of attarised garage ~ sq ft b) No. of pemnaneM flood openings in the crataJspace or b} i~b. at permaner-t Rood openitgs in the attached garage endosure(s} within 1.0 toot above adjacent grade ~ wrlhirt 1.0 foot above adjaeeM gnats NA c) Total net aroa of flood openings in AS.b idA sq in c) Tomf net area ofllood openings in A9.b NA sq in d) Enginerered flood openings? ^ Yes ^ No d) Engineered flood openhgs? ^ Yes ^ No SECTION B • FLOOD INSURANCE RATE MAP (FIRt1~ INFORIt#ATION 81. NFIP Community Name 3 Community Number B2. County Narrre B3. State ATLANTIC BEACw1120075 OWAL COUNTY FL B4. Map/Panel Number 85. Sulfix 88. FIRM index B7. FlRM Penal B8. Fbod B9. Base Fbod Elevation(s) (Zone 12007510001 D Data EffectivelRevised Date Zone(s) AO, use base food depth) 417-089 417-089 'X" - 610. lndirate the source of ins Base Flood Elevation (BFE) dam or base Hood depth entered in Item B9. ^ FIS Profile ^ FlRM ^ Cormiunfty Detarrrdtied ^ Outer (Describe) B1 t. irxficate elevation dattxrt used for BFE in Rem B9: ^ Nt3VD 1929 ~] NAVD 1988 ^ Other (Describe) 812 is the building located in a Coasts! BaiTbr tiesourea:s System (CBRS) arq or Otherwist Ptoteded Area (OPA)? ^ Yes ®No Designation Date ^ CBRS ^ OPA SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REaUIRED) Ct . Budding elevations are based on: ^ Construction Dr~s+ings` ®Buid'mg Under ConsMidiort" ^ Finished Coitstnx~ort 'l1 new Elevation CeR'dicate witl be required when construction of the txu'kling is complete. C2. Elevations -Zones A1,A30, AE, AH, A (with Bh'E~, VE, V1-V30, V (with t3FE), AR, AR/A, AR/AE, ARJA1-A30, ARlAH, AR/AO. Complete hems C2.a-h below aotxird'rng to the building ddagram spectfled in itarri AT. Use the same datum as the BFE. Bendtmark t)<ilized SEE CONIN~NTSVerfiwl Datum ~,,Q ConvetsiortJComnteMs Check the measurement used. a) Top of bottom fbor (nduding basement. crawlspace, or ertciosure floor) 18.1 ®tieet ^ trte6eis (Puerto Rioo only) b) Top of the next higher floor ^ feet ^ meters (Puerfo Rxo ortty) c) Bottom of the bwest horimrrtal sbucturat member N zones only) ^ feet ^ maters (Puerto Rico any) d) Attached garage (top of stab) ^ feet ^ meters (Puerto Rico ony) e) Lo+West elevation ~ machinery err equipment seniicir-g the balding ^ lest ^ meters (Puerto Rico only) (Descn'be type of equipment and bcalion in Cornrrtettta) f) Lowest adjacent finished) grade next to building {LAG) 1~.7 ®feet ^ rnebers (Puerto Rico only) g) Highest adjacent (finished} grade reed to budding (HAG) _1~' .~_ ®feet ^ riteters (Puerto Rico orgy) h) Lowest adjacent grade at lowest elevation of deck or stairs. indudir-g ^ feet ^ meters (Puerto Rico onry) structural support SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICAT)ON 'fAis certification is to be signed and sued by a land surveyor, engineer, or ardtibed authorized by Isar to oertity elevation information. 1 t:erbfy 81st the rndixtrra[ion on ibis Cert)ficede represents my best efforts to ir-tiarpret the data evadable. 1 understand that arty false statement may be ptadst-~te by fbe err irrtprisorurrent carder 18 tJ.S. Cade. Sectiai it70f. ® Check here if comments are provided on bade of form. Ware latitude and longitude in Sadion A provided by a licensed land surveyoft ®Yes ^ No Certifier's Name JAMES D. HARRISON, Jt2J MICHAEL /L GARREtT License Nurnber 2647!6643 Title REGISTERED LAND SURVEYORS Company Name ALL AMERICAN SURVEYORS OF FLORIDA, INC. O, 1- ~~ FEMA Form 81-31, Mar 09 See reverse side far continuation. i;eptaces aR previous ealtrons Oct. 23. ?009 10:5bAM BRYLEN HOMES lTD IMPORTANT: In these spaces, copy the c• sponding information from Section A. Builling Stream Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Boz No. 151 CLUB DRtVE Gity ATLANTIC BEACH State FL ZIP Code 32233 No. 5925 SECTION D -SURVEYOR, ENGINEER. OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1} community official, (2) insurance aganVcornpany, and (3} buNding owner. Comments BENCHtL1ARK USED: NAIL 8 DISK AT NORTHERLY END OF PARKING LOT AT 8820 SOUTHPOINT PARKWAY, STE ~, ELEVATION 22.St. ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1929. ,~ Oj ignature Date ^ Check here if attachments i SECTION E -BUILDING ELEVATION INFORMATION (SURVEY NOT RECIUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE}, complete Rems E1-E5. tf the Certificate is kitended to support a LOttAA or LOMR-F request, complete Sections A, B, and C. For hems E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico onyx, enter maters. E1. Provide elevation information for the following and chedt the appropriate boxes to show whether the eevation is above a below the highest adjacent grade (HAG) and the bwest adjacent grade (LAG). a) Top of bottom floor (including basement, Crawlspatre, or enclosure) is ^ feet ^ meters ^ above or ^ below the HAG. b) Top of bottom floor (including basement, crawlepace, or enclosure) is ^ feet ^ meters ^ above or ^ below the LAG. E2. For Bulling Diagrams 6-9 vrith permanent flood openings provided ~ Section A fterns B and/or 9 (see s 8-9 of Instructions}, the next higher floor (elevation C2.b in the diagrams) of the buikfing is ^ feet ^ meters ^ above or ~bebw the HAG. E3. Attached garage (top of slab) is ^ feet ^ meters ^ above or ^ bebw the HAG. E4. Top of platform of machinery and/or equipment servicing the bulld(ng Is ^ feet ^ meters ^ above or ^ below the HAG. E3. Zone AO only: ff no Good depth number is available, is the top of the bottom floor elevated in aot~rdance with the community's floodpiain management ordinance? ^ Yes ^ No ^ Unknown. The bCat t><fldal must certify this infarrnadon in Section G. SECTION F -PROPERTY OWNER (OR OWNER'S REPRESENTATNE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEl1AA-issued orcommunity-issued BFE) or Zone AO must sign here. The statements in Sections A, 8, a»d E are correct to the best o/my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ^ Chadc here if attachments SECTION G -COMMUNITY INFORMATION {OPTIONAL) The bcal official who is authorized by taw Or ordinance to administer Vie cwnmuniry's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate, Complete the applicable kem(s) and sign below. Check the measurement used in Items G8 and G9. G1. ^ The information in Sedan C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation infomration. (Indicate the source and date of the elevation dab m the Comments area below.) G2. ^ A community official Completed Section E for a building located in Zone A (without a FEMA-issued orcommunity-issued 8FE) or Zone AO. G3. ^ The folkivving information (Items G4-G9} is provided for community lkwdplain management purposes. G4. Pem+d Number G5. Date Permit Issued GB. Date Certificate Of Compliance/Occupancy issued G7. This permit has been issued tot: ^ New Construction ^ Substantial improvement G8. Elevatan of as-built knHest floor (indud'mg basement} of the building: ^ feet ^ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building sfte: ^ feet ^ maters (PR) Datum G70. Community's desgn flood elevation ^ feet ^ meters (PR) Datum Local Official's Name Titfe Community Name Telephone Signature Date Comments ^ Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions --,w~~. FRONT~EL YATION '.4 rt [r 'a• i ~~ ~~, ~~ ~~~ ~~• 4~~~ ~RAdCET b' ~~ ~~~ ~E RICsNT ELEVATION ITW Building Components Group, Inc. ~ 1950 Marley Drive Haines City, FL 33844 Florida Engineering Certificate of Authoriz8tian Number: 0 278 Florida Certificate of Product ApptovaI # FL 1999 F'sge } of } Document ID;ITSE23S~Z041Q133234 ~~ ~, Truss Fabricator: ~ ``mow Ems- •-~, „ ~ ,~`~._ Lutaber tinl"<mited ., ~~~..,~~ ~,,. dob Identification: 9$1.488_ (LENpRY MDMES } 151 CLUB DR/ "DIS~AE CTY. --. ATLANTIC BE~ztt,cfL "'~'9 10 ~ ~ ~0 tI#)MES Truss. Count: 32 ) Madelcode: Florida 8ui dingy Code 200 and 2009Supplement ~ '~`=~ '~ '~ ~ '- •. r r1. Truss criteria:. FBC2007Res JTPI'2062 (STD) ' ,~ - -- bt ~~~ -': EngineecingSoftware: Alpine $ditWBrC,Ver51On 9.D1. :: ~ ~' TM.. SanicturatEngineerofReaord: LUI$ PDN7IGD 53.311 ;: `` "` ..M /. ,;,~ ,- r. -~. adaress: 496 DSCEQLA AVE JACKSONVILLE, FL 32250 ~ v'' =J `-~ Minimum DesignLaads: Roof -'_42.0 P5F (~ 1.25 Duration ~+` •° ~.~'/'~y `~~.~ ~t,~ Floor - 55.0 PSF ~ 1.DD Duration -"~,~ ~~ '~ ,~;°` Wind -120 MPH ASCE 7-05 -Clo-sed ~"- dates: Seal Date: 06/10/2009 1. Determination as to the suitabi]ity of these truss cflmptutetits for the structure is the responsibility of the building designerJengineer flf -TrussDesignEn~reer- record, as defined in ANSI/TPI 1 IamesF.co~i'lsJr. 2. The drawing date shown an this i ndez sheet .must match the date shown Florida Licett~;mber: s2zlz on the individual truss component drawing. 1964.' iey Dove 'FIair~~~, FL 33844 3. The loads indicated on all referenced girder .trusses are consistent with the truss ?~yout provided by Lumber Unlimited for the above referenced ,iob identification. Loads applied by nun-truss elements and basic load parameters are to ,be reviewed .and approved by the l"DR/building designer. d. As shown onattacheddrawings; the drawingnumber is precededby: HCUSR239~, Details: STRBRIBR-A12D3'OQ5~G8LLETIN- Ref... DescriDtioh Dral~rina~E tlsta_~ i ~cosu--rca 09161€J91 4~j10/09 2 32331-.F29 Og1S1D9~~_ x6/14/49 : 3 `32332-F30 Qg16~ D6/1DfD9 ' 4 ;•..32333--F31 D9}~'l~C194 D6/10 jD9 5 32334--F32 Q91~61095 0bj'1Q/09 fi 32335•-F33 X9161096 06/1DJfl9 ~ ~ 32335--F34 = D916109T 0fi~10/D9 8 :32337--f35 09161098 06/10/D9 9 _32338--F36 09161099 D6j14/Q9 ! 1~, 32339--F37 tl~Ib~IOU flb/lfl/~09 1T .32340--F38 ~ 091fi110,1 0-fi/10/D9~ ~ . 12 32341--F39 ' Q9161142 O6/1~%09 13 32342--B4D 09161I03 ~6/10JD9 T4 3234-_.B41 Q91b$tb~4 DbJ10~09 , 15 32~--C42 4-PLY 091~i1105 DfiJ.10/09 lfi ~~45--C43 09~~61i05 ~~/10~/D9 17, -~~2346--C44 09~$31D7 05/10/p;9 ~8 ~ 32347--D45 3-PLY 041b1;~,D9 46J1Df09 <:~ ' `) ' i9 32.348--E46 091b11~10 t't6/1DJ0 9 ~ 20 _ 32349--E47 09161111'. , 0;fi/10/09. 2I 32350--E48 09161113 D6/1D/09 22 32351--E49 09161114 fl6/1DJfl9 23 32352-~G50 09161]1s D6/~l0~JD9 24 32353--EJ51 0916?llfi 06(10°f09 . 25 32354--EJ52 09161117 06/14/D9 ~~ 2b 32355--CJ55 D9~16111.8. flfi/1,'QJ49 ~ 27 32356--CJ56 09161119 0&/10JU9 ~ ~ `~ 28 32357--C357 0916112fl 06/I~~/09: ~ 29 32358--CJ58 051.51121 fly/10/D9 ~~ - 30 . 32359--CJ59 D9161122 05/14J09` a~~ 32 32360--HJ53 D91511~23 Dfs/~i0j09 32 3236.1--HJ54 D91b1124 0b lfl D9 Yr.~" < _, ~,<~!,1`lr' , , ~ 4 r ~~~ ~~. r. rt~~ ~-~/. .,~ ~, ~ ~ ,~ ~t ~~ .~~k~~1J~~t1~'~~ ~~~ . ~ * _ _ ~ ~t ` ~t i }~ ' ~ ~~~ i t r ~ )~. ~ -. a ~ 1, %,~ ~~~~ ~~_~J )~) ~ ~7 , i,,~~~ ,., ~~lt , , J ~. a t ) tt ~ '' ~~ ~ ~ a ~ .~ , , ~ li~ ~ t~ E~~ ~ ~ili ~~g ,. .. ~ .. I H1J UW~ YKtY AKtU IKON L.UMYUItH 11VYU1 (LUHUJ 8 U1MtfVJf UIVJ) JUtlM111tU tlY IKUJJ MFK. (941088 (LENDRY HOMtS )151 CLUtS UK/ UuvHt LIT. Hlt/i1v114 ocr+~n, r~ ~~/ See detail STRBRIBR0409 for bracing and bridging recommendations. Top chord 4x2 SP '~2 Bot chord 4x2 SP ~2 (H 1) (J) Hanger not calculated Unavailable supporting member. Webs 4x2 SP ~f3 IN LIEU OF STRUC TURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(1N OC) START (F T) 0 25 END(FT) 19 13 Truss must be installed as shown with top chord up. TC BC 120 120 . 0.25 . 12.94 5 7 6 15" Typ. 3X4= 1.5X4(R) = 3X3= 1 2-8 2X4 III R=713 W=5" 24" 3X6= 3X6= 13 2-4 Over 2 Supports 6 14 3X3= 3X6= Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT RT=12°(°(0%)/5(2) 9.01 .00 **NARNING*~ TRLIS SFS RE OUIRF Ex THE Mf CARF IN FABRICATION, HANDLING. SHIPPING, INSTA LI ING AND BRACING. REFER IU BCST (RV II.OING COMPONENT SAFETY IMF ORMAIfON), PORLIS HED RY TPI (TRUSS PI.nTE INS FIiUTC, 218 NUR T11 LEE SIREE(. SUITE 319. ALE%ANDR IA. VA, 9V314) AND WTf,A (WOOD TRUSS COUNCIL OF AMERICA, 6300 ~ . ~:• •` fNICRPRISE LANE. MADISON, WI 53]19) FOR SAFETY PRAC TIfES PRIOR FO PERF URMING THE SF FUNf.I IONS. IINI FSS ~ OiHERWiSF INDICATED TDP CHORD SHALL HAVE PRUPFRLY ATiACHFD ST RLI CT UR Ai PANELS ANU BOTTOM C110 RD SYIA I-L NnV1 A PRUPFRLY ATTACHED RIGID f,EIL(NG. : NO. S221Z **IMPORTANT*"'F UeNISH A cocr of nus DE SIGx To nrt InsrnL Lnn oN coNTRncroR. nw ecG. Ixc. nln{L Nor ~' A L P I N E RE RESPONSIBLE FUR ANV DEVIAFIUN FROM MIS UFSIGN, ANY FAILURE 1U BIIILU IMF TRUSS 1N CONFORMANCE WIiH TPI: OR FnRHICAi1NG. HANDLING, SHIPPING, INSIALIING R BRACING OF TRUSSES. ~ ~ ; STATE OF UC SIGN f, I1NF URNS WI111 APPLICABLE PR .VISIONS OF NDS (Nn11UNA 1. DESIGN SPEC. RV AFRPA) AIID TPI. IYH Hf. f. .ONNECTO P. P{ATFS ARF MAOF OF 2f1(ieJ16Gn (W ,H(SS~K) n51M A653 GRn D[ 4U(6D fW. K/H.55) G LV TEEL. APPLV PLATES i0 EACH FACE OF TRUSS AND. 1NLE55 TTHF RYII SE I C TFD ON IRIS DESIGN. POSITION PEN URAHINGS 160A~Z. ~~ :~/ 0 R~~~ n• ~ ~~~ ~ ITYYBU~II~{/~COi11}10ABfl}$GFDI7 1~aII1C$CI ~r ~~OAA 1. ~~ L OYY FL COA #0 278 P~AC. ANV INSPECTION Oi PLATES FILLUWEO BY (i) SYInLL HE PfR NNF A3 Uf iPil 2002 SEC.'S. SE AI 011 FHIS ORAYIIN6 INUICATES A'UPIANCE iF PROFtSSIUNAI ENI;INEERINC RFCPONSiR11iTY SOLLLY i0R THE 111<ti CUNP(1NENi DESIGN SHOWN. FIIF SL IIAP({li ANp USE OF i411S f.O MP(NF NL FIR ANY ISUIL DIN6 IS THE RFSPONSI RILLIY OF iHF BUILDING DESIGNER PCR ANSI/1Pi 1 St C. 9. Y V/AroA~~l1 V <]U n R=725 1 6 0 2 0 5 6 TC LL 40.0 PSF Q TC DL 10.0 PSF BC DL 5.0 PSF * BC LL 0.0 PSF C TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0 " Scale =.5"/Ft. REF R235-- 32330 DATE 06/10/09 DR W HCUSR235 09161091 HC-ENG DLJ/DLJ SEQN- 222103 FROM RCT JREF 1TSE235_Z04 IH1J UWU PKtI'AKtU tKUM I.UMPUItK INPUT (LUAU) 6 U1MtNJ1UNJ) JUtlM111tU tlY IKUJJ MhH. (94108B (LENDRY HOMES )151 CLUB DR/ DUVAL CTY. AlLAN11C BtACH, rL rzy) Top chord 4x2 SP {~2 See detail STRBRIBR0409 for bracing and bridging recommendations. Bot chord 4x2 SP ~f2 Webs 4x2 SP H3 Gable end supports 8" max rake overhang. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) must T s be installed as shown with top chord up. TC 120 0.00 10.65 s ru BC 120 0.00 10.65 160 3X3= 3X3= 3X3= 1 6 0 2 0 5 6 3X3= 10-7-12 Over 2 Supports R-46 W=8" R=111 PLF W=9 11 12 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: FBC2007Res/TPI 2002(STD) PLT TYP. Wave FT/RT=12°(°(0%)/5(2) 9.01 *''~W ARNING•• TRUSSES RE OIIIRE ExTRr ME f.A RE IN FAkRICnTION. HnNDI ING. SIII PPING. INSTALLING AND BRACING. REFER 10 BCSI (BUl(OIN6 COM Pi1NENi SAFETY 1NFURMAIIVN), PUHI iSHED DY iPt (T kUSS PLA FF INSTIIIiiE. 21D N ORiH LEF BEREFT, SU[IE 312. AL ExANDN IA, VA. 1?J14J ANU WTf,A (WOOD TRUSS f,OUNClt OF AMERICA. 6300 ENIERPNISE LANE. MADISON. WI 53114) FOR SAFETY PRACTICES PRInR 10 PERFORMING THESE hIIN CT[ONS. UNIFSS ~ O 111E RNISE INOICAIEU TOP CHORD SII ALL HAVE PROPf RLY Ail ACiIED STRUCTURAL PANELS ANO 80STOM CHORD SMALL HAVE A PR OPCRIY AIIALHEO RIGID LF II ING. r **IMP~RTANT*~F Uk NISH A COPV OF THIS OESI6N i0 THC iNSTnLLAIION CONTRACTOR. IiW BCG. INf,- SHAT I. NOi A L P I N E BE RFSPONSIDLE FOR ANV DEVIAFION FROM iHiS DESIf.N; ANV FAILURE TO R111LD THE FRUSS IN f,OMEORMANfE HITH TPI; OR FADRICAIING, HANDLING, SHIPPING. INSiAII ING b BRACING pF 1RUSSE S. OF SIGN fONFORMS HITH AP PI.I f.ABLE PROVISIONS OF NDS (NAIIONAt DESIGN SPF f„ HY A(RP A) AND TPI. I11Y HCG CONNECTOR PlAtFS ARE MADE OF 2D(18 /16GA (W,H(S5(K) ASfM A651 GRADE 40/60 (N K/H,SS) G LV. SIFFL. APPLV PI ATES iO EACH FACE OF TRUSS ANU. UNLESS OIHCRWISE LOfAiFD ON THIS DESIGN, fOSI TION PFR DRANINGS i60A-J. ITYYBUIW(A COfli u@O15Grou tOC. ner InSaFCTIDN of PLATES IOLLOwtD Hr <il snnu DF PER AxNrx A~ of rDn2ooz Fc.D. n 5FA1 ON rHls .y ~ ]pAAAA P DRAWING INDICA LFS ACCEPfAN1:E C} PR~lFE551ONAL CNGI NF ERING Rf SP ON51R 311TY SOIEIY FCR IHF. TP.O SS COMPONF NI Haines CIty, FL 338YY DESIGN SHOWN. THE SIII iA/ILITY AND USE OF TNIS COMPONENT FOR ANY DUII DING IS THE RESPONSIRILIlY OF INE RD (IDING DESIGNER PER ANSI (PI 1 SEC. 2. FL COA #0 278 QTY:1 ,, .,... E N.,~, l~ =b\C SF•~. ~ No. b2212 •'•~ * =# STATE OF ~~ SS~ONA~EN6 Jun FL/-/4/-/E TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale =.5"/Ft. REF R235-- 32331 DATE 06/10/09 DRW HCUSR235 09161092 HC ENG DLJ/DLJ SEQN- 222111 FROM RCT JREF- 1TSE235_Z04 1H1J UW~ F'ktYAKtU YKUM l.'JMPUItH INYUI (LUAU) b U1MtNS1UNSJ JUt3M111tU t3Y IkUJJ MhK. (941086 (LENDRY HOMES )151 CLUB DR/ DUVAL CTY. ATLANTIC HtACH, rL r u Top chord 4x2 SP /~2 Bot chord 4x2 SP ~f2 Webs 4x2 SP ~{3 SPECIAL LOADS (LUMBER DUR.FAC.-1.00 J PLATE DUR.FAC.-1.00) TC From 67 PLF at 0.00 to 67 PLF at 1.77 BC From 7 PLF at 0.00 to 7 PLF at 1.77 TG 209 LB Conc. Load at 1.04 Truss must be installed as shown with top chord up. Note: Specified hanger(s) based on Southern Pine lumber values. Refer to hanger manufacturer's product catalog for proper applications. Hanger -Simpson THA422 or equivalent, fill all nail holes. 13.75" Typ. 3X4= 3X4= 1 6 0 2X4111 3X6= 1 9 4 Over 2 Supports R=144 R=195 1 6 0 2 0 5 6 EU OF STRUCTURAL PANELS OR R1GIU Ct1L1N6 U CHORD SPACING(IN OC) START(FT TC 21 0.00 BC 15 0.25 Trusses to be spaced at 16.0" OC maximum. Deflection meets L/360 live and Li240 total load. NS: END(FT) 1.77 1.52 Design Crit: FBC2007Res/TPI-2002(STD) " PLT TYP. Wave FT/RT=12%(0%)/5(2) 9.01. OTY:1 FL/-/4 - E/-/ - /Ft. Scale =.5 «aNARNIflG++ TRUSSES REQUIRC F%TREMF URE ,„ FABRICnIl O„. HANDLING. SHIPPING. INSinLLING ANp BRACING. / T C L L 0 4 0 P S F R E F R 2 3 5-- 3 2 3 3 2 O MPO N[Ni SAFE lY IMF URMAiIONI. PUBLISHED NY TPI (tRU$S PI.A lE INSIItUiE, 118 REFER TO BC S[ (BUILDING f ~~ ~ ~ •• . , VA. 22314) nND WTCA (HOOD TRUSS COUNCIL OF AMERICA, 6700 ALE%nNDRIA SUITE J7 P NORTH TEE SCREE T ~ \ ~~~ . . , IINI F55 TOR SAFETY PRnCTIfFS PRIOR IO PERFORMING THESE TIINCTIONS JT : T C D L 1 00 P S F DATE 0 6 / 1 0 / 0 9 . . 197 ENTERPRISE LnNF, MnpISON, WI 5 ANU BOiiDM LIIDRD SHALL HAVE N V ~ ~ ELS OTNE RWI SE INDICnTEU TOP CHORD SHA LI HAVE PROPERLY AIiA CHED SI RIIC LURAL PA G ~. ~ ~ N sZ2 Z . q PROPERLY nTTAC1110 RIGIIJ CEILIN . o. ~ BC DL 5.0 PSF DRW HCUSR235 09161093 ~*IMPORTANT**F UkNI511 A COPY OF IH[5 DESIGN TO THE INS TALLnTION CONTRn f.T OR. ITN HCG. INC. SHALL NOi * ~ B C L L O O P S F N C- E N G D L J/ D L J A L P I N E NE RE SPONSIDLE FOR ANY DEVInT(ON FROM INIS UESIG„: nNY FnIL URE 10 HD ILD 1HE TRUSS IN COME ORMPNCT NIiH US5F 5 OF , r . . TR TPI: OR FABRI fn TING. HnN Dl ING. SVII PI'1 NG. IN$T nl 1.1 Nf 8 BRACING DESIGN CD NF ORNS NTiH APPL If,ARLE PROVISIONS OF NOS (NAIIUNnI DESIGN SPE f„ RY Af hPA) AND TPI. ITN DCG CONNE FTOR PLATES ANE MAD[ OF 2OJlA/IEGn (N.H/SS(KI AS IM A65J GRADE 40(60 (N. K(H,SS) GnEV. SlCCL_ nPPLY STATE O1• A •. R ~ ~~~ w P PI a/ {{{/// •n O (~ ~ T O T . L D 5 5 O (` P J F (' (~ J EY( N 2 2 2 O 4 5 PI ATTS TO EALH FnCF OF 1RUS5 nND. UNLESS OIHERWI SE LOf.a TED ON THIS UESI6N, POSITION PFR DRnNINGS 160A-Z. ~\ • ~ ` O RI ~~ i_ i~Buildin C.O111 9 p0!)Bfl}5 G roVP 'nri. ANY iN$PE ZION OT PE ITS FOLLOWED RY (1) CHAII BE PFR AN NE% n3 OE IPII-2002 $C.J. A OFAI. ON THis DRANILJG 1NDTfAIES Af IEPTnN C.T OF PROFk5SI D1YnL TNGINEERSNG RESPONSIBILITY SD LELY fOR IHC TRUSS COMVDNE NT ` r~~J~~~~~~ DUR FAC 1 00 FROM R~T A HamesCi FL 33844 ry> FL COA #0 278 OF SIGN SHOWN. FHF COITnD1LIFY nNp IiSE OF THIS COMPONENT FOR ANY DUILDiNf, IS TIIF RESPONSIRILIIY OF THE NDtLDI„G DF9IGNEa PFR nNSITTPI I STC. ~. Jun SPACING 16.0 " JREF- 1TSE235_Z04 Vf11J UW~ YHtYAKtU tkUM I,U MYUItN 1NYU1 (LUAVJ 8 UIMtNJ1VNJ) JUtlMIIItU tlY IHUJJ MtH. (yµlUt3 fS-(L tIVUttY ft Vl"ICJ /171 LLVD UR/ UUVHL 'I lop chord 4x2 SP ~2 IN LIEU OF Bot chord 4x2 SP +~2 CHORD Webs 4x2 SP ~{3 TC BC Trusses to be spaced at 16.0" OC maximum. Deflection meets L(360 live and L/240 total load. Truss must be installed as shown with top chord up. Note: Specified hanger (s} based on Southern Pine lumber values. Refer to hanger manufacturer's product catalog for proper applications. Hanger = Simpson THA422 or equivalent, fill all nail holes. 2 10 8 14.375" 1 7 8 15" Typ. 3X4= 3X3= 1.5X4111 3X4= 1 6 0 1 6 0 2 0 5 6 2X4111 3X3= 1.5X4111 3X3= 2X4111 5-8-6 Over 2 Supports -~ R 209 R 209 RAL PANELS OR RIG10 CEILING USE PURLINS: SPACING (IN OC) START(FT) END(FT) 68 0.04 5.74 62 0.29 5.49 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT/RT=12°(°(0°!°) 5(2) 9.01. OTY:I FL/- 4/-(E/-/- Scale =.5"/Ft. **MARNING•' TRUSSES RE OH IRE FX7REMF CARE [N FnRRI CATION. HANDLING. SHIPPING. INSTnLLING AND BRACING. REFER i0 BCSI (BU II.DING C6MPONENT SAFETY INFORMATION), PUBI ISHED BY IP[ (YRLISS PLATE INSTLIUTE. 218 ~ (~ ~1 T C L L 4 0. 0 P S F R E F R 2 3 5-- 3 2 3 3 3 NORTH LEE STREET, SUITE BL2. ALE%ANDR IA, VA, 22314) AND WLCA (WOOp TRUSS COUNCII. OF AMERICA. 6300 ENTERPRISE IANF, MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FIINGiIONS. LINI.FSS RAL PANELS ANI1 BOTTOM CHORD SHALL HAVE V i UCT ' ~ _ ~ '•` \v v ~ Y •~~,v~ T C D L 1 0. 0 P S F D A T E 0 6/ 1 0/ 0 9 F RL AT ACHED STR U UTHERWI Sf INDICAIFp lOP CHORp SHAtI HAVE PR UI A PROPERLY AlIAC11ED RIGID f,EILING. No•52212 • BC DL 5. 0 PSF DRW HCUSR235 o9i5io9a ~{ A L P I E **IMPORTANT**FUexTSH n corr DF nns DFSTGN ro rHE LNSTnu Anox conIRAGT Oa. rru Br,G. r°c. rnALL Nor RE RI SPONSIBLE FDR Al1Y UFVIAiION FROM IIIIS DESIGN: ANY FAILURE i0 BITTED THE INU SS IN CONFORMANCE HITH OF 1RU5 SE S N * ; * ,• ~ i STATE OF ~: B C L L O O P S F H C- E N G D L J/ D L J IY . IP1; OR FARRI f,ATING, HANDLING, cHIFPI Nf,. INSTALLING 8 BRACI G DESIGN CONFORMS WITH APPL [CABLE PROVISIONS OF N05 (NATIONPL DESIGN SPEC. BY AF3P AJ AND TPI. I1W HCG CONNEOTOR PLATES ARE MADE 0Y zGnerLeGA (,1.1„ ~t,R, ASTM A65J GRADE 4D/GG FW. NrH.5s1 GAL 9TFEL. APPLY ~ ~~ OR~Qp ~~ TOT . L D 5 5 0 P S F /~ S EON q - 2 2 2 0 3 9 PL AiES i0 [ACH FACE OF TRUSS ANO. UNLESS OTIiF RHISE I.OCAiED ON THIS DESIGN. POSITION PER DRANIN65 ]60A-Z. ~~ ~• ~ I~BU~I(/II1 C.Oiil IIp I(iC. (7OAQPItS Cf IO ANY INSPF CiION OF PLA IFS FOLLOWED BY (iI SIIA LL HF PER AN NLX A3 GF TPI,-?002 SEC.J. A SEAL ON THIS pR AHING INOICA(ES ACCFPTANf.E OE P20F F_SSIONAL ENGINEERING RCSPDNSIHILIIY SOLELY FOR 111E TRUSS CDMP(1NENT V [~/QNA~~ OUR . FAC. 1 00 FROM RCT AA AA ]] /-~ HalnesCl FL 3J8YY ty> FL COA #0 278 DESIGN SHOWN. IIIF SU[iAeILITV AND IISE OE THIS GOMPONfNT FOR ANY BUIIDING IS THE RFSPONSIBII IiY OF THE BD,LDING DES,GNFR PER AN9I]TPI I sEG. R Jun SPA CING 16 .0 " JREF - 1TSE235_Z04 iHl~ UWb YHtYAN t11 hNUM LUMYIII tN iNYUI (LUAU) 5 USMtFN~SUNS) JUt5M111tU tlY fKU» CIE K. (94108B (LENDRY HOMES )151 CLUB UR/ UUVAL CIY. ATLANTIC HtAC.H, rt rs~ Top chord 4x2 SP H2 Bot chord 4x2 SP ~2 Webs 4x2 SP rJ3 SPECIAL LOADS (LUMBER DUR.FAC. 1.00 J PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.13 to 100 PLF at 8.61 BC From 10 PLF at 0.00 to 10 PLF at 8.61 TC 195 LB Conc. Load at 2.77 15" Typ. 1 2 8 3X4= 3X3= 1.5X4111 1.5X4 (R) 3X3= 1.5X4111 3X3= 1.5X4111 3`37" 2.108 5 5 8 IN LIEU OF SiRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START (F T) END (F T) TC 100 0.25 8.61 BC 97 0.25 8.36 Deflection meets LJ360 live and LJ240 total load. Truss must be installed as shown with top chord up. 1.5X4111 3X3= 2X4111 1 6 0 2 0 5 6 3X4= 3X3= 3X4= R=595 W-3" 8-7 6 Over 2 Supports R=535 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT/RT=12%(0%)/5(2) 9.01 *'WARNING*' IRIIS SES REOUIRF E%TREME CnRE IN FnRRICATION, HnNULING. SHIPPING, INSTALLING AND BRA f,l NG. i REF EH TD Bf.SI (BUILDS Nf. COMPONENT SAFETY INFOAMATIBN), PUAI (SHED RY TPI (TRUSS PEAIE INS(ITRTE. 2lP NURTH TEE STREET. SUITE 319, nLE%ANURIA, VA. 2271 ~) AND WiCn (WOOD TRU55 CUU Nf.IL BF AMERICA, 6300 ENTERPR]SE LANE, MApISON, WI 53)19) FO0. SAFELY PRACTICES PRIOR 10 PERFORMING 111E SF FUNf,TIONS. UNI.F 55 O111F RWISE INUFCniED FOP CHOftD SHALL HAVE PROPERLY ATTA Ct1E0 STRUCiURAI PANELS AND BOtI OM CHORD SHALL HA VI. A PRDPERLY ATTACHLD RIGID CEILING. :.IMP~R T/1N T~*F URNISH n f,OPY OF IIIIS DESIf,N TO TIIF [NSIALLAT IDN CONTRACTOR. ITW BC.G. INf.. SHALL NDT A L P I N E RF RESPONSIBLE FOR ANY DEVIATION TROM THIS DESIGN; qNY FAILURE 10 NIIILD ThiF TRUSS iN COMFORMANCF NITH TPI: OR FABRICATING. HnNO1 LNG. SNIPPING; INSTALLING b Bft ACING OF TRUSSES. DESIGN GO NI ORMS WITH nPPI.ICABLE PROVISIONS OF NOS (NAiIONAE DESIGN SPEC. BY AFSPA) ANU TPI. ITW BCG CDNNECTOA PLATCS nRE MgDE Of 2O(IeJ16GA (N ,NJ55/K) nGTH AF55 CFADE A(lf6U (W. KJ11, SS) GALY. STCEI APPLY PLATES 10 FA C11 FACE OF TRUSS AND, UNLESS UIHERWISE LOCnTED ON THIS DESIGN. POStt[ON PER URANIIIGS 16OA-]. ITYY Buildin Co nests Grou inC. ANY INS PF C TION OF PTATES FpLI OWED BV (1) SHALT BE P[R ANNE% A3 OF lP[1 2009 SFC.3. n SEAL ON IH IS 8 mP0 '} AAAA P DRPW[NG INDICATES nfCEPTA NCE OF PROFESSIONnL ENG1HEt R[NG RCSPON51 BI 1. [TY SOI FIY TOR THE TRUSS COMPONENT Haines Cl ry~ FL 338VV DE SIGN SUOWN. TIIF SUIIABILI TY AND USE OF THIS COMPONENT fOR ANY BUILDING IS THE RESPONSIBILITY OT THE BUILDING UES[GNFR PER AHSI/TPI 1 SEC. 9. FL COA #0 278 Jun TY:1 I1I0.b~2' ~:f * v %* STATE OF d„ FL/-/4/-/E/-/ TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale =.5"/Ft. REF R235-- 32334 DATE 06/10/09 DRW HCUSR235 09161095 HC-E NG DLJ/DLJ SEAN - 222058 FROM RCT JREF - 1TSE235_Z04 IH1J UW6 YKtYANtU YHUM I.VMYUItH 1N1'UI (LUAU) S ULMLIV~I UIVJ) ~UtlM111tU tlY IHUJJ MYIf. (941Utf t5-(L tIVUKY hVI"ItJ J1U1 LL Ut3 UK/ UUVHL l,lY. -- HILHIVIIL [StHLh, I-L FJJ) Top chord 4x2 SP {~2 (H1) _ (J) Hanger not calculated Unavailable supporting member. Bot chord 4x2 SP tf2 Webs 4x2 SP ~~3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC} START(FT) END (F T) ' Deflection meets L/360 live and L/240 total load. TC 100 0.25 8.61 BC 97 0.25 8.36 Truss must be in stalled as shown with top chord up. 4 1 8 15" Typ. 3X3= 1.5X4 (R) 1 2 8 2 X 4 iil R=461 W=3" R=474 Design Crit: FBC2007Res/TPI 2002(STD) PLT TYP. Wave FT/RT=12°!°(0°1°)/5(2) 9.01. `•WARNING'* IR US SFS RF 011[RF E%TRF ME CnRE IN FABRICnTIpN, NANDI.ING. SHIPPING. TNSTAI.LI NG ANU BRACING. RFi ER 10 BCSI (6U 11 DING COMPONENT SAFETY TNT URM AT1011), P!}BL (SHED BY TPI GAUSS PLATE INSTITULE. ?18 NOR T11 LEE STRFE T, SU I1T 312, ALE%A NDRIn, VA. 2231AJ ANU WTCA (W DOD TRUSS COUNCIL OI AMERICA, 6JU0 ENIERPR7SE LANE, MADISON, WI B7]i 9) TOR SAFETY PRACTICES PRIOR TV PERFORMING THE SI FUNCTIONS. UNLESS ViNERWISE INDICATED TOP CHORD SHAIL HAVE PROPERI.V ATTA f,HED STRUCTURAL PA NF I.S ANU BOTTOM C110R0 SHAIL HnVE ` A PROPEftIY AiTACI1ED RIGID f.EILiNG. "IMPORTANT*"F URN[SH A COPY Vf THIS DF SIGN T° iIIF INSTA~LA TION CONIRAC TOR. ITW PCG. INC. SHgI.L NOi A L P I N E PE RF SPVNSIPLE FV0. ANV DEVIATION TRVM IMIS DESIGN; qNV IAII TIRE TV BUIED 1HF TRUSS IN f,UMFORNANCE WITH TPI: OR FABR If,AtING. HANDLING, SHIPPING, INSiALI ING 8 BRACING OT TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN SPEC, BY AFAPAi ANU TPI. ITW BCG ~ CONNECTOR PL RTES ARE MA9E OF 2(1(18J1fiGA (N,Hf55jK) ASTM A653 GRADE 40JG0 (N. K)H.SG) 6ALV. STECL. APPLY PI.A TES TO EALH TALE OF TRUSS AND, UNTE SS OTHERWISE LOfAiEO ON TVIIS DESIGN. POSITION PFR DFAHINGS 160A-Z. ANV INSPFC TI ON GF PL ICS FOLLOWEp RY (i) SIIA I.L NF PEN ANNEX A] OF TPI1-2002 SF C.3. A SEAL VN IIfI± ~~BUi~dif/IJ CO(I)POli@II}]S pCi/O11 i/P ~IIC. DRAW TNG INDIf.A ICS AffEPTANCE OF PROFE SSIVNAI. EN6INCFRING RE SP0NSI0.II IIY SOLEIY F(R THE TRUSS COM P(1NENI H81I1C$l.l[Y,FL 3304Y DESIGN SHOWN. THE SU11gBIL11Y ANU USF OF 111[5 COMPONENt TOR ANY BU [1-DING IS THE RfSPONSIBIL[iY DT THE BUILDING DESIGNER PEN ANSI/TPI 1 SFf. 2. FL COA #0 278 1 6 0 205fi QTY:1 No.52212 °' * ~~ STATE OF f s ; Ju FL/-/4/ /E/-/ TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale =.5"1Ft. REF R235-- 32335 DATE 06/10/09 DRW HCUSR235 09161096 HC-ENG DLJ/DLJ SEQN- 222067 FROM RCT JREF- 1TSE235_Z04 19.375" 3X3= 1.5X4111 8 7-6 Over 2 Supports 2108 3X3= 3X4= CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 09-00000895 Date 10/21/09 Property Address 151 CLUB DR Application type description SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation 582750 ---------------------------------------------------------------------------- Application desc NEW SINGLE FAMILY HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ULRICH CUSTOM HOMES BY BRYAN LENDRY 151 CLUB DRIVE 4745 SUTTON PARK CT #501 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32224 (904) 992-2100 --------------------- Structure Information 000 000 ---------------------- Construction Type TYPE 5-A Occupancy Type RESIDENTIAL Flood Zone ZONE X ---------------------------------------------------------------------------- Permit MECHANICAL GAS PIPE PERMIT Additional desc 250 GAL 8 OUTLETS Sub Contractor SAWYER GAS COMPANY Permit Fee 138.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 4/19/10 ---------------------------------------------------------------------------- Special Notes and Comments re inspection fee due prior to c.o. *2007 FLORIDA BUILDING CODE W/'05-'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS * A SEPARATE PERMIT MUST BE APPLIED FOR THE INSTALLATION OF A POOL. Ensure meter is 3/4". Please advise if larger meter is desired, and we will calculate fee. Roll off container company must be on City approved list and cannot be placed on City right-of-way. Separate permits required for swimming pool and paver driveways. PERMIT IS ~$C~VE~~iL~dj'~'],tr,~~~YNCt~d'1'~iI~1111I- ~~;~DF~~I.A~I~'$QH ~~CII~'.$~A~L~I~'E FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Page 2 Application Number 09-00000895 Date 1Oj21/09 ---------------------------------------------------------------------------- Special Notes and Comments and canot be placed on City right-of-way. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total 138.00 138.00 .00 .00 .00 .00 .00 .00 138.00 138.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND TAE FLORIDA BUILDING CODES. ;` , is , ~S t-^L`''r .. GITY OF ATLANTIC BEACH ;~' ~ ~';~ 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 1 n OFFICE: (904)247-5626 ~ FAX NO.:(904)247-5845 ,, ~ ~"~ BUILDING-DEPT~COAB.US ~:~~>_-~ MECHANICAL PERMIT APPLICATION 09- p.(~(~ (s ( DUVAL COUNTY 1: JOB ADDRESS: 2. IS THIS A' UB PERMR: 3. DATE: .I S` C) L~ n r ~~ e ^ NO ^ YES PERMIT #: ~ U~ Z I v 9 PROPERTY OWNER- 4. NAME: 5. ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6. PHONE: ~ ~~ ~ f sv 'l~~ ME CHANICALCONTRACTOR:" 7. NAME OF COMPANY: 8. ADDRESS.: ,(^ ) f c S ~,., er q s ! ~ ~e .,, lL 9. STATE OF FLO v~ENSE N0: i0. CELL PH ^ ~ O~ 11 FAX N~ (J 4 ~-2 y 6'-07 ~f 6 ~ ' Z ~ ~ 1 12. EMAIL ADDRESS: 13.OFFICE P u(JE~ 2 ~~ - ~l ,^ , 14. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not crommenced within six (6) months, or'sf construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. ARI # CONTRACTORS SIGNATURE: ;,,16. C SS OE' WORK; 16 BUILDING: 17. SERLICE: 18. CURRENT CODE: INSTALLATION NTIAL FLORIDA BUILDING CODE- ^ REPLACEMENT OF EXISTING SYSTEM ^ EXISTING ^ COMMERCIAL MECHANICAL ~ ALTERATION /ADDITION TO EXIST SYSTEM ^ REPAIR O OTHER MECHANICAL E4UIPMENT TO BE1NSTALLED: 19. HEAT: ^ SPACE ^ RECESSED ^ CENTRAL ^ FLOOR BURNERS: 20. AIR CONDITIONING: ^ ROOM ^ CENTRAL 21. DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: cfm 22. REFRIGERATION: MAX CAPACITY: cfm 23. COOLING TOWER: CAPACITY: gpm 24. FIRE SPRINKLER: NUMBER OF HEADS: 25. LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26. COMMERCIAL HOOD NUMBER: 27. FIREPLACE: PREFABRICATED: MASONRY: 28. IRRIGATION: ^ PUMP ^ WELL ^ PIPING 29. GAS PIPING: # OF OUTLETS: ~_ ^ GAS AHU: AS WATER HEATER: 30.OTHER -SPECIFY: SOLAR HEATING, BOILERS, UNFIRED PRESSURE VESSEL, HEAT EXCHANGER OR COIL IN DUCTS ETC. VALUE FOR OTHER ITEMS: 31. COOLING EQUIPMENT: AIR CONDIT10tJING REFR E TION E UIPMENT C N NSORS-E NUMBER APPROVING OF UNITS DESCRIPTION MODEL # MANUFACTURER TONS AGENCY 32' HATING' EQUIPMENT: FURNACES BO ILERS FIREP C 5 AIR HANDLERS ETC. A OF UNITS DESCRIPTION MODEL # MANUFACTURER BTU AGENCY 33. TANKS: NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY U gam) ~, (, (~ .ems u ~ ~ BLDG04 Permit Appliceton Mech: REVISED: 12/182008 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 10-00000030 Date 1/11/10 Property Address 151 CLUB DR Application type description IRRIGATION/SPRINKLER Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc IRRIGATION ---------------------------------------------------------------------------- Owner Contractor ULRICH FUTCH'S LANDSCAPING, INC. 151 CLUB DRIVE DBA:LOWMAN FENCE CO. ATLANTIC BEACH FL 32233 PO BOX 725 PALATKA FL 32178 (386) 325-5640 ----------- - ------------- ----------------------- Permit - --------------------------- PLUMBING PERMIT Additional desc . Permit Fee 62.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 7/10/10 ------------ ------------- ----------------------- Fee summary -------------- Charged ---------- - -------------- Paid Credited --------- ---------- --- Due ------- ----------------- Permit Fee Total 62.00 62.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 62.00 62.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH. ORDINANCES AND THE FLORIDA BUILDING CODES. 01/11/2010 11:15 3863259957 FUTCH PAGE 01/08 r ~~ ~~~~~'~ C7ESIGIV • IN~P.0.~LATlC?N p.p. Box 7zs PAL.J`TKA.. FL ~~ ~ '7180725 PHONE : 36~ ~~.25~56~40 F.hx: 386~32l3 1~sE~7 FAC5IMILE TRANSMITTAL SHEET 1n' PE.R~vt~I' DEPARTMEN'T' FROM: TAMMY cANNUN cx~,~ANV: A'IIAMTC BEACH BUZI,DxNG DEPT ~ntr: l / 11 /09 rnxNt]bffiF.R; 40¢247-5845 rraoNENUMn~R:38G-325-5G40 TOTALNO.OF rnc:rti INCI.UUING CO'VP.tt C[ ^ uRGFN1' ^ FOR RF,vIRW ^ PJ.EASr CObJMP.NT ^ PLh'A$E RJrPLY ^ rT.Rntir {t1rf.Yf7.13 NOTES/COMMP.N7S: ' I.P YOU HAVE ANY QUESTIONS, PLEASE GIVE 1V~ A CAL.LAT 386.325-5640. WE WOULD LIB 'I'O PAY VIA CREDIT CARA WHEN YOU GET THE P1~RMIT READY FOIL I',AXMEN'T. THANK YOU, TAMMY 01/11/2010 11:15 3863259957 FUTCH PAGE 02/08 CITY OF ATLANTIC BEACH PLUMBING PERMIT AkPLICATION Date: t ~ 1 t ~ nq Property Address: I S 1 C lu.b j~,,.,`.,r,c,, Owner: ~~ ~ . la, (M Ck, J 1- 'T'elephone #: 9.O ~t ~ $ 5 3 5 Contractor: t"tn~C~'S t..Cxv~dSc~.n:nh ~~ ~ Telephone #• ~~8~- 325-5(e`-lu Contractor Address:~.u• fox Z 15 ~t a• ~. ~-1~-c't ~ 1 3d-t1~Faa #: 3$(0 -33-S-agS Cocltxaetor Signature: to consideration of permit given for doing the work aS described in the above statemrnt, we hereby agree to perform said work in accordance with the attaohcd plans cad specifications which are a part hereof and in accordance with the City o.f. Atlantic aeach ordinance and standards of good practice listed therein. Installation of plumbing and fixturos trust be in accordance with the mast recent edition of the Southcm Standard Plumbing Code. P)tLpabxng Type: If other construction is being done on this building or site, ti~ New list the buildin permit number: D Re-Pipe ~ d~ -~ S~L'~J Nnmber of Fialtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinlrs Disposals Urinals Floor Drains Vt/ashing 1Nacl~ine Lavatory Water Sewer Water kleaters / y Sprinkler System Other Fees Permit Issuing Fee: ~~ b a• 55 ~~° ~ ~ 'p`~ ' (o~w~~ 55 . o0 Total Fixtuxc..: 1 x s~.oo + Leo = L a .oo ,7 SOO Seminole Road .Atlantic Baach~ Florida 32333-5445 Phone: (904) 247-5800. Fax: (804) 247-5845. http:/Mrww.ci.atlantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 09-00001380 Date 10/22/09 Property Address 151 CLUB DR Application type description SWIMMING POOL/SPA Property Zoning TO BE UPDATED Application valuation 30000 ---------------------------------------------------------------------------- Application desc NEW POOL Owner ------------------------ ULRICH 151 CLUB DRIVE ATLANTIC BEACH FL 32233 Contractor SURFSIDE POOLS 313 BEACH BLVD. JAX BEACH FL 32250 (904) 246-2666 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . Permit Fee 75.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 4/20/10 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05-'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. REQUIRED INSPECTIONS: *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) Roll off container company must be on City approved list and cannot be placed on City right-of-way. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ------- Permit Fee Total Plan Check Total Grand Total 75.00 75.00 .00 .00 .00 .00 .00 .00 75.00 75.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ,, '~ ` ''''~%:, CITY OF ATLANTIC BEACH ~~+~. 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 " ~ r > OFFICE: (904)247-5826 ~ FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US ~`~~r~~.,~-• E4ECTRICAL PERMIT APPLICATION ~7~ ..L. I _ _. h .__._~ _ . DUVALCOUNTY 1. JOB ADDRESS: 2. IS THISA SUB'PERMiT: 3. DATE Atlantic Beach, FL 32233 (~,~ ~5 PERMIT #: ll'"[ '~~S) Q (.J ~~~2~b _ PROFERT Y.OWNER: __ 4. NAME: UI~-~~, 5. ADDRESS IF DIFFERENT FROM JOB ADDRESS: 1~1 u~ 6. PHONE: ,3®y ~~~~ EL ECTRICAL CONTRACTOR: 7. AME OF COMP Y: 8. ADDRESS.: ~-- 9. STATE OF FLORIDA LICENSE NO: r Z 10. CE PHONE: Z7L 7zc s°' 11. FAX NO.: Z72. 7L~ 12 MAIL ADDRE A:~ , ~ ~~, ~ 13. OFFICE PHONE: 14. 15. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commence within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) month any 'me after ed. CONTRACTORS SIGNATU 18. CLASS OF WORK: 17. S : _ _ 18. METER"NUMBER:. ` ^ MULJI FAMILY - # OF UNITS: NGLE FAMILY ^ TEMP SERVICE SIDENTIAL ^ COMMERCIAL ^ ADDITION ^ TRAILOR 19, ~ ` ' <- 19 CURRENT CODE: ` ^ ALTERATION ^ SIGN ^ REPAIR ^ POOL /SPA EW ^ REWIRE ^ '05 NATIONAL ELECTRICAL CODE ^ OTHER: - . ._ _ . - ,; LIST ALL ELEG7RICA4;WORK:`% : , ., , _; ! . Z0. TYPE OF SERVICE: ^ OVERHEAD DERGROUND ^ UNDERGROUND UP POLE 21. NEW SERVICE: CONDUCTORS PER PHASE: ^ POWER IS ON ^ POWER 1S OFF 22. SIZE OF CONDUCTOR: AMPICITY: ^COPPER ^ ALUMINUM 23. SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24. EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25. FEEDERS: # of AMPS: # OF AMPS: # OF AMPS: 26. LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT & M.V.: Z G-~[1 27. FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28. FIRE ALARM: ^ YES ^ NO 29-31 DO NOT APPLY TO NEW SINGLE FAMILY, MULTI-FAMILY AND ROOM ADDITIONS 29. SMOKE DETECTORS: NUMBER: 30. RECEPTACLES: 0-30 AMPS: ~_ 31-100 AMPS: OVER 100 AMPS: 31. SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: _ . 32 MR CONDITtOMNG: , # OF UNITS: COMP. MOTOR HP RATING: - AMPS: ~ HEAT KW: # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: - 33. MOTORS: : , NUMBER: VOLTAGE: Z~fO HP: /_ ~ KVA: ~ NUMBER: VOLTAGE: HP: KVA: _ ... 34. TRANSFORMERS: - , . UNDER 600V: NUMBER: KVA: OVER 600V: NUMBER: KVA: - ,,._ 35. MISCELANEQUS,REPAIRS:: DESCRIBE IN DETAIL: ®o ~1 f 1 -~ COAB FORM BLDG02: REVISED: 8!13/2007 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 10-00000153 Date 2/19/10 Property Address 151 CLUB DR Application type description FENCE PERMIT Property Zoning TO BE UPDATED Application valuation 2396 ---------------------------------------------------------------------------- Application desc 6'VINYL FENCING ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ULRICH HARRY AND MARY BEST FENCE CO OF JAX INC 151 CLUB DRIVE 886 AIA NORTH SUITE 5 ATLANTIC BEACH FL 32233 PONTE VEDRA BCH FL 32082 (904) 543-7743 ---------------------------------------------------------------------------- Permit FENCE PERMIT Additional desc . Permit Fee 35.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 8/18/10 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05-'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *ALL FENCES OR ENCLOSURES OF LAND SHALL BE SUBSTANTIALLY CONSTRUCTED. *SCHEDULE FINAL INSPECTION ONCE FENCE HAS BEEN COMPLETED. PERMIT AND APPROVED SURVEY MUST BE AVAILABLE FOR FINAL INSPECTION. Fence must not interefere with drainage flow from rear of property. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total 35.00 35.00 .00 .00 .00 .00 .00 .00 35.00 35.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ~~~~~~~~ Il FEB ~ 1200 N~ ' - _ By °"r'`t' ~ CfTY OF ATLANTIC BEACH _ +~,~~t BtID SEtyt3NOL= RGAp. F.-!.;1t~IC BEACH, FL 3^.233 *' ~ ~~-~..'~I OF-ICE. {9D4Io"fi7-56_31 ~ FAX NO.:(9Da)2~%-5945 BUILDING-DEFT~COAH US ~=~~`~ BUILDING PERMIT APPLICATIf~N _ _.. 09- . ~~._.__L_ .(_ (_ ~ r11 runt f`C1i iNTV F 1::UOBhDt7RE5S.,,-.', .;'_ 23/14tukT10NOF1fJORIC "' - ' :3i,~0 r~~1NDER.ROOr riPA~6AL~TeSCR1P.TtOR' , " 5 ULASS'OEyYORY. + ;,,-' ~, , C17Se 37RUGTURE:.- ~ NEW BUILDING T] DEMOL, +70N RESID=_NTtAL LOT _ BLOCK SUS DIVISION ^ AODri ION Q CONVERTFWG USE ^ COMMEQCIAL '~:7~~~~~~~+ZK-T``~,'.~.~. ~F . .--;'- . ~ -:'. _ ^ ALTERP.TION ^ ACCESSORY BLDG ~~fJREsSPRINK!£fi j ,~ r / 1~~~~' ~~ ~t~~ E~ ~ i~ ^ REPAIR L7 PODL 15FA ^ YES NiA 1JI I ~- l t ^ MOVE Q'STHEk ^ NO I:.n"~PROP.ER37f<Olll[NER::`: _~ Cf}N3RAC'TORi.,"._... _ „ -: ARCHtTEC TIENGiNEER: 9. NAME: t5. COh1PAN~' NAME 23. COMPANY NAME: ~' . 76. L~ .<. LICENSEE t~tAME l i ~'r 10. ADDP,ESS' 97. STATE FLORIDA"LICENSE N0.' 25. STATE OF FLORIDA ! ICENSE NO.: \y~ ~l ~ ~~ . '' ~'~ ' ~'~" 78 ADOP ESS: "" f r ' L + 28 ADDRESS: . . S L ,n. ~~ . ~~ l t `f `.' . ~ ~+tc~ ~ P~z~ 4-->_ ~ C 2 ~ ~j 5 t l ."~ ~i ~ s~--I~ ! i I 77 OFFlCE PHONE: 12. FAX ND.: 79. G=FICE PHDN=: 2D. FAX NO_. 27.OFFfCE PHONE: 28- FAX NG.: Q~1 ', L(c E ~ ~.. y 2.'7~'C 13. CELL PHONE: 21. CELL PrNlONE:,..-/ ~/ I~'!~l ©~ 2~. CELL PHONE- .. . .. '~. ~MA1L ADDRESS: I~(,,,{~IC- ~14~-1~-.L~+~ ?? EMAtL ADDP'°~' i~~ns o ~ ~~ :~ '~14' k, rr~~ 3D. £0.7AIL ADDRESS: _ ,:-:FEE-SIMILE H LDER: _. B~NDtNCsCONIPA - - ,. _ _ YJlC)R7GAGE•LENDER: 37 1JHME 33. NAME 35 NAME. 32 RESS 34. ADDRESS: 35. ADDP.ESS: AppiicaUon is hereby made to obtain a permit to do the work and installations as indicated. t certify that no work or installation has commenced prior to the issuance of a permit and that alt work will be pertonned to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (fi) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wetls, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAWIT - I certdy that all the foregoing information is accurate and that alt work will be done in compliance with all applicable laws regulating construction and zoning. I wiA nat occupy or use the referenced building or any part therof, uritil all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required try taw. *** WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOU P TY. A NOT[CE OF E Ofwf 6 SITE BEFORE THE D [~ LT WITH YOUR O OBTAIN FI IRST INSPECTION. F YOU INTEND T LENDER OR AN ATTORNEY BEFORE RECORDING YOU 0 E F COMMENCEMENT. ,. ©WNER r,AG T . _ C _ ,RACTOR ;:. y or ., - L rier Req~;reri) - ;r IA,gene, Pate . ar .. ~ : uakSfer Qr,ly) ,,~ ,t ~/ Signed: ~,` ~,i+3' ate t ~ ~~ Sinned: Date: s` \ i3efore me rs ~~1 day of ._ )c~~'~ ~`C;~G in the county of ~ Before me ~ y f ~ - ;~DSin i~ie county of of Florida, has personally appeared Duval, Sta Duv to of Eori ,hasp onall appeared herin by himself / rsetf and affirms that all statements and declarations are herin by himse /herself and affirms that all statements and declarations are hue and accurate, ~. ~ true and accurate. u~~.. ,County of ~~T'7 ~ fNt~~of//8ary Public at Large, Stah of Notary Pu ~ at Larne, State of ,County of I~ ?ersanatly Kmwn /1~-t~ a~i aaaaa LJ ~roaULav7 edE+ntlfl:Z lYaaaaafaaaPaLlEaa~"'" . aanally Kncwn a - r C raeu Ced ltlenuflcaeon• ~~~~a~~aaaaaaaaaaa~aaaaaaaaaaaataaaaN / Notary Signature: ~ ~ S tore 73 =~ s E>~It8S6/n/lpll- ~Ir ~ ~ ~v ~ ~ ~ ~w~w...~-- ::: _ ~` Inc ~. a `%~orP~ flortda 1Jotary J~n•. t~ - 7 dda NofsrY lam'. •~auu~•• .p~r~ti~ F10 Iaunpaap~aaaaa a^a^aaaaa^.~?-aoaalp aaaaou:'a ronuuupaaaaaaaaaaaaaaaaaasuaouuaaauA BLD~'07 Permit Appl+ri-GOn B!dg: REVISED. 72,'"16.20D~ ~' • ~ 'MAP SHOWING BOUNDARY SURVEY OF .A -rArtT OF 7HE "HOTEL RESERVATION" AS SHOWN ON MAYPOR7 TERMINAL COMPANY'S MAP OF ATLANTIC BEACH ANO RECORDED IN PLAT BOOK 5, PAGE 64, AND ALSO SHOWN ON PLAT NO. 1, SUBDN1510N "A", OF ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAI COUNTY, FLORIDA, SAID PART BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A e01NT OF R REN COMMENCE AT THE NORTHWEST CORNER OF CLUB MANOR, AS RECORDED IN PLAT BOOK 25, PAGE 62 OF THE ~ CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE RUN NORTH 85'32'15" EAST, ALONG THE NORTH LINE OF SAID CLUB MANOR, A DISTANCE OF 96.25 FEET 70 THE POINT OF BEGINNING; THENCE CONTINUE NORTH 85'32'15" EAST, ALONG SAID NORTH LINE, A DISTANCE OF 150.00 FEET; ~ THENCE RUN NORTH 06'75'75" WEST, A DISTANCE OF 100.05 FEET; THENCE RUN SOUTH 85'32'75" WEST, ALONG A LINE 100.00 FEET NORTH OF, AS MEASURED AT RIGHT ANGLES AND PARALLEL TO THE SAID NORTH LINE OF CLUB MANOR, A DISTANCE OF 740.00 FEET TO THE SOUTHEAST CORNER OF THE (ANDS AS RECORDED IN DEED BOOK 1406, PAGE 789 OF SAID PUBLIC RECORDS; THENCE RUN SOUTH 83'44'45" WES7 ALONG , THE SOUTH LINE OF SAID (ANDS RECORDED IN PEED BOOK f 406, PAGE 189, A DISTANCE OF 10.00 FEET TO THE SOUTHEAST CORNER OF THE (ANDS AS RECORDED IN OEEO BOOK 708, PAGE 133: THENCE RUN SOUTH 06'15'75" EAST, A DISTANCE OF 99.74 FEET TO THE POINT OF BEGINNING. SUBJECT TO A 12 FOOT EASEMENT FOR INGRESS AND EGRESS ALONG THE NORTH 12.00 FEET OF THE ABOVE DESCRIBED (ANDS. LESS ANO EXCEPT: A PART. OF THE "HOTEL RESERVATION" AS SHOWN ON MAYPORT TERMINAL COMPANY'S MAP OF ATLANTIC BEACH ANO RECORDED IN PLAT BOOK 5, PAGE 64, AND ALSO SHOWN ON PLAT N0, 1, SUBDIVISION "A", OF ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNN, FLORIDA, SAID PART BEING MORE PARTICULARLY bESCRIBED AS FOLLOWS: FOR A POINT OF R _R N COMMENCE Ai THE NORTHWEST CORNER OF CLUB MANOR, AS RECORDED IN PLAT BOOK 25, PAGE 62 OF THE I CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE NORTH 85'32'15" EAST, ALONG THE NORTH LINE OF SAID CLUB MANOR, A DISTANCE OF 96.25 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 85'32'15" EAST, ALONG SAID NORTH LINE, A DISTANCE OF 50.00 FEET; THENCE NORTH 06'15'75" WEST, A DISTANCE OF 100.05 FEET; THENCE SOUTH 8532'15" WEST, ALONG A LINE 100.00 FEET NORTH OF, AS MEASURED AT RIGHT ANGLES AND PARALLEL TO THE SAID NORTH LINE OF CLUB MANOR, A DISTANCE OF 40.00 FEET TO THE SOUTHEAST CORNER OF THE LANDS AS RECORDED IN DEED BOOK 1406, PAGE 189 OF SAiD PUBLIC RECORDS; THENCE SOUTH 83'44'45" WEST, ALONG THE SOUTH LINE OF SAID LANDS RECORDED IN DEED BOOK 1406, PAGE 189, A DISTANCE OF 10.00 FEET TO THE SOUTHEAST CORNER OF THE IANOS AS RECORDED IN DEED BOOK 708, PAGE 133; THENCE SOUTH 06'15'15" EAST, A DISTANCE OF 99.74 FEET TO THE POINT OF BEGINNING. ALSO EXCEPT PART RECORDED IN OFFICIAL RECORDS VOLUME 72675, PAGE 1472. CERTLFIEO T0: MARY ULR/CH AND HENRY G. ULR/CH, !1! /FIRST ATLANTIC BANK / OGD REPUBLIC NAT/ONAL 7/TLE /NSURANCE COMPANY / KEITH WATSON T17LE SERVICES, INC. C.~ 1-~ Q JGJ~ 1 RE M170237 0250 ~j~/~S (~J '15"w 740.00' ' ~~~ ~ ~ ~ N 32 OOP • 585 ` \ 6' PLASRC FENCE , ~ 75 . . LP, .2' N S85'3215 W J Fl,,o y V i NO ID ND X' 7.P. N7SD8'SO'E / `y... 72' EASEMENT fOR 9 ' 22' ~~t /8898. ~• J 1 E 2$.00 8717 2a E INGRESS k EGRESS ~ s LIRE. DEED 000A ta06. PACE 7R 00' 40 ^- ` ~ . 0.27• ~~~'T7n. s83'aa'a5"w ._._ - - /A~ ~wu- 00' 0 - - - 1" ~ ~ v - - ~ . ~~~~ 1 .u o ES 6 NAR. g DISK AT NORTHERLY V .. - _ - " 1 10' B.R.L. ~ ~~~ ,_ r _ END OF PARKING LOT AT ~+ - ~^ - YYY 6820 SOUTHPOINT PARKWAY, SUITE 1, ~"~ 9r 877 ; IS v ELEVATION: (21.44) i•~ i ~tA O ~ yy ELEVATIONS SNOwN HEREON (/) UJ ~ +~ ~~t' ~ n REFER TO NAVD OF 1988 ~ ~ O P~'I ~ . , 8 ~ ~ ~) ~ N m -+ ~ CONCRETE BLOCK ° za '~ FOUNDATION ~8 v_ ~ ' ., c I (NOT POURED) ' g ~ 7' TOP OF BLOCK: (15.14} a ` ~ 4 °1 ~' s ~ 1 . o cn <m 1 q r n') v In % ' 2ND FLOOR r •• ~ ~ EXCEPTION PER n ' 7.s' OVERHANG ~'"~} '~ 1 O v rn n LEGAL DESCRIPTION , ,' p ~ t pQ , I v: to G ~ ~ ~ .O ` 0 LSI, ' ~° o ~ m O ; , ~ ( °, I ~ 1 y0 ~A ~ 9' s o D > `t ~ 7..•.7.8' 9' 0 3L8• ' 8.7' S1V i A B N U . , Y a.9• ~* p Z N t. ' g; V Q~ 11.7 6.2 20' B.R.L. (TYPICAL) t''E ~-I¢ ? Q~ t . N w -1 O ~15T FLOOR Q L O b ~ C O EVES [) SW a vi o N 7d ~ ~ p P~ (TYPICAL) 0.8' i ~ ~ C FND 74' I•v. ~ "E 25.00' 7rJ OO' 48696 ' ' ` ' ° ' 21 32 ° ~ N85 0 50.00 E 15 NSS'32 s I P ' 0 FND If . . ~ ~ ~ 96.25 Bgbg6 150.00' N85'32'15"E '~!= N. LINE, auB MANiM (BEARING BASE) "~ POINT OF BEGiNNiNG CLUB DRIVE oW POINT OF REFERENCE X50' RIGHT OF WAY) ~g p"i~ B~Dwc"Eisc ,u oR, LOT k HOVSE 5/0 (GOOD); W.O. (f09-275-3; 07-10-09 (FELD) NOTES: CET ACNAL GRADES: W.O. /09-275-2; 06-23-09 (FIELD) t. AU, fENCES SHOwN HEREON ARE 6' w000 UNLESS NOTED. THIS SURVEY WAS PERFORMED WRHOUT THE DENEFlT OF q TRLE COMMITMENT. 2. TIES SHOWN ON EVES AND OVERHANG ARE FROM THE B.R.I. THERE MAY BE AODITK)NAl EASEMENTS ANDfOR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY B£ FOUND 7N E PUBLIC RECORDS OF THIS COUNTY, UNDERGROUND ENCROACHMENTS NOT LOCATED THE LAND SHOWN HEREON 5 IN THE SPECW. FLOOD HAZARD ZONE 'X" AS SHOWN ON HOOD INSURANCE RATE A01P 0001 0 fOR 711E CITY OF ATLANTIC BEACH, FlOR10h F.I.R.M INDEX DATE 04-17-89 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SORVEYORS -6810 5T7UDIPOLVF PARKWAY, SU/!E 4 - .14f1CA0Nw[.LE, AZORIAq 31216 - 904/279-0088 -LICENSED LAND B!/5!N[:SS NO. JB37 ESMT . FOFASEMEM ~ ACOE • ARMY CORPS OF ENCINEFAS COrX: - CONCRCIE JWl . JUR16DICIgNAI IrERANpS LwE Nora NOMA+ENi PRY - P[R1aWEM REFERENCE THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS 57i0WN ANO THAT 7HE SURVEY SHOWN - S _ -4 - 6P. . IRON PmE MONUMENT LR . RtON Roo P•T• 'POINT OF T~NO+' o -DELTA ANeLC P.C.P. ' PERMWEM coNma FONT HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIW BOARD OF PROFESSIONAL SUINEYORS ANO MAPPERS PURSUANT TO CHAPTER 472.027 /CHAPTER ALL CH - CHORD P.C. - POWT OF CLIME A .LAC LENCM P.R.C. - POrNT OF REVERSE CURV[ 61G17-6, fLOR10h STATUTES. AMLF/CAN R RAOAlS P.C.C.. POiM OF COYPOUNO CURVE (CALCJ " CALCVUTEO 9.R.L. - RUAORIFi RESERR,710N LINE SURVEY NOT VAUO UNLESS EMBOSSED BY SEAL SURVEYORS GF FLOR/DA. to) -DEED F.P,kI.- FLORKIA POtW.R k rA/rv (P) - Pur uo.E " uuo99TauaEO ORNHAOE (4) . C~F,µ gU~E x4vO ~TIE~+Ai CEOOERC vERMx JAMES D. HARR50N, JR, No. 2847 MICHAEL A GARRETT, N 8643~//~ SCALE 1-.20' ~~'~p LNG. R/W - R1GNT-OF-RMY NAVp .DORM ANEAIfiw VERIKA DA7W - FENCE P.L • PORT OF WIERSEC710N - ` _~$ - jw) . w1TNE45 Eow - [OCE OP wAtER F.F.E.. nHgN noon PtEVnOOx TOB -Tor aP RANN DATE -14-09 DA ECISTERED SVRVEYOR AND MAP -8 --~~ J ~+d 1 `~ 1 ~. F9. OC/09-276-8 plp py JMR plq, P: 2009\09-275-8 ~~ fKf 09-275 (/ OROfR /YO. 2009-275-8 ' 'MAP SHOWING BOUNDARY SURVEY OF APART OF THE "HOTEL RESERVATION" AS SHOWN ON MAYPORT TERMINAL COMPANY'S MAP OF ATLANTIC BEACH ANO RECORDED IN PLAT BOOK 5 , PAGE 64, AND ALSO SHOWN ON PLAT NO. 1, SUBDIVISION "A", OF ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT I PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, SAID PART BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE NORTHWEST CORNER OF CLUB MANOR, AS RECORDED IN PLAT BOOK 25, PAGE 62 OF THE ~ CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE RUN NORTH 85'32'15" EAST, ALONG THE NORTH UNE OF SAID CLUB MANOR, A DISTANCE OF 96.25 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 85'32'15" EAST, ALONG SAID NORTH LINE, A DISTANCE OF 150.00 FEET; ~ THENCE RUN NORTH 06'75'75" WEST, A DISTANCE OF 100.05 FEES; THENCE RUN SOUTH 85'32'15" WEST, ALONG A LINE 100.00 FEET NORTH OF , AS MEASURED AT RIGHT ANGLES AND PARALLEL TO THE SAID NORTH LINE OF CLUB MANOR, A DISTANCE OF 140.00 FEET TO THE SOUTHEAST CORNER OF THE LANDS AS RECORDED IN DEED BOOK 1406, PAGE 189 OF SAID PUBLIC RECORDS; THENCE RUN SOUTH 83'44'45" WEST ALONG , THE SOUTH LINE OF SAID LANDS RECORDED IN DEED BOOK 1406, PAGE 789, A DISTANCE OF 10.00 FEET TO THE SOUTHEAST CORNER OF THE LANDS AS RECORDED IN OEEO BOOK 708. PAGE 133; THENCE RUN SOUTH 06'15'15" EAST, A DISTANCE OF 99.74 FEET TO THE POINT OF BEGINNING. SUBJECT TO A 72 FOOT EASEMENT FOR INGRESS AND EGRESS ALONG THE NORTH 12.00 FEET OF THE ABOVE DESCRIBED tAN05. LESS ANO EXCEPT: A PART. OF THE "HOTEL RESERVATION" AS SHOWN ON MAYPORT TERMINAL COMPANY'S MAP OF ATLANTIC BEACH AND RECORDED IN PLAT BOOK 5, PAGE 64, AND ALSO SHOWN ON PLAT NO. 1, SUBONISION "A", OF ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, SAID PART BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE NORTHWEST CORNER OF CLUB MANOR, AS RECORDED IN PLAT BOOK 25, PAGE 62 OF THE i CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE NORTH 85'32'15" EAST, ALONG THE NORTH LINE OF SAID CLUB MANOR, A DISTANCE OF 96.25 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 85'32'15" EAST, ALONG SAID NORTH LINE, A DISTANCE OF 50.00 FEET; THENCE NORTH 06'15'15' WEST, A DISTANCE OF lOD.05 FEET; THENCE SOUTH 8532'15" WEST, ALONG A UNE 100,00 FEET NORTH OF, AS MEASURED AT RIGHT ANGLES AND PARALLEL TO THE SAID NORTH LINE OF CLUB MANOR, A DISTANCE OF 40.00 FEET TO THE SOUTHEAST CORNER OF THE LANDS AS RECORDED IN DEED BOOK 1406, PAGE 189 OF SAID PUBLIC RECORDS; THENCE SOUTH 83'44'45" WEST, ALONG THE SOUTH LINE OF SAID LANDS RECORDED IN OEEO BOOK 1406, PAGE 189, A DISTANCE OF 10.00 FEET 70 THE SOUTHEAST CORNER OF THE LANDS AS RECORDED IN DEED BOOK 708, PAGE 133; THENCE SOUTH 06'15'15" EAST, A DISTANCE OF 99.74 FEET TO THE POINT OF BEGINNING. ALSO EXCEPT PART RECORDED IN OFFICIAL RECORDS VOLUME 72675, PAGE 1472. CERTIFIED T0: MARY ULR/CH AND HENRY G ULR/CH, I/l / F/RST ATLANTIC BANK / OLO REPUBLIC NAT/ONAL 7/TLE /NSURANCf COMPANY / K£!TH WATSON TITLE SERVICES, INC. ~NC.~ (/ RE (1170237 0250 J4 ~ n C~ $85'32'15"W 140.00' o `~ ~ ` 6' PLASTIC FENCE `` `` 00' '" 75 " ' . W 15 ( p 2 N ~ S85'32 E ~ NO tO N7S58~30'E V ~ ND Yi LP. 0.22' 1 1 u06. PAx 769 25.00' p6896 . 12' EASEMENT FOR ~~` S 2'27 2A E INGRESS dL EG=E55 ~ g UNE, DEED 11DDK 40 00' -- - ~ . 0.21' "W ~' 583' S.6 ~~~ / oEE~D ~ 10.00 _- _.- ~' -~ 2N EvES~ _ ~~ O Q~MARK USED: NAIL dLDISK AT NORTHERLY ~ ~ R L - 't -' _ _ '_ _. _ _20„8. II 3 ENO OF PARKING LOT AT 617 'l 6820 SOUTHP001T PARKWAY, 51NTE 1, ~~ 9t u; > i Y Z r EV 80N 21 44 '~ E , A : ( . ) i ` I ~ O ~ L ~ ELEVATIONS SHOWN HEREON N uLt ~ `" ~•t ~ n REFER TO NAVD OF 1988 ~ ~ ~ i 06• ~ OCA ~ f1I ~ CONCRETE BLOCK t a ~ ~' ° FOUNDATION ~ °~ ~= o zo ~ ~' 9'I~ (NOT POURED) t g ~ c o ~ ~ t.t' TOP OF BLOCK: (15.14) ~ ~ ~ i ' n rn m °1• ~ ~ A I l p ~~ ~'~ ~ i f o ire t ' I ~ , : 1 m ~ K ~ Q 2ND FLOOR ; n t Iw ' ' ~ ovERNA ~i EXCEPTION PER ni m t 1.5 n LEGAL DESCRIPTION J°o V ro ~ (/1 ,) p t ' O ~ ~ `~ ~ o + ~~ ' ~ CT p V: 'D ~ J T vd l 1 z (T 9iT ~ 1 7' ' t 8 . y 7' y 4.9•!*. p A.9 0 3i.6 gLi Z N t.9 ~ 77 COLUMN ~ . 6.0 8.2 20' B.R.L. (TYPICAL) ~ ~ ~ ~ I a. = t.t'< N -I Q ~tST FLOOR O Oi TUCCO 0 S C p Ev£S O WAIL O (~ O a (TYPICAL) NZ < m 0.5 ~~b( ~ FNO Yt' 1.P. 00' p6696 25.00' 75 " ' ' „ . 21 o ~ N85'32 E 50,00' N85'32 15 E P I ' . . FND Yi R. Q 96.25 W ~ 56696 N85'32't5"E 150.00' 4 ~ N. LINE. CiUB MANOR (BEARING BASE) °DL e01NT OF BEGINNING C~~g pRiVE ° Z POINT OF REFERENCE ~'" (50' RIGHT OF WAY) 3 R N.W. CO NER, CLUB MANOR, 2 PLAT BOOK 25, PAGE 62 ON LOT 8 HOUSE S/0 (GOOD); W.O. $09-275-3; 07-10-09 (FIELD) NOTES: t<09-275-2: 06-23-09 (FIELD) CEi ACTUAL GRADES: W O ' . . 1. ALL FENCES SHOWN HEREON ARE 6 W000 UNLESS NOTED. THIS SURVEY WAS PERFORMED W1THOlT1 THE BENEFR OF A TITLE COMMITMENT. 2. TIES SHOWN ON EVES ANO OVERHANG ARE IRON THE B.R.I. THERE MAY BE ADOtTK>NAL EASEMENTS AND/OR RESTPoCTIONS TtIAT ARE NOT SHOWN ON THIS SURVEY THAT MAY HE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, UNDERGROUND ENCROACHMENTS NOT LOCATED THE U1ND SHOWN HEREON 5 IN THE SPECW. FLOOD HAZARD ZONE '7C" AS SHOWN ON FL000 INSURANCE RATE MAP 0001 D fOR 771E CITY OF ATLANTIC BFACH, FLORIDA, F.I.R.M MDEX GATE 04-17-89 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEYORS -6820 SDUINPOU? PARKR6IY, SUDS 4 - .f4dCSONVI[LE: KOR/Dq, 32216 - 904/179-0088 - L1CflVSEO LINO BUSINESS NO. 3857 f5117 - EAM:MEM ~~ ACOE - ARtar CORK OF ENGINEERS JYM1 • JUR16OICTpNN M'ER ANOS LWE CR THE ABOVE LANDS WERE SURVEYED UNDER MY RESPON518LE SUPERVISION AND DIRECTION, 5 . . COHC -CON ETE MOIL MDNUMENr P.RY . PERMANENT REFERENCE THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN ANO THAT THE SURVEY SHOWN =4 L-. . wa+ PIPE MONVYENT ,,R, MpN R00 P.i. -POINT Oi rANGENCY D .DELTA ANGL[ P.aP. -PERMANENT CONTROL POINT HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO CHAPTER 472.027 /CHAPTER - ALL CN . ClbRO ~ P.C, - POWT DFC0 RYE A - AIIC uxcm vR.e. -Pair of REM0156 CUROE 61Gt7-6, FLORIDA. STATUTES. AM£R/CAN vt.c . PANT ~ COMPOUND cuauE ) = TED B.R.L - 6UApNC RESTRIL710N UNE (GLLC SUfNEY NOT VAUO UNLESS EMBOSSED BY SEAL SURVEYORS OF iLORIDAA ( i.P.tL- iLOxWA roxErt a LwxT ( JAMES D. FiARRISON, JR, No. 2847 INC. ~ (L PP - Fur u.ae " uxofisraucrEO ORNNAGE (( 4 . CEM£11UUNE NGVD . Nei, ETIONAL OEOOEIIC VEAl1CA1 MICHAII. A 6ARRETT, N 8643~~ II BCALE 1".20' L° (/4 ~ R/Y/ RY,Nr-pi-lDrc NAVO N~OTRUiM AMERIaW vERTKAL DATUM - iENCE P.L • PdF1T OF WIERSECTK)N ~ / ~ --9 - (vp . YA1N65 EOW .EDGE OP WATER i.i.E. - FINISH RDOR ELEVATION TO6 .TOP 0/ BANK. PATE 06-14-09 DA E6TSTEREO SURVEYOR ANO MAP =8 e-. a r: `~: 1 ~~ Fg, OC509-275-8 D17 BY JMR plR, P: 1009\08-275-8 ~-~ flLf 08-273 (/ ORDER NO. 2009-275-8 R ~:~,~~-,, Gity ofi Atlantic Beach ~~ ~ Building Department %~ ~ 800 Seminole Road rl Atlantic Beach, Florida 32233-5445 o. Phone (904) 247-5826 Fax (~4) 247-5845 r~~;i~~r E-mail: building-dept@coab.us City web-site: http:Uvrww.coab.us APPLICATION NUMBER (To be assigned by the Building Department,) Date routed: /~' ~y APPLICATION REVIEW AND TRACKING FORM Property Address• ~ ~/ ~~ ~ ~. Applicant: ~~~ Project: De rtm®nt review uired Yes No Building Planning i3< Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Senn"aces Review fee:. $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurarrts Division of Ak:afio~c Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. Denied. (Circle one.) Comments: BU{LD{N LAN G 8~ tNG ~ Z"' ~ ~1 " /d ~G~'~` Date: Reviewed b : Y TREE ADMIN. Second Review: QApproved as revised. ^Denied. PUBLIC WORKS Comments: PUBL{C UTIL{TEES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ^Denied. Comments: Reviewed by: Date: Revised 05!14!09 ~j.:~~,~~,-,~~ ~ City of Atlantic Beach ~ f'• ~~- ~~ ~ Buildin De artment ~ i+~ ~ ~, ~ ~ ~ ~ ~ r s 800 Seminole Road ~ Atlantic Beach, Florida 32233- 5 Phone (904) 247-5826 Fax (9 ~37.:5845_.____~_ ___.__.__ 1 .____.__._._~r___ _~.~~_. `'LJ;i~>~' E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION NUMBER (To be assigned by the Building Department.) ~~ ~s"~ Date routed: Z ~ ( ! o APPL1CATtON REVIEW AND TRACKING FORM ..- Properly Address: S Applicant: r ~ Project: Review fee $_ De artment review re wired Yes No Building / Planning & Zoning Tree Administrator Public Works / Public Utilities Public Safety Fire Services Dep# Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of Environmentat Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: []Approved. ^Denied. ~ (Circle one.) menu; ~ BUILDING ~La„r ~lti 2~/~2. U~ ~/C6P~"~• PLANNING & ZONING Reviewed by: Date: ~ ~ ~ ~ ~ ~ TREE ADMIN. Second Review: DApproved as revised. ^Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ^Denied. Comments: Reviewed by: Date: Revised 05/14/09 ',; ~~~~ City of Atlantic Beach j$ - r~~1 Building Department `.:~ 1? 800 Seminole Road ., ~ Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 Fax (904) 247-5645 ~ "~~,t~>~ E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION NUMBER (To be assigned by the Building Department.} ~v ~ ~/S~3 Date routed: 2l ! + / D APPLICATION REVIEW AND TRACKING FORM Properly Address: Applicant: l~~ 'L~ 7, De artment review re wired Yes No Building Planning 8~ Zoning ~/ Tree Administrator Public Works Public Utilities Public Safety Fire Services Project: ~ ~ ~ '~- Review fee $. Qept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICAT{ON STATUS Reviewing Department First Review: Approved. ^Denied. (Circle one. Comments: BUILDING,,,,~~ ~-.-~- PLANNING & ZONING Reviewed by: ~ Date: o~ -f~.,~C~ TREE ADMIN. Second Review: [Approved as revised. ^Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ^Denied. Comments: Reviewed by: Date: Revised 05114/09 r --- - `- ~ r;':..:~ ~~ City of Atlantic Beach ~ ~ ~ ~ r ~S ''",~ Building Department ! ~ : ~,; ~ ~_ ~:~,., r.~~1`1 800 Seminole Road ! W y ~~ Atlantic Beach, Florida 32233-5445 ~ , ,. r > Phone (904) 247-5826 Fax (904) ~-5845 .:.. ..:,_,~- ~~~3~' E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION NUMBER (To be assigned by the Building Department.) /r~ - / S" 3 Date routed: ~l ~ r~~ d APPI.tCAT10N REVIEW AND TRACKING FORM Properly Address: lam/ Applicant: ~ ' ~ c.. Project: Review fee. $ De artment review re wired Yes No Building Planning & Zoning Tree Administrator ~ Public Works Public Utilities V' Public Safety Fire Services _ Dept Sign~ttare Other Agency Review or Permit Regained Review or Receipt of Permit Verged B Date Florida Dept. of Ernironmentaf Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ^Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date:~~''~~'~~ TREE ADMIN. Second Review: []Approved as revised. ^Denied. PUBLIC WORKS Comments: PUI3LI IL pUg Reviewed by: Date: FIR ~ 1 ES Third Review: QApproved as revised. ^Denied. Comments: Reviewed by: Date: Revised 05!14/09 IH1J UWU F'KtYAKtU YKUM I.UMNU1tK fIVYUI (LUAU) Y U1MtNJi UIV J) JUtlM111tU tlY iKUJJ MYK. (`J 41vt5 [5-l~uvuKY rfurlc~ ~,.~~ ~L.uo Top chord 4x2 SP 2 un~ .,,~ See detail STRBRIBR0409 for bracing and bridging recommendations. Bot chord 4x2 SP 2 Dense Webs 4x2 SP /{3 {H1} _ {J) Hanger not calculated Unavailable supporting member. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START (F T) END(FT) TC 78 0.25 17.45 Truss must be installed as shown with top chord up. BC 120 0.25 17.20 ~ - 6 6 13 15" Typ.i 4 X 4=-' 1.5X4 (R) = 3X4 1 2 8 24" 3X3° 4X4= 1.5X4111 1.5X416 3X4= 10 9 i 4X6= 3X4= 3X4= 3X3= 3X3= 1.5X4111 3X4= 2 X 4 III 17 5-6 Over 2 Supports R-947 W=5.5" 3X4= 4X6= 4X6= 2X4111 R=960 1 6 0 2056 4 Design Crit: FBC2007Res/TPI-2002 (STD) PLT TYP. Wave FTJRT=12%(0%)/5(2) 9.01.0 OTY:2 FL/ 4/-/E/-/- Scale =.375" Ft. .+WARNING.. ift USSFS RFUU IRf E%TRF ME t;ARE IN FnBRICAiII N, HANDt ING. SHIPPING. (NSIAII ING ANU BRAf,I NG. ~ ~ T C L L 4 0 ' 0 P S F R E F R 2 3 5 3 2 3 3 6 REFER iU BISI (BUILDING COMPONENT SAI F.IY INI ORMniIUN), PUNI.ISHED AY TPI (iRU55 PLAiE INSTIIUIE, 21A ` ~ ~~ . NORTH LEE SiREI.i. SURE 317. ALE%ANDRIA. VA, 2231 d) ANO MICA (W OOO TRllSC COUNCIL OF AMC R.I Cn, 63(10 E NIFRPR ISE IANE. MnDISUN. HI SD 19) IUR SAFE FY PRACTICES PRIOR 70 PERFORMING THE SF FUNCTIONS. DNI FSS OTHE RW[S[ INDICATED TOP CHORD SHnEE DAVE FR OPERLY AT TAC HEU SiRUCiIIR AL PA NFLS AND BOi1f1M CHORD SHAH fInVE ~~ ~ : ~ ~ i , + T C D L 1 O . O P S F D ATE O 6 / i O ~ O 9 RIGID CF II I NG AFi CHE ~ _ ~ Na. 5~ a 1 . . n p A PR (IPE RLY ; 0 PSF BC DL 5 DRW HCUSR235 09161097 * : * * . +r.INIP ~fIT ANT~Y'EI ISH A COPY DT THIS FEIGN iD THE 1NSi AlI AiION CONLR AC,1 Dk. I1N Bf,G, INC. SNAIL NI?i ANY FAIIDRF TO DIIIEO IHE 1RUSS IN CONFORMANCE LIIIH /` 0 P S F 0 B C L H C- E N G D L J/ D L J ALPINE NE RESPONSIBLE TOR nN DEVIATION FROM THIS DESIGN; TPI: OR InBRiU TI NC HnN DL ING. SHIPPING. INSTALLING 6 NR PING 0i TRUSSES. pp ~Q ~. 4k7TA~E ~F . L OE SIGN CONFORMS HITH APPI ICABLf PROVISIONS IF NOS (MATT ONAL DESIGN SPEC. B AFWP Aj AND TPI. ITN flC6 SS CAL STEEL nP PIY 4p H Y I1 GR D RO ~•%• / r w Pr L D 5 5 D P S F T 0 T S E 0 N 2 2 2 D 7 0 / . / . ) n F ( CON NECI OP PI.A TES ARE MAOF 01 2O/IB/1FGA (H .11/SS/K) A.. iM (+5t 15OAJ. A LE11 ON 1HIG DESIGN P15Ii IfIN PER pRAW[NG HNLE CS Iii TIE RWISE E 1f IR11SC ND H AC •• ~ ^ ~ l O R1~. fl . . . . P I. AiES VO EAC I E ANV INSPf CliON OF PI HIES FOIL {FD BY (1J HAIL RF PER NNF% A3 OF iPil 7002 SEC.l. A SI AL -N INIS ~ y N'l~i~ ~s//~ `N~/ (` 1 00 D A I~ NAY FR D I]/`T ~lw elll~(~I/~B CplliPp/i@fl~S Gro VP ,/~C. DRAWING INL11CAiES fCFPfANCF OF PP.OFF SSIONAL ENGINEERING RFSPONSIR II IIY S(LEIY FOR IIIE iR IISS COMP ONE NI ~~~ {/ {~•- . %.. IA D F I'I 1A 1. A HamesCl`I+FL 33~4`~ FLCOA#0278 BDILDNNGHDESIGNERiPFRSLINSI/iPIFI CFC_U2E Oh iH15 COMPVNFNI (OR AHY BUIIIIINC. IC IHE RFSCONSIB3LITY OF i11F A Jun 10 SPACING 24.0" JREF- 1TSE235_Z04 IH1J UW~ F'HtYAKtU hKUM I.UMYUItK 1NYU1 (LUAU) 5 UIMtWJ1UNJ) JUtlMiIItU IyY IKUJJ MhK. (941086 (LENURY HOMES ) 151 Curti Urt/ uUVaL ~ I r. HI LHM I i~ tst,v~n, rt Top chord 4x2 SP ~2 Bot chord 4x2 SP ~2 :62 4x2 SP ~2 Dense: Webs 4x2 SP #3 (H 1) _ (J) Hanger not calculated Unavailable supporting member. Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 9 4 1- 15" Typ.i 5X4=-- 1.5X4 (R) 4X4= 3X6= 1 2 8 r~~~ See detail STRBRIBR0409 for bracing and bridging recommendations. Max JT VERT DEFL: LL: 0.32" DL: 0.16" recommended camber 1(4" IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END (F T) TC 74 0.25 20.22 BC 120 0.25 19.97 24" 10 9 3X4= 3X6= 3X3= 2X4111 1.5X4111 W=3X4= 4X4= 4X6= B2 W=H0310 = 4X6= 4X4= 1.5X41!1 3X3= 3X4= 3X3= 1.5X41U 4X4= 4X6= 2X4 2 X 4 III R=1099 W=7.25" 4X4= 20-2 10 Over 2 Supports Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=12%(0%)/5(2) 9.01. **NARNING** TRUSSES R[OUIRE f%1REME CARE IN TnHRICn110N. IIA NDI ING, SHIPPING. INSTALLING AND RRAGING. REFER t0 RCSI (BDII DING COMPONENT Snf EiY INFORMATION), PUBLISHED BY TPI (I kt15S PLATE INSTITUTE, 2L8 NORIN LE4 STREET, SUITE 112, nl E.%ANDRIA, VA, 22314) ANT] WTCA (WOOD iRUSS GDU Nf, II OF AMERICA, fi300 ENTERPRISE IANE. MADISON. W[ 53)i9) FOR SA(FTY PRAf,T IGES PRIOR TO PE RE ORMING If{ESE FII NfiIONS_ UNLESS OIIIFRNISE IND[CA1Fp TOP GIIORO SHALT NAVE PROPE RIY AiTACiiED STRUCTURAL PANELS AND BOTTOM CIIDRp SHAIL HAVE P PROPE kIV AIIAf.HED RIGID CEILING. **IMPORTANT**FUaNISn A coPV of +u+s DeslGrv ro rHC INSTAIe AVON coelkna oR_ nu acG. Inc. seaLL n°r A L P I N E 8E kE5PON519LE FOR ANY DEVInT10N FRLM IRIS DESIGN; aNY FAILIIRF r0 NUILD THE TRUSS IN CDMFORMANCE NIIN iPl: OR FnBRICATING, IIA NDL[Nf. SHIPPING. INSTALLING E BRACING OF TRUSSES. DESIGN CONFORMS NIIN nPPLLCABIE PROVISIONS OF NDS (NAiTONnL UE SIGN SPEC. BY AF bP A) ANp 1P1. ITW BCG CDN NECiOR FLATE~ ARF MADE 0f 7D/IB/1FGA (H,H/SS/K) AS1M A6S1 GRADE 4D/GO (N. K/H,SS) GALV. STE CI. APPLY PLnIE`'. T(L EA C.H FACT (1F TRUSS AND. UNI_E 55 OTIIF RWISE IDCAiED ON INIS DESIGN. POSITION PER DRAM NGS 160A ]. ANY INSP FI'IIDN PF PI AIFS IOLLOWFD NY (i) SHAH RE PCR ANNE% A] OF IP 1120(2 SF f..i. A SF AL DN IIIIS ITYVBuildiOgCOn1pOI1EOt8G/oUpln6 uknulNC INDICATES AIIFrTn°cE Dr PaoTESSIO°nI ENGINEERING RESPDNSIRnITV wlFly Ef~0. n+F TRUSS canrnNLNT HainaSClty,FL 33844 DFSiGN sTlowN. ~Ht sulrAen rlr Arvn usr nF nlrs conrnwFUl FoR nrvv aulLwwG is ++IC RFSVONSIauirr or nIE FL COA #0 278 eu a DING DcslGxtR PeR n°sIiTPI I sLC. z. R=1112 L V * * ~* ~ ~. STATE OF ,'~., Jun FL/-/4/-/E/-/ TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" 1 6 0 ~2 0 5 6 Scale =.375"/Ft. REF R235-- 32337 DATE 06/10/09 DR W HCUSR235 09161098 HC ENG DLJ/DLJ SEON 222075 FROM RCT )REF- 1TSE235 Z04 IH1J UWU NKtKAKtU tkVM I.UMKUItK 1NYU1 (LUAU) 5 U1MtWJ1UNJ) JUtlM111tU tlY IHUJJ Mt K. (941058 (LENDRY HOMES )151 CLUB DR/ DUVAL CIY. ATLANTIC IStAl.ti, rt rso~ Top chord 4x2 SP /2 See detail STRBRIBR0409 for bracing a nd bridging recommendations. Bot chord 4x2 SP ~2 :B2 4x2 SP ~~ 2 Dense: " " " Webs 4x2 SP ~3 Max JT VERT DEFL: LL: 0.33 DL: 0.17 recommended camber 1/4 IN L1EU OF STRUC TURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and Li240 total load. CHORD SPACING (IN OC) START(FT) END (F T) TC 75 0.25 20.39 Truss must be installed as shown with top chord up. BC 120 0.25 20.39 15" Typ.i 4X6=- 1.5X4(R) 121I8 ~L 2 X 4 Ill 9 4 1 4X4= 3X6= 4X4= 1.5X4111 3X3 R-1122 W=7.25" 24" W=3X4= 3X3= 2X4111 2X411! 3X4= 3X6= 20 7-10 Over 2 Supports 939 -! 3X6= 4X4= 4X6= 2X4111 1.5X4 (R) -1 6 0.2 8 ~20 5 hL R-1122 W=5.5" Design Crit: FBC2007Res/TPI-2002 (STD) PLT TYP. 20 Gauge HS,Wave FT/RT=12%(0%)/5(2) 9.01.0 QTY:3 FL/-/4/-/E/- - Scale =.375" Ft. *"WARNING** IRA SSES RE Ot11RE EMIR EME CARE IN TARRICATION. HAN UI LNG, SHIPPING, INSIA111NG AND ARACI Nf,_ REFER IO Bt:lt (AUILDINC, CIIMPONFNI SAFETY INFORMA7IAN), PU8115HEA 9Y TPI (TRUSS PLATE INSLITAIE. 21A G .* ~ N ~, V T C L L 4 0. 0 P S F R E F R 2 3 5-- 3 2 3 3 8 NURTH iFE SIRCEI. SU[TF 3t 2. AIEMnNORIA. VA, 2?~14) Fl.NA WTCn (Y1A00 TRUSS CI~IINCIL OI nMERICA, 6100 ENIE RPRISF LANE. MAHESAN. AI 53]197 FAR SAF FTY PRACTICES PRIOR IO PERFORMING THE SF FUNf.I IONS. UNLESS OTHERWISE INDICATED TAP LHARA 511AII HAVE DRAPE RI.Y AiTACHFp STRUCTURAL PANELS ANU ROTIAM CHORA SHALL HAVE ~ . ~'~ \ '~ V T G D L 1 0 D P S F D A T E C (~ D 6 / ~ 0 / D 9 A PROPERLY AfiACHEA R[GID CEILING. .{ ~~ Na. b~ 12 •~~ BC DL 5 D PSF DRW HCUSR235 09161099 y A L P I N E **IMP~R7AN7**f UR NISH A COPY OF illis 1)E SIGN IO THE IN41nLLAiION CGNIRAl1UR. ITN HCG, INC. CN4L1 NAT AF RESPOesINIE roa Anr oEV1A n oN FRAM ells DESIGN. ANY rA a u°r ro Aun D rAE reuss IN conrursnANCE NI nl INSTALLING h BRACING AI iRUSSI S. HANDLING SHIPPING jPl AR FABRICATING ~{ ~~ STATC. aF B C L L O. D P S F H C- E N G D L J/ D L J , , . ; DESIGN CANF ORMS WI 111 APPI ICARLE PROM SIGNS (I NDC (N iIANAI DE lIGN SPE f.. AY AF FDA) AND i{'1. i1H RCG CANNFf TAR PLATES ARE MADE (lI 2(1/IA/1fiCA (W 1/SS/K) A IM A651 GRADE AA/6A (W k/11, SS( GAIV CifFL APPLY IINLLS THE RWISE I(1 IEU N IHI AE IGN POSIIIGN PER ARAM NfS 16UA I F SS D ~ V ~ ~~"~ F A fj T- ~ R1 •- T O T L D 5 5 O (' P J F (~ S E V N 2 2 2 0 8 ~~BI/l~(~III ri0/fl /TBIi(S GIOfI 9 ~ I/FC, P . TRH N Fl TCS iA EACH LACE O NY INSPCfTION OF Pt AiE4 FAIT WtU BY (i) CHAIL AE 1'IR NNE% 3 -.F IPII 20(2 Ff A .EAT. AN THIS DRAM NG INUI CAIfS CCFPInN Ci: I Vf. AY CSSIAN nI FNGINFENINC RE SV N. IRILII S I(I F.R IF iR._5 CVMPANFHT ~` ~ ~~ ~O S NAB DD R FAC. 1. DO M FR OI'I I]CT El 4 Haines Ci FL 33044 ty• FL COA #0 278 @61GN 511ANN. TAE SIIII APiL] Y NU 0ST GF IAIS COMP(1NtNi FOR ANY RNLI9lNG 4S IIIC RE ~PONSI BILITY (1 IHF AuILDiNF DESIGNER PFR ANSI~IPI 1 ec- P. Jun SP ACING 24 .0 " JREF - 1TSE235_Z04 IH1J UWU F'KtYAKtU tKUM LUMh'U ItK fIVYUI (L UAUJ 6 U1MtWJ1U(V J) JUtlM111tU tlY IKUJJ MYK. (y41 Ut5 t5-(L tIVUKY HVMtJ )1U1 ~LUO urc~ uuvHt LII -- Hlur, INI1 u~rl wl, r/ Top chord 4x2 SP ~2 Gable end supports 8" max rake overhang. Bot chord 4x2 SP ~2 Webs 4x2 SP ~¢3 IN LIEU OE STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 61 0.25 5.38 BC 61 0.25 5.38 Truss must be installed as shown with top chord up. 3X3= 1.5X4111 1 2 S 2X4111 3X3= 1.5X4111 3X3= 1.5X4111 1.5X4 (R) 1.5X4 III 1.5X4 111 3X3= 1 6 0 2056 ~5-4-8 Over 2 Supports ---~ R=54 W =7.25" R=107 PLF W =4 9 4 Design Crit: FBC2007Res/TPI-2002 (STD) PLT TYP. Wave FT/RT=12%(0%)/5(2) 9.01.0 ""YJhRNING~. TRUSSES RC QUIRE E%IREMF CARE 1N EARR1 GA it ON. HANDLING. tH IPRING, INSTALLING ANU BRACING. REFIk TO RCSi (BUII DING COMPONENT SAFTTY [NFORMnTI UN), PUBLIGIIED RV IGi (IRU St RI AiE INSTITU IE. ?18 NORTH LEE SIREE T. SUITE J12, ALE%AN pft IA. VA. 2231 A) AND WTCn (W 000 TRUSS COUNCIL OF AMERICA. 63()0 _A f.NTERPRISE LANE. MADISON, WI SR]1 o) FON SAFETY PRACIIf,ES PRIOR TO PE RI ORMING THE SF FUNf,IiONt. UNI F55 ~M_ 0 THFRW[SE INDICATTp TOP CHORD SHALL HAYE PROPE RLV AiTAfUED STR Uf,TUR AI PnNE15 nND ROTTUH CHOftO SHALI. HAVT P ~~ A 1'R OPE RIY AIIACHED R1G3D CF iL ING. *'IMPORTANT•*FURNt SM n corr GF nus DESIGN ID THE INSTU~An oN corvrRAC reR. Irw RGG. INC. sHAU Nor 81 RF SRGNSIRLE IOR ANY OFVIAl1ON FROM THIS DE tIGN; nNV FAII. URE TO RUIID THE Ift IISS IN f,OHl ORHAN CE WIIH A L P I N E TP 1; DR FARRIGATING. HANUI TNG. SNIPPING. INSTnLLING d BRACING OE iRUS GE S. ~ DT SIGN CLNT.RMS HiTN APPt KARL[ PROVISIONS OF NDt (N Ai ION AL DESIGN SPCC. BY AF AP A) AND iPl. ITN NCG ~O ~. (,ON NEf IOR PL IES ARE MAUT (1F ?D/IR/1(GA (N II/t./K) AtIM A55R f.R ADE AO/FO (W K/I1, 55) f.ALV- SIT FI. AR('IV NLA iFS T( F CH IAGF OF 1R1 tt AND. UNI-F tS .111E RNI SC IO.AIED ON IIIIS DESIGN POSIiI ON RER DRAWING- ]bDA-] nNY INSPF CiIl1N DF PIAlE1 ITt I.(WED BY (11 -1 LI. BF PFR ANNCX A3 OF TPI1-2007 SC :.}. A SEAL ON IHit ITYYBuildingC/~ompoOentsGAA/Aouplnc. uRAWING INDICnrFS AcrrnTnecr oh rRnFISSIDNAI EncINtENING REtRnNttRU.nr SIIEV rGR nIF IRnss cnnro°eNI ~ HamesG/~~ FL 338YY 9T tI GN SN (IWN. THE SUIiABil l[Y AND UST OF (1115 ~OMPl1 Nt NT FUR ANT BUII DING IS iHt RF tP /INCI6IL ITY DI THE `)r DUILDING OCSIGNFN PCR ANSI/1P1 I tFC. ). J u FL COA #0 278 OTY:1 No. 52212 ~ l STATE OF r e., FL/ /4/-/E/ TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale =.5"/Ft. REF R235- 32339 DATE 06/10/09 DR W HCUSR235 09161100 HC ENG DLJ/DLJ SEQN- 222089 FROM RCT JREF- 1TSE235_Z04 IH1J UW~ YKtKAKtU YKUM I.UMYU1tK 1Nt'UI (LUAU) 5 UIMtWJI UIV JJ JUHM111tU tlY IKUJJ MtK. (`J41UL5K (L tIV UIZY HOMt~ ) 171 l,l Utl UK~ UUVAL (.I Y - A 1 tHN 11L tSt Al, ti, t L t St1) Top chord 4x2 SP ~/2 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP ~2 CHORD SPACING(IN OC) START(FT) END (F T) Webs 4x2 SP ~3 TC 120 0.00 10.95 BC 120 0.00 10.95 Deflection meets L(360 live and L/240 total load. Truss must be installed as shown with top chord up . Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 3X3= 1 6 0 3X3= 3X3= 3X3= 1 6 0 20 5 6 ~L R=109 PLF W=10 11-6 10-11-6 Over Continuous Support Note: All Plates Are 1.5X4 Except As Shown. Design Crit: FBC2007Res/TPI-2002 (STD) PLT TYP. Wave FT/RT=12%(0%) 5(2) 9. 01.00 OTY:1 FL - 4 -/E/ -/ - Sca le =.5"/Ft. **wnawiws** ,BUSSES RE OUIRF F%IRFME fgRE IN IABRICATIUN, HAN DI ING, SNIPPING. INSIA LUNG AND BRAf.I NG, REFER TO BCSI (NUILR ING COMPONENT SAf ElY INF ORMAiION), PUBLISHED RY iPI (TR US[ PLATE INSiITUIF, 21H .., ~ //~~ ,`w- •• ~ T C L L 4 0. 0 P S F R E F R 2 3 5-- 3 2 3 4 0 NOR111 LCE STREET. SUITE 312. ALE%ANDR[A, VA, 22314) ANp WTGA (W OOU TRUSS COUNCIL OF AMERICA, 6300 CNTERPAI SE LANE, MADISON, MI SST 19) FOR SAFELY PRACTICES PRIOR lD PERF URMING THESE FUNCTIONS. UNI ESS OTHERWISE INRICAIFD TOP f,HORU SIIA LL IIq VE PROPERLY ATTA CITED Sift UCiURAL PANELS AND BOLTON CHORD SH nIL HAVE ~\y E ~ • v ~ ~: *:~v~ T C D 1 L 1 D 0 P C` F J D A T C /1 L 'I D L / y 0 / 0 (T V 7 n PROPLRLV AiTnC11fD RIGIU CEILING. No.62212 BC DL 5. D PSF DRW HCUSR235 09161101 *IMFaRTAWT**F URNI511 A COPY Of- TNIS UFSIGN TO THE INSTALLATION CONTRACTOR IIW Bf:G INC SHALL NOT ~ ~ A L P I N E . . . 9E RESPONSIBLC FOR ANY DTVIAFION FRDM FHIS RESIGN: ANY IPILURE TU PHILR THE IR(ISS IN CONE ORNnNCE Wi1H IPI: OR FnBftlf,AiING NANDIINC, SHIPPING, (NSTnLI.ING R BRn(:ING OF IRUSSfS' : ~ ~ :~ STATE qF B C L L O O P S F H C- E N G D L J/ D L J OF SIGN CONE ORNS NITU FPLIfABLF PROVISIONS OF NRS (N iiONAL Ut SIGN SPEC, RV Af RPA) ANU TP1. ITW BCG CONNF CTIR PLAITS AR[ MADE OF 2R/I LI/IfiGA (H .11/SG/K) A TN A6RJ GRADE dO/6C (W. K/H.SS) GAIV STEt I.. APPLY PLAITS 1( f fN FPCE Of TRISS Np UNI(SS OTHFRI11Sf IOC IfR ON THIS RESIGN PO.ITIDN P(R UR NINCS IfOA-Z ~ ff ~•••~~. ~ ~ ~ TOT . L D 5 5 0 P S F S E Q N 2 2 2 0 9 8 ~'1Y8111~f~Ifig COMj10/7C/!t$GR/UP IAri. ANY INSP E. .I1 Otl OF PL ATFS FOLLO NFU BY (-) HAIL RC Pf_R NNh.% 3 F 1PV12RO9 E.C _3 -E L 011 THIS DRAWING IN11- Ifs CP1 Nf.L F IR fF [ N L EN INEf R1 NC ftf. PO .IRILIIY 5 IEIY F.R iIL !BUSS MPRNF IIi UE SIGN SHORN IHE SUIiAB II IIY AND Utf OT III[S COMPONt NT TOR ANY BUII DI NG IS II1F RF SPONSIRIL TTY OF Illf .w ~, sS/ANA ~`~_` DUR .FAC. 1. 00 FROM RCT Haines CI FL 33844 Fl.co ~o2~a . RMIL°'NG RESIGNER PFR nNS"11'1 ' R"'.' Jun SPA CING 24. 0 " JREF - 1TSE235_Z04 IH1J UWV MKtKAKtU YKUM I,VMI'UItK lhKUI (LUAU) 5 U1MthJ1UHJJ JUCM111tU tlY IKUJJ MhK. (y41Ut5tl- ~t CIV VttY MVIhCJ / i "~ ' Top chord 4x2 SP 2 Bot chord 4x2 SP 2 :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 (H 1) _ (J) Hanger not calculated Unavailable supporting member. Trusses to be spaced at 16.0" OC maximum. Deflection meets L/360 live and L/240 total load. 1 6 0 See detail STRBRIBR0404 for bracing and bridging recommendations. Max JT VERT DEFL: LL: 0.55" DL: 0.25" recommended camber 3/8" IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 73 0.08 26.36 BC 120 0.33 26.36 Truss must be installed as shown with top chord up. 24" _i 12113 =1249 1 ~~' 6X6 III 1.5X4 (R) W=3X4= 4X6= 4X4= 3X6= 3X3= 3X6= 3X3= 3X4= 3X6= 4X4= 4X4= B2 2X4111 4X4= 3X4= 3X3= 3X8= 1.5X4111 3X3= 3X4= 4XU= 4X6= 4X6= 1.5X4 III W=H0310 = 3X3= 1.5X4 III 2X4 III 1.5X4111 1.5X4111 R=973 26-6-6 Over 2 Supports R=964 W-5.5" 1 2 8 2 0 5 6 ~ Design Crit: FBC2007Res/TPI-2002(STD) ale =.25" Ft. PLT TYP. 20 Gauge HS,Wave FT/RT=12%(0%) 5(2) 9.01 TY:4 FL -/4 -/E/-/- Sc ..WARNING«. TRUSSES REQUIRE F%LREME CAR! IN FABRICATION. HANDLING, SHIPPING, JN$TALL INC AND PPACING. G T/, I I L L A O `t O P C F J [ R [ r} ~ 3 [ 'J ~ 3 4 RFFER i0 RCSI (BUILDING COMPONE NI SALEiY INF ORHAiION), PUBLISH FD BV iPl (TRUSS PLATE INSTITUTE, 2LB ' ` l4~ l 1 (\ J J NORTH LFE STREET, SURF 312. ALE %ANDRI A, VA, P2J14) AND WTCA (WOOD iRU SS GOUNIIL OF nMEA ICA, 6300 ENiIft PRISE LANE, MADISON. WI SJ)lU) FOR SAFETY PRACi1GE5 PR10R TD DF RF ORMING THESE LUNCTIONS. UNI.F SS 5 AND 901 FOM C110Rp SIIA LL HAVE SHALL HAVF PR OPfRLY ATTA CUED STR UC nIRAL PA NF 1 I P IDR ~: `/. C ~~~~. V G ~ .~" v l~ " T G D L 1 0 . 0 P C F J D A T F O G / V '1 O / O (1 1 7 . p ED 10 CI OTHERNI SF INUICn A PRDPI RLY Ai lA CIfED RIGID CEILING. ~:° No. 62212 ~'9 BC DL 5. 0 PSF DRW HcusRZSS o9lsiioz A L P I N E **IMPORTANT*'r uRx~sH A carv of tins Des~r,n Ro 1ne ~xsrn uAn aN coN~RncR Ox. irw arc, INC. zrrAU nos NE RESPONSIRLC FDR ANY DEVIATION FROM THIS pE516": ANY FAILURE iD BUILD LHE TRWS IN COMFORMANCF NIFH INSTALLING 5 PRACING Of iRUtSE S. HANDLING SH II'1'I NG f flNG ` * ~ * ~ y 7~ " B C L L 0 0 P S F H C- E N G D L J/ D L J . n , , 1: OF F RR l 11 DF SIGN fONF DRMS WITH APD t.IfAD Lf Pft OVf SION. DL NUS (NATIONAL DESIGN SPEf. DY nF6P A) AND IP1. ITN BCG coNNFCr R PLA,L< ARE MADe DF zD~,N,~F~A (N,H/SS,K) ASIM AfiH, GRADL 4D~5D (N P,~~, sz, r,ALV. S.EFL. APPLY PI AiFS i EACH FACF DF IRDSS AND, IINLES 01 HF RNISE \OCA lFD ON 11115 DF SIGN POSIIiON PER DRANtNGS l6°A-L. A : ~~~~~ OI~ ~IQ~ //.~ i 1J •~•"n J'~p Per ~O ~ ~ TOT . L D . 5 5 . 0 P S F S E Q N - 2 2 2 0 3 3 ~n'{Y ~UI~dlll ri0/1/ QII~S CiIDI/ ~nC, 9 ~n P ANY INSPFf 1I OH DF PI ~1LS fDLLUWED HY (1) SIIAII 9F PFR AN NF% a3 DF IPl12002 Ef.. 3. A SEAL ON THIS DRANING INDICATES CCFVIANCF DL PH OF I. SS [I NAL tNC,INLFRING RLSPONSIR II_IiY ~DLfIY GDR IIIF LRH ~S CDMPONf NL "~" ` ~ VfI C_sw~ ~"w."w~"~Q J vv fI DUR R /i FAC 1. 00 L~,~ FR 01~ RCT ] OAA,,11 H21nPS C1 FL 330YY ty, O FL COA #0 278 DE S](aN SHOWN. iHl SDIiAHLLLIY nND DSt )F THIS I;UMPDNCNI FDR ANY BIIILUING 1S THE RF SVONSIBILIIY DF IHC N~I~~D~ND DFS«NLR PLR ANS~~rD~ ~ ~E~- z- Ju SPA CING 16 .0 " JREF - 1TSE2 35_Z04 IH1J UWU NNtI'ANtU hKIJM I.VMF'UItK 1wF'UI (LUAU) 5 U1MtwJ1UNJ) JUUM111tU tfT INUJJ MFK. (941 UYS [S- (L tIVUKY HUMtJ 1 iii Iwo un/ Top chord 2x8 SP #2 Bot chord 2x12 SP µ2 N :B3 2x4 SP ~2: Webs 2x4 SP ~3 :Lt Slider 2x6 SP ~~2: BLOCK LENGTH = 1.710' :Rt Slider 2x6 SP ~2: BLOCK LENGTH = 1.710' IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPA CING(IN OC) START{F T) END(FT) TC 7 -2.06 43.27 BC 83 0.00 15.87 BC 83 18.07 20.60 BC 83 15.87 25.25 BC 83 20.60 23.14 BC 83 25.25 27.21 BC 83 18.07 18.07 BC 83 23.14 23.14 BC 83 27.21 41.21 120 mph wind, 27.03 ft mean hgt, ASCE 7 05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. Iw 1.00 GCpi(+/ )=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non concurrent live load. Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. 8C attic room floor loading: LL - 40.00 psf; DL = 10.00 psf; from 1174 to 2974. All wind load cases on this truss have a 1.33 duration factor. 6X8 (R) III 2X411! 5X4= 5X4= 6 ~ 35X4111 ~2~4111 10X10 ~ 1OX10~ 9 3 8 4X6 ~ 4X6 ~ 800 1116 Y H1315~(E1) = 3X3111 5X4 (R) III 10X10= 10X10 3X3111 H1315(E1) ~205611~16 5X4 (R) Ill 2 0 12 15-10-8 CIE 9 4-8-~ 2~y2 20-7-4 20-7-4 17 10 15 5 4-9 3-10.15 14-0-0 41-2-8 Over 4 Supports _I ~I R=1389 U=727 W=4.75" R=1850 U°372 W°3.5" R=1393 U-729 W=4.75" RL=480/-480 R=1838 U=367 W=5.5" 12 3 0 Design Crit: FBC2007Res/TPI-2002(STD) - PLT TYP. 20 Gauge HS,Wave FT/RT=20%(0%)/5(2) 9.01.0 QTY:7 FL/ /4/ E/-/- Scale =.125" Ft. **WnRwiNC** TRUSSES RI OIIIRE E%IR1:ME FARE IN IAPRICn11ON. HANDI. fNG. SIII PP[NG. INSTAII ING AND BRACING. REFER i0 BCSI (BUILDING COMPONENT SAE[IY IMF ORMAIION), PUBLISHED AY TPI (TRUSS PI AiE INSIIiU iE. 21A G ~ • ~A T C L L 2 0. 0 P S F R E F R 2 3 5-- 3 2 3 4 2 NDR TH LFE ST REEL. SU7T1 31~. ALEkANUR1A. YA. 2~'J IA) AND NTfA (HOOD TRUSS COt1NCIl OF AMERICA, GlOO ENTERPRISE LANE. MADISON, WI 5311'1) FOR SAFETY PRACIIf.FS PRIOR TO PFRIORMING THESE IIINCTIONS. IINIlSS IIAII HAV! PROPERLY ATTACHED STRUCTLIN AI PANELS AND BOI T()M GIIORD SHALL ILA VE OR \ ` {~ ` ~~• T C D L 7 0 (` P J F ^ D A T E [' D 6 1 (~ 0 D 9 D S Cl tIIF RNESF INDICATED TOP f,H A PROPERI.V nTTACHED RIGID CE 11.1NG. No. 622 12 BC DL 5. 0 PSF DRW HCUSR235 0 9161103 A L P I N E **IMP~RTTNT**EIIRNISM A l:O PY OF IIIIS DI SIGN TO lHE INSTAII-ATION fONTR AT. iI?R. [LH Rf G. IIIC. SI1At 1. NOT BE RESPONSIBLE FOR ANV UEVIAIION FROM THIS DE SIC N; ANY FAilI1RE TD NIIILp IIIF TRUSS IN CONIOPMANf,E WL1H ING OF )PUSSES 1 NG A 9RA f INSIA(I NDI ING SHI P!'I NG IL * : 1 ~ = 7, . T B C L L 1 0. 0 P S F H C- E N G D L J/ D L J , . . , A iPt; OR ( 9RICATING DESIGN fONEORMS VIIIH APPIICABLF PRVVISIONS fl N05 (N TTUNAL DESIGN SPEC. BY AI AP A) AND TPI. I1W ACG fONNFCTOR 1 TFS ARF MADE OF 7O/IA/16GA (H /SS/K) ASIM A(53 GRADE 4D/!O (N. K/11,88) G IV. SIfEI AP('IY RANINGS 1( DP-Z ION VIR ~ : S ATE OF r ~ • VVV n~ OP'' •• `_ _ T 0 T . L D . 4 2 . 0 P S F S E 0 N - 2 2 1 8 9 4 I1w Buildin~CompOnents G/OO p lnc. . . D Pt AIE< 1 F fll FAt:L F 1AUSS AND IVNL l.SS iUFkHt Sf. IOC TED ON IH{S DI SIGN POSE T ANY INSPF II TN OF PL EES LOLL WED R (1) II 11 HL PER NNE% A3 OI iPll-2002 SFC.3. SEAL ON 1H15 ^RAWING [NDI 'HIES C[Pi NCF 1 RIFF SSI-NM FNGI NFFRIN3 NlSPONSIB II TTY SOL CIY fOR illl 1 1St CTMPO Nf 11T ch . II O RI ~ ~~ S pNA~~~ D U R . F A C . 1 . 2 5 F R 0 M R C T HamesCity,Fl. 33844 FLCOA#0278 BUILDING D~SIGNERTPENSUNSIN/TPIT1 SE DC IIIC OE LH15 COMPONTNT FOR ANY BUILDING 3S TIiF RfSPGNSIBYIiSY OF 5H[ A Jun SP ACING 24 .0 " JREF 1TSE23 5_Z04 IH1J UW~ HHtYAKtU tNUM I.UMYUItH 11V!'UI (LUAU) M1 U(MtWJIUWJ) JUtlM111tU tlY IKUJJ Mh N. (941058 (LENDRY HOMES )151 CLUB UK/ UUVAL CIY. AI~ANIit, tstf~t,n, r~ n4i Top chord 2x4 SP 2 Bot chord 2x6 SP 2 Webs 2x4 SP ~3 SPECIAL LOADS - (LUMBER D UR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 56 PLF at -2.06 to 56 PLF at 20.60 TC -From 56 PLF at 20.60 to 56 PLF at 43.27 BC From 30 PLF at 0.00 to 30 PLF at 41.21 PLB 27 LB C onc. Load at ( 12.91,20.49), (14.91,20.49}, (16.91,20.49} (18.91,20.49), (20.30,20.49), (22.30,20.49), (24.30,20. 49), (26.30,20.49) (28.30,20.49) Wind reactions based on MWFRS pressures. IN LIEU OF STRU CTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START (F T) END(FT} TC 47 -2.19 1.39 TC 47 0.10 1.75 TC 67 1.75 20.48 TC 66 20.48 39.57 TC 47 39.57 40.86 TC 47 39.57 43.15 BC 120 0.13 41.08 + Member to be laterally braced for out of plane wind loads ,Bracing system to be designed and furnished by others. -~- 1-11 6 Y 3X10 111 7X6= 3X6= 120 mph wind, 27.03 ft mean hgt, ASCE 7 05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. Iw--1.00 GCpi{+/ )-0.18 Gable end supports 8" max rake overhang. See DWGS A12030050109 & GBLLETIN0109 for more requirements. (A) Continuous lateral bracing equally spaced on member. Or 1x4 "T" brace. 80( length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Deflection meets L/240 live and L/180 total load. All wind load cases on this truss have a 1.33 duration factor. 7X6= 3X4= ., „ 10 111 ~205611~16 11-11-1 3X4= 7X10 (R) //~ 2C y~ 15-10-8 ~~E 9 4-8~<4 10.105-5-7~ e z'~y °t~i~a~i 19-1 1 I 19-1-1 118 41-2-8 Over 6 Supports 'I R=276 PLF U-80 PLF W-11 3 10 R-1496 U=574 W=3.5" R-1537 U=526 W=4.75" R=1498 U=582 W=5.5" R=92 PLF U=18 PLF W°10 5-6 Note: All Plates Are 1.5X4 Except As Shown. R=641 - - .5" Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT RT=20%(0%)/5(2) 9.01 ~ OTY:1 FL -/4 -/E/-/ Scale =.125" Ft. „Nneeiec*~ TN"ttES NE"U,NE E%ENEHE LANE t" EA6N,CAi,°", HA"UItNG. s~nvPl"°.."sEAEE,"~ A"° 9NAlINf,. T C L L 2 0.0 P S F R E F R 2 3 5-- 3 2 3 4 3 REFER 10 BCSI (U III LUING COIiPONENI SAFE TY INE ONMA CIO N). PUBLISHED NV TPI (IRUSS PLAIF INSTI)H fC. 2L8 ~ . NO RiH LEE SIREE i. SUI tE 112. Alt%nND'lA. VA. 2T31A) AND WTf,A (U OOU iR V155 EpUNCiE OF hMERICA, 63()0 : ~~ • S~~ : v T C D L 7 0 P J F D A I E D U / 1 D / D 7 ENTERPRISE ~nNE. MADISON. WI 5310 IUR SAE ETV PRACfif ES PRIUR TO PE NI'O NHING iUE ~E FUN[IIONS. UNI ESS UItiC NW[SE INUI CA EE° i°P CIIORO CHALE HFVC PROPE NI.V ATTA f, HEO 5lRUCi°R AI PPNELS ANO BOTTOM ~KON° 511 AI I. HAVE P~ A PROPERLY AtiAf. HED RI61U CEILING. a` No. 622 ?~ BC DL 5.0 PSF DRW HcusRZSS 09161104 ''^IMPORTANT "`h UNNICH n COPY Of THIS pCSiGN i0 LHE INST AllAT1ON C°NiRACT°R. ITH BCG, INC. SHnLL NOl = y ALPINE Ite NE SP~nsteE~ roN A"r °PVinn°N EN°H rKts °ESte": ANV rAUUNE ro °un° teE 1NUSS I" conronnn"cE unK ~ C BC LL 10.0 PSF HC ENG DLJ/DLJ IP1; CAP F PP If,n11N0, HAN°E [NG. SHIPPING, INSIALI.IN° R NRAtING °E TRUSSES. STATE Or NE lIGN CONE RM$ W1111 APPL Ifnfl I.E PROVISIONS pE NUS (NATIONAL UI SIGN SPEf. NY A(3P A) ANN IP1. IIW RCG ~ ~~ T D T . L D . 4 2 . D P J F S E 0 N 2 2 1 (~ 2 4 C(~N NECI OR PLATES ARE MADC OI 20/itl/15f.A ('A,H/SS/K) SiM AG5} GRA NE 40/FO (N K/11, SS) GALV SiF FL. AI`PIV 7 PL ALES T° EAEH FACC lE TRUSS NN. UNLESS OIHERNI<E L6CAIE11 ON fll[S UFSI C.N POSITION PCR DRAWINGS 16 pA-Z. ~•~~ /~/~R1OPJ~ ITWBuildi0 Com OentSC!/OU /nC. pN9 tHSPE000N of vt rES Enu ur° er (•1 °nll Ne PeN nnNrx Al of tPn-z°ra tc.l. A uAI oN nits ~~~~`.~..,,~~A DUR. FAC. 1.25 FROM RCT 8 {~ P DRAWING 1 OICA EFS CCLPIAN('F PN OFESSI NAL ENGINEERING RE SPONSIBILIIV SILELY FOR tHE INUS1 IOMP ~NENI H3ip05 Ci FL 33844 OEStC,N .+m~". r°r su a n°u nr "° usE of Inks ronP °NENr Eoa n"r autE°]rvc ]s ]°e Ne PoNSlnn tlv or rt~E SLC A#a 278 "°'~°'"` UES,GNEa PEN ANGt~tPl , ~E~. ~. Jun SPACING 24.0" JREF 1TSE235_Z04 IFi1J UWU YKtYAKtU tKVM I.UMNUItK 1WKU1 (LUAU) 5 U1MtWJ1UWJ) JUtlM1iItU tlY IKUJJ MhK. (941UHt5 (LtHUKY HUMtJ )iii ~LUO vn~ vuvr,~ iii. Top chord 2x4 SP ~2 Bot chord 2x8 SP yl Dense Webs 2x4 SP ~3 :Lt Slider 2x6 SP ~2: BLOCK LENGTH 3.667' :Rt Slider 2x6 SP ~2: BLOCK LENGTH = 3.667' SPECIAL LOADS (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC. 1.00 TC From 54 PLF at -2.00 to 54 PLF at 7.6 TC From 54 PLF at 7.67 to 54 PLF at 17.33 BC From 30 PLF at 0.00 to 30 PLF at 15.33 BC 6038 LB Conc. Load at 2.29 .~ 4 COMPLETE TRUSSES REQUIRED Nailing Schedule: (0.131"x3"_Gun_nails) Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.00" o.c. Webs 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. 4" o.c. spacing of nails perpendicular and parallel to gra m required in area over bearings greater than 4" Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OG) START (F T) END (F T) TC 120 -2.13 17.21 I BC 120 0.17 14.92 ** The maximum concentrated load is 6038/ ** (MWFRS loads based on trusses located at least 10.75 ft. from roof edge. 4X4= 0 4 3 ~2-0-0~ i 7-8-0 I 7 8 0 J R=5975 U=3464 W=5.5" RL-63/ 63 15-4-0 Over 2 Supports R =1575 U= 913 W=8" 0 4 3 2 3 3 2 0 5 6 Design Crit: FBC2007Res/TPI 2002(STD) PLT TYP. Wave FT/RT=20%(0%)/5(2) 9.01.0 OTY:1 FL/-/4/-/E/ /- Scale =.375" Ft. ••wnawlnc~• raussES air,tl[aE Ex~"~tlE ~nRE .N Fnaa~cn,i"N. KAN°~,N~. s"~PP~NG. insrnti~nr. A"° tlRn~:~N~. ~ TC LL 20 0 PSF REF R235- 32344 ItLf ER i0 BI SI (BUTT DING COMPONE NI SAFE (Y INFORMn LION). PLIBLISHEU PY TPI (iRU55 PL ASE IN«IIUiE. 21B . NOR TfI lEE SiRFf I. SU[TE 312, nLE%ANURIA. Vn, 2T:S14) AND HTCn ~W OUD TRUSS COUNCt~ OF AMF RICA, 6300 fNIEaPRISF LnNE. MADISON, WI 5319) (OR SAFETY PA ACiI CES PRIOR 7O PERFOFMING THESE fUNf,~IONS. UN~E SS TTn CII L I) STRULIURnL PnNCIS nN0 POI QOM CH URI) SMALL HAVE PR P R ~. '. S ~. ~\ •~ •• v T C D L 7 D (` P J F T D A I E C D 6 / (~ 1 D / D 9 O E LY n OiHERNISE 4NOICn tFO TOP CUORU SHnLL IIA VF A PRUPERLY nllnCHED RIGID (FILING. ~~ No.b2212 "~~ BC DL 5. 0 PSF DRW HCUSR235 09161105 ALPINE `IMPORTANT**rlia x,sn n coPV oh rK[s of ne" ro nu iesrnunn o" co°ran~ ron. iru etc, ir+c. snail Not ~nh "LSP°"s~°,e ,n"n"Y ~>,e,Ar~~K vane r,l,s nes,~": nKY rn,enae rn eu„n ...e ,Hass ,K ~:onFnann"ee KITK I NG U~ iRIIG5E5 R ORnf I I BC LL 10. 0 PSF HC E NG DLJ/ DLJ . , .I NG TPI; °R FABa4Cni lNG, TVA NUt ING, 5111 PPING, INSi A LF.SIGN fONI"RMS HIIH APPI.ICAULE. PRnVISfONS (! NnS (NnI1nNnL flkSlf.N SPEf,. AY A~RPA7 nNn iPl IIIY flCG (nNNf Ci la PI if.5 ARf MAUf Un 2n/lA/16Gn (H 11/SC/K1 ASIM A553 GNAU~ an/60 (W K/H SS) f LV S,F FI. APnIY N INCS 15On-Z R ~ ~. ~' •~ TA c /~ STATE pF I~'f P ~ TO T. LD 42. D PSF (~ SEON 222 L 003 ITWBuildin ComponentsGiou 9 Inc. p . pR P PI HIES T. FALI fACE OF MUSS ND UHLESC )SnCRIiI SE LOCniID ON IRIS DF 51GN P<SIiION PF nxr tns ,cncn nr Pl~res lou weu ev ~;, s i., ar PFa nencx n3 ur IPII-aooz rc.3. sLnL nn nus DRnHING I DICAiES .C FPiANft F PRfII ESSI JN I ENf,I NI tRING RF SPUNSin [1-[IT S(11 FLY ~nR 111: TRI SS f)MP~NENI ~ g~ T~,Q f ~~`.,V,_,~.~~A DU R. FAC. 1 . 25 FROM RCT HamesGty,FL 33844 FLCOnao278 BUILDIN(KU[SIC.Nf"'P~aSU'S'/,I;Ii S~N^ Uhf IL 11115 Ct~NPf1NEMl I°R ANY OUIIDING IS IHL kF PfIN5I8IlliY Of THE n Ju N SP ACING 24 .0 " JREF 1TSE2 35_Z04 In addition apply (1) TrussLokZ TSLZ006 screw at each joint location. 120 mph wind, 21.51 ft mean hgt, ASCE 7 05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL 3.0 psf. Iw=1.00 GCpi((/ )=0.18 Bottom chord checked for 10.00 psf non concurrent live load. Deflection meets L/240 live and L/180 total load. All wind load cases on this truss have a 1.33 duration factor. 4X4(C5) 4X4(C5) It71J UW~ YKtI'AKtU tKUM I,VMI'U ItK 1NYU1 (LUAU) ri U1MtNJ1VNJ) JUtlM111tU tlY IKUJJ MFK. (941ULt tS- (L tIVUKY HUMtJ / iii I,LUD vn/ Top chord 2x4 SP 2 Bot chord 2x4 SP 2 Webs 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OCj START(FT} END (F T} TC 57 -2.00 17.33 BC 105 0.15 15.19 All wind load cases on this truss have a 1.33 duration factor. 4X6= 120 mph wind, 21.51 ft mean hgt, ASCE 7 05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. Iw=1.00 GCpi(i/ }-0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non concurrent live load. Deflection meets L/240 live and L/180 total load. MWFRS loads based on trusses located at least 10.75 ft. from roof edge. 2 3 3 0 4 3 0 4 3 ~ ~ ~ 2056 ( ~ ~2-0-0-~ F2 0-0 I 7-8-0 I 7 8-0 J 15-4-0 Over 2 Supports 'I 'I R=756 U=421 W°.5.5" R=756 U=421 W-8" RL=63/ 63 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT/RT=20%(0%)/5 2) 9.01 .00 TY:3 FL - 4/ E/- - Scale =.375"/Ft. **WARNING*` TRUSSES RE OLIIRE F%TRFME CARL IN FAGRICAIION. IIA NpL ING. SHIPPING. INSTALLING ANU GRACING. REFER TO GG51 (BLILDING COMPONF NI SAFETY INFORMATIONI, PVBLISHEU RV iPt (TRUSS PI AIE IN511111 TE. 218 / • • ~ T C L L 2 0. 0 P S F R E F R 2 3 5-- 3 2 3 4 5 noRIH LEE srREEr. su uE v e. ALExnNORIn, vA, zzala> ANO WTCA (wood muss rounctt of nnFRrcA. esoo UNLESS NG FIIESE TUNCTIONS F _1~~, ~~ ~.~• CC T C D L 7 D P S F D A T E D 6 / 1 D / 0 9 . ORMI ENTERPRISE LANE, HnDI50N, WI 53114) FOR SAFELY PRACi1CL5 Pft~OR FO PER FIACIIED STRUC111RAL PA NCIS ANG RUTTOM CIIORp SHAIL IIAVE P R . ~ v ROPE LY A dIUFRHIS[ INN LC ATEU IHP CHORp SIIAII HAVE N : ~ G G_ A PROVERLY nTTACHEO RIGiO CE II I ZZ1 . O• VV` BC DL 50 PSF DRW HCUSR235 09161106 *IMPORTANT^"F VNNI SH a f,OPY OF iNIS OF 51GN FO THE INSIAtI ATION CONTRACTOR. I1W GCG. INC. SHALL NOT THE muss IN CONFORMANCE HITH BLIII { 1 y : y /~ A 7{ B C L L 1 0 0 P$ F H C- E N G D L J/ D L J A L P I N E D BE RESPONSIBLE FGR ANY DFVIAlION FROM THIS DfsIGN: ANY FAi11BE TO LLING R 9RnCiNG OF iRUSSE S IN T . . S A TPI'. OR f RR IfA1lNG, HANVI ING SHIPPING. TIN RfG RY AFAPA7 AND TPI NATIONAL DFSIfN SPEC F NDS ~ : STATE OF . . ( DESIGN CUNT RMS HITiI APPI.ICARIF PROVISION O fUNNL CT OH PI ATFS ARE MADE OI )O/IH/IfiGA (W,H/CC/K) nSTM A(53 GR DF 4O/!.O (W K/H,SC) f.ALV. SIEEI.. PPPIV RANINGS Ifi OA-Z I R o ~•••• ~ ~ F T O T L D 4 2 D P S F S EON - 2 2 2 D D 6 . ON PE D PI nTES IO L CI Fnf.E of TRUSS ND UNLESS UT HF RW}SE LOCATED ON IIfIS DESIGN PG. [T s. A sEn1 oN nns u RF PER nnnex na nF IPn 2no) EC H .•• . ~OR10.• •. ~ M R T l7YVBuildingCOm nCOtsG/OUpIOC. . n nnr IxsPL it n Or PL ns wTU wFI er (II URANING INDL 'A IFS EPIANCC ) PROFFS5IONAL LNGI NFFRING RCSPONSIBILITY S(1LELY IUR IHf 1RI1SS COMPONENT . ••(~~ ` SS~O DDR. FAC. 1.25 FRO C E OF 1HIS CDMPONf NF FOR ANY BuILUING 1S iHF RESPONGid)LITY UE THE N H i I l ` IV " E{81flE$ CI`l, FL 3344 C ' t S DFNIGNFR PER ANSI/!Fl N f, LiufLDl Jun SPACING 24.0 JREF 1TSE235_Z04 FLCOA#0278 2X4(A1) = 2X4(Al) IH1J UWU YHtYAKtU YHUM I.VMYUItN 1NYU1 (LUAU) 6 U1MtNJ1UNJ) JUbM111tU tlY IKUJJ M~K. (941088 (LENDRY HOMES )151 CLUB DR/ DUVAL CTY. ATLANTIC titACN, rt X44 Top chord 2x4 SP 2 Bot chord 2x4 SP ~2 Webs 2x4 SP ~3 120 mph wind, 21.42 ft mean hgt, ASCE 7 05, CLOSED bldg, Located anywhere in roof, CAT II> EXP C> wlnd TC DL=4.0 psf, wind BC DL=3.0 psf. Iw=1.00 GCpi(+/ )-0.18 {~1 hip supports 7 0 0 jacks with no webs. Deflection meets L(240 live and L/180 total load. All wind load cases on this truss have a 1.33 duration factor. 5X4= 4X10= 0 4 3 ~2-0-0~ -2-0-0~ I 7-0-0 11 4 D I 7-0-0 J R 1252 U°=752 W=5.5" 15-4-0 Over 2 Supports R=1252 U=752 W°8" 2 1 3 0 4 3 ~ ~20 5 6 ~. Design Crit: FBC2007Res/TPI 2002(STD) " /Ft. PLT TYP. Wave FT/RT=20%(0%)/5(2) 9.01.0 2 OTY:1 FL/-/4/- E/ - Scale =.375 **WARNING** 1RDSSES RF DUIftE E%IRFMF f,ARE IN FABRICAtION. HANIII ING. SI{I PPfNG, INSiAI.LINt. AND BRACING. RIFER TO NG51 (BUTT DING f.OMPDNENi SAFF IY iNFOHMATIDN). PORLISHED BY iPI (TRUSS PLAiE INS11IDiE, 218 ~/~ •r• •• T C L L 2 0.0 P S F R E F R 2 3 5 - 3 2 3 4 6 NOR iH TEE STREE i. SUITE 312. ALF%ANpRIA, VA. 27314) AND WiCn (WOOD LRUSS COUNCIL OF AMti RS f,A, 5]pO _A . \ ~ * V ~ • 7 C (~ 0 1 0 0 FNI Eft VRI SE EANf, MADISON. WI 53])9) FOR SAFEiY PP.A f.TIGES PRIOR 10 PF RF ORMING THESE FDNG iI ONT. UNLESS H ORU SNA LL IIAVF I PANFIS AND BUIIOM f I R . r ~ ' ~ v T C D L 7 0 P S F U / / 7 D A I E , A U OiHE RWI SF. {NDICALIO TOP CIIORp SRnLL HA VF PR OPCRLV giIACNEp SFRUC AiIAGHED RIGID CEILING R ; N b ~~ . q PROPE LY Q. ~~Z 3 a BC DL 5.0 PSF DRW HCUSR235 09161107 **IMPORTANT**I URNISn A roar GF INIS DeslcN Io rRE INSYn uAn oN coNIRAC~oR. Irw Brc, Irvc. nlAl-I nor ,Russ IN GDMFDRMANCE NIIR IR ~* ? ~ e ~' 0 P S F B G L L 1 0 H C- E K G D L J/ D L J A L P I N E E BE RESaoNSIBLE FGft ANr DtVIAIIGN ERnM IIIIS DESIGN: AN. EAIEDRE YD BDIID R CING OF iRllt Sf S ' . . .ALING. RANOI ING SHIPPING, INS IgLt ING R B SPi', pR FABR I( DESIGN CINFORMS WI FR nPaI If ABIF PROVISIONS Of NOS (N iIONAL. Dl SIGN SPEC'.. BY AF RPn) AND IP1. IIW flfG I:ONNECI(P aI. AII'S ARF MADF OF 10/1H/IfiGA (W,N/55/K) ASiM A(.S~ GR IlE AO/CO (N K~11 Ss) fALV STEEL AP P14 - A ~ ~ ~~" _~~ O11• J P~ ~ ' n~ T 0 T . L D 4 2 D P S F /~ S E Q N 2 r~ 2 0 1 D L nTED 011 THIS DESIGN P 51iI(1N PFR { KINGS 15OA t PLATES I EACH FADE F IRK S AND 1N LE 15 OI NE RNISC t 3. -f Al. ON FN IS loll BE PFR ANNFX A3 OF IPI1-LOOS Ef i F N ; t\ y O ~~O 1 2 5 F ROM R C T ro uplna 17WBuildingComponentsG _ ) . Y ( ANV INSIERION OF of ITS FOII(W U DRAw1Ne IND1cArFS .ul Nr,E I PRr~EeBSiI Al FNr,INECRING RrsroNSlBUIFV xluly FnR nn IR.ss c)M-DNFNI ~~ S ~ A~~G D U R F A C dd l Haines Cl FL 338'H FL CO #0 278 OF SIGN HONK- IIIF SI.IInB llli ND II S I. F x115 C_MPONFNI TOR ANr 9UILOING IS IRC RFSPONSIOILIIV OF THE BEIEDING DI5IGNER PIP ANSI;IPI ..F~. ~. N Jun SPACING 24.0" JREF- 1TSE235_Z04 Trusses or components connecting to this girder have been modified by the truss designer. The loading for this girder requires verification for accuracy. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (1N OC) START (F T) END (F T) TC 33 -2.00 7.00 TC 16 7.00 8.33 TC 33 8.33 17.33 BC 53 0.15 15.19 3X6(A1) = 1.5X4111 3X6(A1) e,noo ~I runn„ rc ~T~T rl IIR nRi nllvAl rrv - AT ANTiC REACH. FL D45 3-PLY) IH1J UWU YKkYAKtU tKVM I,UMNUItK 1WYU1 (LUAU) h U1MtWJ1UWJJ JUUM111tU tlY IKUJJ Mh K. Top chord 2x4 5P ~2 Bot chord 2x12 SP ~2 N Webs 2x4 SP #3 :W1, W3 2x12 SP ~~2 N: :W2 2x4 SP ~2: SPECIAL LOADS -(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAG.=1.25) TC From 56 PLF at -2.06 to 56 PLF at 4.94 TC From 80 PLF at 4.94 to 80 PLF at 18.48 BC From 30 PLF at 0.00 to 30 PLF at 4.94 BC From 50 PLF at 4.94 to 50 PLF at 18.48 BC 10688 LB Conc. Load at 3.61 BC 191 LB Conc. Load at 4.00 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 76 -2.06 4.94 TC 102 4.94 19.42 BC 120 0.00 19.42 Concentrated load(s) must be evenly distributed over all plies. 6X12= 3X16111 7X6 (R) 111 1116 3 COMPLETE TRUSSES REQUIRED ~~ Nailing Schedule: (0.131"x3"_Gun_nails) Top Chord: 1 Row @12.00" o.c. Rot Chord: 2 Rows @ 5.50" o.c. (Each Row) Webs 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. 120 mph wind, 23.11 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT I1, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. Iw-1.00 GCpi(~f )-0.18 Wind reactions based on MWFRS pressures. Right end vertical exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. Deflection meets LJ240 live and LJ180 total load. ** The maximum concentrated load is 10688# ** All wind load cases on this truss have a 1.33 duration factor. 4X4= 1.5X4111 5X4= 6 ~ 6X12 W3 W2 W1 3X4= 4X10= ~20 5 6 H1324= ~2 0-12-~ -11 4 R=9400 U=5794 W-4.75" 19-5-0 Over 2 Supports R=3824 U=2357 W=3.5" 4 5 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=20%(0%)/5(2) 9.01.0 OTY:1 FL/-/4/- /E/-/ - Scale =.375"/Ft. `*WARNING`* TRUSSES REQUIRE T%TREME CARL IN FnBRItn1iON. HANIII ING, SIIIPPING. INSinLI INC. AND RRACIN ,. RFfER TO BCSI (NU II DING COMPUNE NT SAT FIY INF Uft MAitON). PUPLISHFU PV TPI (TRUSS PI.AiE INSTI TIITE, 218 ~ /~ C ///~~~ •• T C L L 2 0. 0 P S F R E F R 2 3 5-- 3 2 3 4 7 2231A) AND WTCn (WOOD TRUSS COUNCIL OF AMERICA. 63!10 VA F%ANpR1A SUITE 312 AI TREET ~ ~` \y C ~~ , . . . . NUR III LEE S NI 53719) !Oft SAFETY PRACTIfES PRIOR TV PERFORMING THESE TII Nf,TI0N5. UNI ESS MADISON FNiERPRI SE LANE " ~ V v T C D L 7 D P S F [ (~ D A T E D V/ 1 D/ O 7 . . OLHE RWISE INDICAIFD TUI' C110R0 SHn~L IIA VF PROPERLY ATinCHEU STRUCIURnL PA NF LS nND HQIiOM CHORD SHALI HAVE ~.. C I~ I~ ` ~ bZ 1 •~~ A PROPERLY ATinf,HED RIGID CEILING. .~ Q. L L BC DL 5.0 PSF DRW HCUSR235 09161109 ~'iMPORTANT"FURNISH A COPY OF IH[5 OCSIGN ,0 THE INSiALI.AiIDN CONTRACT DR. ITH ELG, INC. SHALL NOi ANV FAILURE lU BIII LU THE TRUSS IH COMFORMAN CF HIM S DESIGN N FR M III =* ~ ~ B C L L l O O P S F H C- E N G D L J/ D L J A L P I N E ; O I BE RFSPUNSIBEF TOR ANY DE VIAl10 HA NDI ING, SIIIPPING. iNSTALIING 8 BRAf,I NG OF TRUSSES. TPI: QR FABR [fAiING _ ~ C ~ ~ / ~ STAG O1` . , pFSIGry f.NT ORMS IYI TII nPPLIf,ABIF PR OVISIQNS (IF NUS (NAiIQNAE U[SIf,N SPEC. 8 AFRPA) ANp TPI. ITW 9CG CQNNECI(R PIA,FS ARE MADE QT ~Qi,NiIHGA (H.Hist,P, ASTM AAHT GRAHE HIIiAQ (N V~ILSS) GAIV. tIEEE APPI-Y ICN P SITIQN PEP ORANINGS I.UA Z : /~/ ~~ \~•.,c p,.e~(~/ ~ ~ti ~OR,O '" TOT. LD 42.0 PSF SEON- 221987 . PLATES IQ FACII FAZE LT TRNS$ AND, ONLf SS OiHTRWlSE LOCATED ON TMIS DL SE E ON THIS ~~ ` \' • c `_ !~ 0/11(IOIIEII}S V/OIIP Inri. ~Jl`~BUI~(/I/Ig C ANY INSPECTION OF ILAiES fOLIHWFO BY (;> SIIAII HE PER ANNEX A3 OF TPI,-2001 F).' pR gHING INpI CAiES CCFPTA NCE 01 PRUT FSSIONAL CNG[NFERING RFSPUN. IB II [TV IFLY fC THE IRI.. f.. PINE NI SS/~NAI~~ OUR. FAC. 1 . Z5 FROM RCT /~ HamesCl FL 3384`. ry, O FL COA #0 278 DESIGN SIIONN- THE SUITANILII AND USF QF IH1S CQMPQNFNI 1'OR ANY BUILIIING IS IIIF RFCPONS]M1tTlY QI IHt NDIEDING DES,GNFR E AN„~IPI , SF<:. ~. Jun SPACING 24.0 " JREF- 1TSE235_Z04 5-1 IH1J UWU YKth'AKtU tKUM I,VMF'U ItK 1Nf'UI (LVAUJ 5 U1MtNJIUNJ) JUtlM111tU tlY IHUJJ MYK. (941 Utftl-(LtNURY HUMtJ /i~t ~LUn vn/ vuvrt ~~i - Top chord 2x4 SP ~}2 Bot chord 2x4 SP ~2 Webs 2x4 SP ~3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) SIART(FT) END(FT) TC 75 -2.06 4.34 BC 52 0.00 4.34 All wind load cases on this truss have a 1.33 duration factor. 1.5X4111 1116 120 mph wind, 22.97 ft mean h9t, ASCE 7 05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL 3.0 psf. Iw 1.00 GCpi(+/ )=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non concurrent live load. Deflection meets L/240 live and L/180 total load. 4 1 7 2 0 5 6 -2-0-12--~ --4-4-2 Over Z Supports -~ R=328 U=119 W=4.75" RL=197/ S4 R=159 U=192 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT/RT=20%(0%) 5(2) 9.01.0 TY:10 FL/-/4/-/E/-/- Scale =.5"/Ft. **WARNING** ,R~,teF~ RF OII, RF ~NfNEHE enRE .N ~-nGe~cni~on. KnnG~~nG. SK ~PP,HG, ~wsrnl 1. ~„~ nNG sand nG. OMPONENT SnF CiY INFORMAIiGN), PU BI ISIIEU BY TP( (TRUSS PLnTE INSIITIIit, 218 St (BUILDING f Gt`te 10 Bf / T C L L 2 0.0 P S F R E F R 2 3 5-- 3 2 3 4 8 . . NGe TH LEE STREET. SUITE 31G. ALt %ANDRln. Vn, 2211-07 nND NI C.A (40aD 1RIIS5 COUNCIL OF AMF RICn, F5°p ~ .~ C P 0 6 1 0 0 9 EN,ERPF~SE ~~ee. K*G1s°°. W1 51~i9) eaP sn~Y,Y PPnC t~CeS Pa~uP Y° PeeFaRH~NG r„ese ~uxrr~a«s. Geetss ANLtS nND GOIiOM CHOHO SHnLL HAVE R . ~~' ;~ S F T C D L 7.0 7 / D A T E AL F 0111E RWI St INDICniEO T°P CHeRO SIIAIL HAVL PRGPERLY A1Inf.MED SI RLIC fI1 n ~ N G. n PPOVeatr nirncneo alcio CI IIi O.B~~ a BC DL 5. D PSF DRW nCUSR235 09161110 *'IMPORTANT**ruex~srv n cuvr of rKis oen cn io nie 1eslnunu °n conrancl ue. trw ace, tnc. sani.Y Nat OHF an ec W „t, z* e * ~* 0 P S F B C L L 1 0 H C- E N G D L J J D L J N E ° n e GF "F~K0NS18LE '°" ^"" Gev~n~iGx PROH TK~S GeS~GH: nKY Fn,taR~ r° Gupta YKE ~R~ISS 1G C OF iRUSSCS AC N ' . A L P I . I G iPl; ~R FA9GICATING KnN GI ING SHIPPING, INSiAeL ING 3 GR G1S~Ge CONIf~kHS ~aI~K nPPe~cnGlF Pa ,viscous aF KG< 1N r~Genl Ges~Ga ~PeY, aY nesPn, n„o .P.. „ K GcG f.a NNCCICN PI.AiES ARf M DE Of ](/J 8'lfien (N,H/5~/N) ASIN 551 GeADC 40/5° (N K/fl, CS7 GALV STEEL. 1'tY -] : SwTATE OF R -o n A~~~~i/ ~•~~~ ~/ C TOT . L D . 4 2. 0 P S F S E Q N - 2 2 2 0 1 5 . PI AlFS i0 FACH fnCk Of TRI SS Nn. UN~k SC alHF P.NISE l-Ca1 Ce aN TH{5 DC 4LGN P-SLCI (IN PFfl ORnMIHGS 1fi0A e nns senl - ~ ov iPn-aoa~ sec 1 • ~ OR1~.~~ `~ ~ T I74YBuildin COm nentsGrow InC. 9 po P . . "Y yes enioe nr a irs Fuji uFO av c+) CKnll ar Pee ar~rvrx n fJNAWING INCIf:AiES .FPfnN(:t [tf PR(iCFSC~~NnL LNGINFFRINf. RE[PONSIGIIIfY CUIFIY hGH TIF IIUSC f Mv(iNEe~ ~~~~ v . A~~(~. DUR. FAC. 1.25 FROM RC HamesClty,FL 33844 FLCOA#0278 PUILUNNL'GCNIGNER'PEktl'NSI/~PI'I SFC.UZC aF PHIS COMPONENT lf~R ANT GIIIIDIXG IS SHF RFSPONS~a1LISY OF INF A Jun SPACING 24.0" JREF 1TSE235_Z04 IHt~ UW~ NK LI'AHtU hHVM Ll1MYU1tK 1NYU1 (LUAU) 5 U1MtNJ1UNJ) JU7M111tU tfY IKUJJ MhH. (941088 (LENDRY HOMES )151 CLUB DR/ DUVAL CTY. AILANIIC BtACn, rt t4i Top chord 2x4 SP ~y2 Bot chord 2x4 SP 2 Webs 2x4 SP N3 H - recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections (than indicated. Refer to manufacturer publication for additional information IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT} END(FT) TC 54 -2.06 1.94 BC 23 0.00 1.94 Deflection meets L/240 live and L/180 total load. MWFRS loads based on trusses located at least 11.18 ft. from roof edge. 1.5 X 4 Iii 1116 120 mph wind, 22.36 ft mean hgt, ASCE 7 05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC DL=3.0 psf. Iw=1.00 GCpi(+( )-0.18 Wind reactions based on MWFRS pressures. These hangers and support conditions used at bearings indicated (H 1) = Simpson HUS26 w/ ~l)2x6 SP #2 supporting member. (14) lOd, 0.148"x1.5 nails into supporting member, (4) lOd Common, 0.148"x3.0" nails into supported member. Bottom chord checked for 10.00 psf non concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 3X4% 6 ~- 2.11-0 ~20 5 6 4X4= 2X5 III ~--z-o-lz-~ 1 ll 4 Over 2 Supports R-259 U=98 W=7.25" RL=88/ 64 R-27 U=78 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT/RT=20%(0%)/5(2) 9.01.0 0 :9 FL/ 4 -/E/- - Scale =.5" Ft. **wAaNiNC** 1RllSSES REUUIRF E%1R1 MF CARE IN FABRICATION. IIA NIIL ING, SH11'P7NG. INSTALLING ANp BRAC.I HG. ' T C L L 2 0. 0 P S F R E F 8 2 3 5-~ 3 2 3 4 9 RFI[R TO BCSI (BU II UI NG COMPONENT SAFETY INI ORMAT[ON), PUBLISHED PY TPI (IR USS PI.AIF INSTITUTE. 21d NORTH LEE STREET. SUITE 012. ALEMANDkiA, VA, 2231M1) AND WTCA {W000 TRUSS COUNCIL OF AM(RICA, 6300 ~~ ~~ ENTERPRISE IANE. MADISON, WI 53)19) FOR SAFETY PRACIICfS PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS •~ .(~ T C D L 7 D P S F D A T E D 6/ 1 0/ D 9 OTHERWISE INDICnTEO i0P CHORD SI1AL1 HAVE PROPERLY AITa CIIEO STRUCTURAL PANE LS ANU ROTTON CHORD SHAI.I HAVE Na. ~~~~ A PROPERLY AIIACIIED RIG LD CF II ING. ~* : * ? * BC DL 5. 0 PSF DRW HCUSR235 09161111 **IMPORTANT**FURNISH A COPY 01 IRIS DF tiIGN i0 THE INST ALLAl10N CONIR AC,T OR. IfW BC G, INC. SH AIL NOT . A L P I N E RF RESPONSIBLE FOR ANY OEVIA1 fI1N FROM IRIS OF SIGN; ANY FAILURE TU BIIILU THE TRUSS IN CDMF ORMANCF WITH • B C L L 1 0. 0 P S F H C- E N G D L J/ D L J TPI: UR F BRICAiiNG. HANIII ING SNIPPING, INSTALLING b NRACING DI iRUSSE S. iA~~ ~1/~1G O~ • ~` (~ (~ (~ UE SIGN CONFORMS WITH APPLICADIE PROVISIONS OF NDS (NniIONAL DF SIGN SPCC. BY AFAPA) AND TPI. 1lW BCG ~ :~•- w ~~ /{~/(~~ T O T . L D 4 2 0 P J F J E ~( N ri 2 1 7 0 4 C(IN NI f.iOR PI ATFS .4 R! MApE OF 90/10/I. :A (W.N/t5/K) AS1M Afi5} GRAUE 40/50 (N K/N SS) GAIN STEki APPLY ~O R1~ r(~ L PEAIFS i0 EACH FACE F TRUSS NO TIN LE CS U{{iE RW fSE LOCATED (N THIS D[STGN PCSIiION fER DRAWINGS 1fi0A-L. ~~~..~.www.~~~~•• ~'\1_~ ANY INSPEGIiON GF PI AIFS FOLL WID BY (;; $HALI UL PFR AN Nk% Al OF iPl l-9009 E 3. A SF AL ON THIS ~S/~NA~~~ D U R F A C 1 2 5 F R 0 M R C T ~1~81I1~(~I(if]r.Onj(pIL811f5 G/OUP 1/LC. DRAWING INUICA IFS .L PiAN CF 1 (RUFF SSIONAL LNGINTFRING RL SP ~NSIB II IIY iI FIY I(~R lUE TRUSS I;OHPONf Ni H8111e5 C1 FL 33844 DL SIGs su nun. nE uunBiu rr nND usF or nets cnnP DNENr FoR n"Y ¢uu nlNG is T He RESV OrISIBUiTr oI nlL BDiI DING DLS,GNER PIR ANSI9iPI , sF~. 9_ Jun SPACING 24.0" JREF- 1-TSE235__Z 04 r ~ con no z~s IH1J UWb NKtNAKtU YKUM I.UMNUItH 1NNUI (LUAU) 5 U1MtWJl VIV Jj JUt5M111tU HY IHUJJ MtK. (941UtiH-(LtNURY HUMtJ )tat L.~un vn/ uuvN~ mil. -- ~ .~~ Top chord 2x4 SP y2 Bot chord 2x4 SP {~2 Webs 2x4 SP y3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START(FT) END (F T) TC 37 -2.06 0.77 TC 37 0.00 0.77 TC 15 0.77 1.94 BC 23 0.00 1.94 Deflection meets L/240 live and L/180 total load. MWFRS loads based on trusses located at least 11.10 ft. from roof edge. 5X7 (R) III 3X3% 1.5X4111 6 1116 2X6 III 3X6 (R) 120 mph wind, 22.20 ft mean hgt, ASCE 7 05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL-3.0 psf. Iw-1.00 GCpi(+/ )=0.18 Wind reactions based on MWFRS pressures. Right end vertical exposed to wind pressure. Deflection meets LJ240 criteria for brittle and flexible wall coverings. Bottom chord checked for 10.00 psf non concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 2 7 1 2056 ~--2-0 12~ O 30 ~ 12 I. I~-~_1 1 11 4 Over 2 Supports R-259 U=139 W=7.25" RL=147/-113 R=20 PLF Rw=29 PLF U=64 PLF W=1 4 0 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT/RT=20%(0%) 5 2) 9.01. QTY:2 FL - 4/- /E/-/ Scale =.5"/Ft. *•NARNING*~ 1RUSSES RE OUiRE E%1R1 n( CARE IN InfiRICnTION. HnNDLING, SHIPPING. INSIAI LING ANU BRACING. T C 11 L L 2 0 O P C F J 17 C F R fl 2 3 C__ '] 2 3 C Q J J .1 REFER i0 BCSI (BUTT UING COMVONE NT SAFETY INFORMATION), PUBLISHED BY TPI (TN USS PLnTE INSTITUTE, T1A ~ • . L NOR1M LEC STREET. SUITE 312. ALEX nNT)Rln, Vn, 22314) nND WTCA (WOOD 1RUS5 C911NC [L Of nMERICA, 6300 ESC FUNf 110NS UNIESS F N •• /` T C D L 7 D P S F 7 D A F C (~ D 6/ 1 D/ D 9 _ , ORMI G TH ENICNPRISE LQHE. MADISON, WI 53119) FOR SAFfiY PRACIIGES PRIOR TU PER RAL PANELS AND BOTTOM ClIORO SHALL HAVE RUC •~ i{ . I TU OTHERNISE INDICATE[) i~P CHURU S11 AI I. DAVE PROPERLY ATiAf.M EU ST ~~ y PROPIRLY ~TIAIMEO aIG~B TEI~ ~~~. ' o.b2212 L BC DL 5.0 PSF DRW HC USR235 09161116 *IMPORTANT**i ua Kisn n cove of TKic oeslGe To rnE [Mn nU nn ar+ wKrancT ae. 13w acv, IKr,. sMnu noI oME x c ulrn * ~ ,* C 8C LL ~ 10 PSF HC-EMC7 DL I/DLJ ALPIWE Onnn E Be PE S~oxs IBE[ ron nnr oevinn oe Egon nus oT Si re; nnr Ean uaE To eullo niE muss Is c I IING R BRnCING OF iRU5 Sf 5 . t . LPI'. OR TgPR lf,nilNG, HAN OI.ING. SHIPPING. INSI A «„I ~PMS Ml~il nPPL~CnBLE PpM~ISIBBt I °MZ TH II~I,~L Bf S,GH SPL C. BY A~RPA) ~K~ .P.. .TN BcG .o : STATE OF • UES~GN (ANNE CI Oft PI RTES ARF MADL UT 20/IA/I~GA (W H SS/K) A.. IM AFSI GRADI AU/EO (N K/I1. SS) G1L V. yTEEI. APPLY N N S -L ~•~~ ~ ~••• TOT . L D 4 2 0 P S F S E Q N - 2 2 2 1 2 3 L60A . I G PLAICS 1( kAfN IAIT CF IRIISC ANU. UHIfSS 011t.NWISF LOf LEU ON THIS UTSIGN fOSiIION PER UR A sr a nt rrP rutx n3 of rnu-POOH uc.B. a sEnL ox Ines T nutn er + O~~O ~ ~ AC Z5 1 FROM RCT 17WBuildin COnt vents GrouplnC. 9 (p U ( ~ ""Y I"cPErniu m PI te. E URANING INUICAIES -.F PI ANfT llF PRQEE SSI )N ~l FNGINFFNIU6 RF SNONSI911.IIY SUI FIY VUF iHF 1NUS5 CUMPONFNT ~~~~ ~~ . DUR . F . DCSIGN H NN IME SUITABILITY FNO IISt ~T 11115 COMVUNtNI TOR ANY 9U IIUING 1S iUE RE SPBNSIBILIIV 01 111E NA~ " (( lppAA HamesCl FL 3JOY4 ty, BB,IB,B; UBS~G,ILN PEP nNSI~TPI ~ ,E~. P. Jun SPACING 24.0 JREF- 1TSE235_Z04 F~ con ~o zzs IH1J UWU YKt1'AKtU tHUM (,UMKUItK 1fVf Ul (LUAUS 6 U1MtIYJ1 UIV J) JUHM111tU tlY IKUJJ MhK. (941088 (LtNURY NOMtS )i51 ~uun urc/ vuvNL L1,. r+~~r~.1~., ~ ~ ,-~ Top chord 2x4 SP ~2 Bot chord 2x4 SP I{2 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILINGUSE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 49 -2.00 2.00 gC 22 0.15 2.00 Deflection meets L/240 live and L/180 total load. (MWFRS loads based on trusses located at least 10.40 ft. from roof edge 120 mph wind, 20.80 ft mean hgt, ASCE 7 05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL-3.0 psf. Iw-1.00 GCpi(+/ )-0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non concurrent live load. All wind load cases on this truss have a 1.33 duration factor. Provide (2) 0.131"x3" nails, toe nailed at Top chord. Provide 2 } 0.131"x3" nails, toe nailed at Bot chord. 3 ~- ~~20-11.15 ~. R-8 Rw=32 U=0310 3 043 ~~2056 -~ R=16 Rw 41 U=21 2X4(Al) ~2-0-0~ 2 0 0 Over 3 Supports R=267 U=272 W=5.5" RL=66 n Crit: FBC2007Res/TPI 2002(STD) i D es g 0 9 0 QTY:7 FL -/4 -/E/ - - Scal e =.5" /Ft. PLT TYP. Wave . FT/RT=20%(0%) 5(2) «.wAaWies...„DSSES RF„,,,„E ExYREHE ~~„E I„ Fnneitnr,„„. I,A„DL(„~. SI„~P.„~. I„S,nt,I„~ n„„ D„nDI„~. PUBLISHf:D ISY TPI (TRUSS PLATE INSTITUTE, ?1B LDING COMPONE Ni SAFETY IN~ORMniIUN) 9 c~ /~ C ~ ~~~ TG LL 20. 0 PSF REF R235-- 32351 , REFER f0 RCS( ( UI VA, 22314) AND 41T fn (MOOD ERU55 COU„CSl 01 nMERICA, F3DO ntE%nNDRiA SOITE 319 N OR 111 LEE SIN(Ei • ; ~ ~` V G ~.• C (7 , , , ENiERPR15[ tnNE. MADISON, WI 53J19) FOR SnFEIY Pft nCiI GES PRIOR 10 PFftFORMING 1HE SF FUNCTIONS. tINLE SS M CHpRp StI nIL HAVE lT V ~ :(~ ` T C D L 7 0 P S F D A T E D U / ~ 0 / 0 7 OTIIE RWISE I„D,CAIED TOP CHORD SIInIL HnVE PROPERLY nEIACI1f0 STRUCYURnt PnNEtS ANU BOTTO ~ ~~~~~ Nu A PROPERLY AITnCHED 0.1GIp CE II ,NG. . a y BC DL 5 0 PSF DRW ncusR2ss 09161114 "IPIP ~RTANT "fUN NISH n C.OVY ~F EHIS pESILN TO iliC IMSinLLAl10N Ct1NiRAC10R. Ii4 BCG, INC. SHaLI_ NOT ~ ll ~ 1 0 P S F H C- E N G D L J/ D L J eE rtESPO„s,n,E E°K a„Y Devln a o„ EPOn ,„,s urs,e„: n„r rn a ual: Io au no n,E Ieuss I„ coneoenn„cE KITH ~,~,~,~,~ ~~ ~ B C L L 0. A L P I N E IP1: OR FABRICATING, 11ANDliNG. 511IPGIN(;. INSiALLiNG 8 BFACI„G OE IRDSSES. pt SIGN LONF~RHS WI TII nPPI-ICAB~E P„OVISIONS f1F NDS (NnIIONAI. DESIGN SVf C. BY AFdPn) AND ,Pi. IIW 9GG t°„„EMI,„ PtnltS naE HARE OE 9De,e~,s~n IK.H~=seK, ASiH a„53 ~„„DE 4°~FD a. K,IL<s, PaE~ STEEI. nPPtY A ~ j ~j':. ~ p p,~ ~OR~R ~~ •• TOT . LD. 42. 0 PSF SEAN - 221 994 PLATES IO FAEH VAIC F TRUSS N9, UNLES DIIICRWVSG IOCAi ED (IN IHIt pESLGlI P(1Sl II ON PfR DRnM,„GS I60nZ. n sent o„ nns s t„ n„„Ex na or rrl, zu,z ¢ ~ \ ~ • ~ 1 25 FR~M RCT ITYVBuIIdiO Com ventsGfOUpInC. . . . n"Y ~„s'tulox of PY Its Fo„nuE° nv ,;, s"nu ne P CFPIANIt ~I PN,~FE SSION AI FNC,I NEFRI Nf, RF SPON51°IL11Y {FLY TOR iiE MUSS fOMPONCNi DRAWING INpICAICS AI y~/~~~~~ DUR . FAC. . HainesCi FL_33844 ry, , DES,rn s„eu„. ,1,t su,Innr„Ir a„D usE of ,HIS cnnvD"cnr Fna n„v ^ul,olxe ,s ,,,f a~-svo„s,n,t,rr oc n,r Pl1,lD,„~ DFS,,„t„ PE„ A„~„1P1 , sF~. >- Jun 1 SPA CING 24 .0 " JREF - 1TSE2 35Z04 IHIJ UWU YKtYAKtU YKUM I,UMYUItK 1NYU1 (L UAUJ 5 U1MtNJ1UNJ) JUtlM111tU tlY INUJJ MtK. (94108B (LENDRY NOMES )151 CLUB DR/ UUVAL CIY. nitn r+ii~ t~tA~n, rt ~ov~ Trusses or components connecting to this girder have been modified by Top chord 2x4 SP ~2 the truss designer. The loading for this girder requires verification Bot chord 2x4 SP /~2 Webs 2x4 SP #3 for accura cy. X120 mph wind, 23.63 ft mean hgt, ASCE 7 05, CLOSED bldg, Located Wind react ions based on MWERS pr essures. anywhere In roof, CAT II, EX P C, wend TC UL=4.0 psf, wind BC DL=3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING US E PURLINS: Iw=1.00 GCpi(+/)=0.1 8 CHORD SPACING(IN OC) START(FT) END(FT) ~~1 hip supports 4 11 4 jacks with no webs. TC TC 66 20 0.00 4,44 4.94 6.60 Deflection meets L(240 live and L/180 total load. TC BC 66 118 6.60 0.00 11.54 11.54 All wind load cases on this truss have a 1.33 duration factor. 4X4= 4X6= 3X 1116 2 '// 1 11-6 ~20-56 4 5 0 4 11-4 ~ 1-8 0 1 4-11-4 _I L~ 11 6-8 Over 2 Supports =~ I R-722 U=437 W=4.75" R=722 U=437 W=4.75" Design Crit: FBC2007Res/TPI-2002(STD) " Ft. PLT TYP. Wave FT/RT=20%(0%)/5 2) 9.01. OTY:1 FL/-/4/- E/ /- Scale =.5 "*MARNING*' TRUSSES RE OUIRE E%INI ME CARE IN EnBR I(:A IIDN, 11ANDLING. SIII PPING. INSTALLING ANN PRAf,I N(. 10 SCSI (BULL DING COMPONE Ni SAI ETY INE ORMnTION), PIIBLISIiCD AY TPI (IRI1S5 PLAT[ INSTITUTE, 7)8 F ~ • '~ ~ •• T C L L 2 0. 0 P S F R E F 8 2 3 5 - 3 2 3 5 2 RR ER NORTH LEE SiRi EI. SLIT TE 319. AL[%ANDRin, VA, 22 J]A) AND NTCA (WOOD TRU 55 (:O UNCIL OF AMCft ICA, fi10U IINlf 55 • ~ ~ ~• ~` T C D I 7 0 P F 7 [ C (~ / ~ 0 / 0 D D A INiERPR[Sf LnNE. Mnp150N, MI 5}719) FOR SAFELY PRACTICES PR10R i° PE Rf ORM[NG TIIF SE FUNCTIONS. BO11OM CHORU SHALL HAVE v , J 7 V I L OTHERWISE INU LCATED EOP CHORD SHALL HnVE PROPERLY AI EACIIED S1RUCiURAL Pn NELS AND ~ • I~ I~ • ~ N SZ ~ A PROPERLY ATTACHE f) RIGID CE II ING. O• L L 0 PSF BC DL 5 DRW HCUSR235 09161115 . ~*IMPURT1INT ~'~E IIRNISH A f.O PV OF IIIIS BESIGN iO THE INSInIl ATI11N CO NI RA CT OR. I1W BCG. INC. SHALL NVI NI1H 7{ ~ * i • 0 P S F B C L L 1 0 H C- E N G D L J/ D L J BE RESPONSIBLE FOR ANY UT VIni UIN PROM MIS DESIGN; nNT FAiI NRE TO BUiLU THE TRUSS iN COMI ORMANCF S , r _ STATE O j . A L P I N E . TPI; (~R fA62ICATING, ILA NUL ING, SIII PPING, INSiA111NG A RRnCING DF TRUSSE DF SIGN CONE ORMS NIiH nPPI [CABLE PROVISIONS t NDS (NniIONAL pI SIGN SPEC, °Y AFAPA) nNp iPi. ITN °fG CIN NEC1l~R PLA TES nRC MA Uf OF IO/I8/1(GA (W 1/SS/Nj ASTM A5S3 GR BE 4U/5D (W K/11 SS) LV SiE li APPLY ~ % r ~ • ~•••••~~ P/• O R1 • T O T L D 4 2 D P S F L (` (~ o 7 S EON 2 2 1 9 2 8 PI ATFS 10 FACH EnfF UE RU SS AND. UNLESS -i11LAW ISF LOCATED ON THIS UEGIGN PI~SIilON PFR BR AHING lSOn-Z. HALL BE PCR AN NE% A7 OE iPll 9002 EC_3. SLAT DN THI1 ; •• M •• (1 ~ ~ ~ R F A C 1 2 5 F R D M R C T ~~BUI~C~/IIIJ COn1POfl8lifS GIDIIfI ~Arir ) . ANY INSPE- ION DE PI It. EOLL, NCD BY ( DRAWING INOI :ALES C EPIANCE tf PR Of I. SSI ?N AI FNGINEEH LNG 0.FSPPN51611. liY S(tI ELY (OR LIE IRI SS f, fIMPONENi V,O'Iw` ~ I " D U HamesClty,FL 33844 FLCOA#0278 BIIIDIING DfSIGNFRIfFR ANSI/IPIII AND IIJE )F THIS COMPONENT !Oft ANY BUILDING )S lHE RFSRDNSIHIIITY OF THE ~L '1 Jun SPACING 24.0" JREF- 1TSE235_Z04 IH1J UWU YKtYAKLU hHUM (,UMYUItK 1WYU1 (LVAUJ h U1MtIVJ1UNJ) JUtlM111tU tlY IKUJJ MFK. (941088 (LENDRY HOMES )151 CLUB DRJ DUVAL CIY. AILAN11l, tstn~n, rr t~~i Top chord 2x4 SP ~2 Bot chord 2x4 SP 2 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START(FT) END(FT) TC 75 -2.00 7.00 ~~ BC 75 0.15 7.00 Deflection meets L/240 live and L/180 total load. Provide (2) 0.131"x3" nails, toe nailed at Top chord. Provide 2 0.131"x3" nails, toe nailed at Bot chord. 120 mph wind, 21.42 ft mean hgt, ASCE 7 05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL 4.0 psf, wind BC DL=3.0 psf. Iw=1.00 GCpi(+/ )=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non concurrent live load. All wind load cases on this truss have a 1.33 duration factor. 3 ~- ~22 3-1 R=164 U=159 2 1 3 0432056 -~ R=107 U=5 2X4(A1) 7-0-0 Over 3 Supports R=429 U=297 W-8" RL-135 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT/RT=20%(0%)/5(2) 9.01 OTY:2 FL/- 4 -/E /- Scale =.5"/Ft. ••wnawiwc~~ iRUSSCS REe~,1RE ExrRCnc BARE ,N F"RR~PAl1l1N. ..ARpI,NG. 561PPING. lRSrAeL~nc A„„ RR"~~°~. PtiBLISHEU BY TPI (1RIISS PLATE INSTITUTE. 216 BUTT IiNG CDMPf1N ENl SAf EiY INFORMATION) <I w ~~~•~ T C L L 2 0 .0 P S F R E F R 2 3 5- - 3 2 3 5 3 , ( REFER TU Bl N Ofl iH IfF STREET. SMITE 3t?, AIE%ANDRIA, YA. 22314) n11D UTCA (W000 TRUSS C(IU NCI Of AMERICA, fiJOU PN ~~RPRISE LANK, MnDISON. WI SJ)19) FOR SnhE iY PFACIICES PRIOR TO PE Rl ORMING IIIC SC FUNCTIONS. UNLESS M CHORD SHALL IIA Vf: eOTT v • ~l ` `(~•. V •i v~ ` T C D L 7 0 ~` P J F T D A I E ` O U j (~ / 1 D / O 7 ° UTMERNI Sf (NOIC"TED TOP f.HORp SHALL HAVE PRUPERIY PI ~A CIIFO STRUCiUR AI. PANELS ANO A PROPERTY niTnCHEU RIGID CEILING. No•~~~~~ BC DL 5 0 PSF DRW ncusRZS6 09161116 . **IMPORIANT *'r uR6r sl " cuPr nF Inis nestcx i° nle 165r"uAn on cnnYanctoR. nul ncc. lne. snap. nor 6E RE SP H5,6LE FoR AR. URV1Ar1~6 FROM 1615 DF51GR; A6~ FAIll1RE ~~ 611iLe ,KL 1R1,SS ~« L~M1oRHAR~E M1T6 STATE OF B C L L 1 0 .0 P S F H C- E N G D L J / D L J A L P I N E tPl; ilR IA6RICATING, HANUIING. SHIPPING, INST4LLING A 9RACING Of iRUSSE S. °LS,~R ~ KPORHS u1TR APPLILA6LE PROV,Si°RS °F Res ~R"~~°R"~ ee51eR SPEf.. R4 AFSP"~ A„° ~P1. „>v 61.e TONNE f,I IR PLATES ARE MA Uf OF 241/Itl/15GA (W H/SS~K) AS1M A66} GRADE 90/50 (W, K/41,54) GAIV. Slf ft. APPI.V ~ ~:,•.~ P` / O ~~O • TO T. LD~. 42 .0 PSF SEAN - 22 2027 Oli)PO/PB/~tS GAUP ~IiC. ~TW BIII~(rI(IIJ ~• PLATES T~ CAC41 EACF OF IR1)SS "N~, t1N lC5 111E RNtSE LOCAIEU ON 1kllS °ESI6N POSITION PtR OR"WINGS IfiOA Z. ANY INSPFf PIUN OP PI ALES E011 f1WF11 BY (1) -loll RF PER ANNE% n3 OF TPII 2(109 SEC-I- SEAL N THIS RnHING IN01(_A DES CCF Pi"NCC 01 PROFF SSI.NAL kNf,I NF FRIN6 RF SPONSIB [I IiY lnI FLV f0R T!E TNI CS Il1MVONC NP • f. • V GY~ SS~~AfA~ \v\ DD T]. FA~ fl f1 1 25 Ff101'1 f~ RCT i Haines Clty,FL 33844 FtCOA#0278 O yun u~ncl or sienLR~~rRSUrr~in pilr Aio u~E or nl,s rnnPORC x, loR nrcv nlu io,nc ~s r6e atsaoRSla~u rr oP lee Jun SP ACING 24 .0 " JREF - 1TSE 235_Z04 IH1J UwU NKtYAHtU FNVM I.U MNUItK 1fVYUl (LUAU) b U1Mt fY~lUNJ) JUtlM111tU tlY IKUJ~ MhH. (941088 (LtNUKY HUMtJ )151 CLUU UK/ UUVHL sir. -- FlltNlvll~ o~N~n, r~ ~c~ Top chord 2x4 SP 2 Bot chord 2x4 SP }2 Webs 2x4 SP ~{2 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ChORD SPACING(IN OC) START(FT} END (F T} TC 75 -2.06 4.94 BC 59 0.00 4.94 ***** BEARING ANALOG MODIFIED! ***** (Provide (2) 0.131"x3" nails, toe nailed at Top chord. jProvide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 1116 ~2-0-12-~ ~--- 4 11-4 Over 3 Supports -~ R=400 U=363 W=4.75" Rh-60 RL=36/ 62 ~24 6 14 R=66 Rw 73 U -50 Rh= 60 RL-280/-124 4 5 0 2056 R=71 U=0 Design Crit: FBC2007Res/TPI-2002 (STD) " /Ft. L/-/4/-/E -/ Scale =.5 F PLT TYP. Wave FT/RT=20%(0%)/5(2) 9.01. 2 OTY:10 **WARNING** iRUS$Fti REOUI NI E%IRF ME f,ARE IN 1'ABRiCAT1ON. 11A NDLING. SHIPPING. INSTALLING ANR BRACING. TO BCSI {BUILDING COMPONEN! CAF ECY INFURMAT IO N), PUBLI SIIhO BY TPI (TRUSS PLATE INSIIIUTE. 118 REFE P ~ ( ` T C L L 2 0. 0 P S F R E F R 2 3 5 3 2 3 5 4 , NURTH ICF STREET, SUITE :112. AIE%ANDRIA. VA, ~Z314) ANR NTf,A (NOUD 1RtI5S COUNCIL OE AMERICA, 5300 ~ •• ~ ~ • C (~ O 6 O 9 ~ O ENTERPRISE LnNE. MADISON. WI 53]t9) FOR SAEEIY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. TIN LESS M CHDRD SHAtL RAVE OIT •.I ~~ ~ v T C D L 7 O P S F / / D ATE p OTIIERNI SF INDICAIEO iOV CHORp SHALL HAVE PN OPERIY A7IACHED STRUCTURAL PANELS AND B ~ • ~ n PROPERLY ATiAf,HEU RIGIR CEILING. C//~~n ~ NQ.~LZ~Z • BC DL 50 PSF DRW HCUSR235 09161117 '~*IMP~RTANT**F URNISH A COPY OF THIS DESIGN TO THE INSTAIIATION CONTRACTOR. ITN Bf,G. LNf,. SHALL NOT V Nf NIiH y ~ 7~ 0 P S F B C L L 1 0 H C- E N G D L J/ D L J A L P I N E ,E ORMP BE RESPONSIBLE FOR ANY NEVIATION FROM THIS DESIGN; ANV EA II.URE TO RMILU THE IRU[S IN COM • , . fPl: OR fABRICAT[NG. HANDLING. SHIPPING. INST ALtING R BRACING OI IRU SSE S. TIN Rf.G OY nFBPA) ANB TPI NATfONAI DESIGN SPEf OF NDS S ON ' ~ : ~TATE OF ~ . , S ( DESIGN CONP OP.MS NIIII APPLICABLE PROVI I CDNNE C [GR PI RTES ARE MADE UE 20fI8 (lfiGA (N H(SS(KI ASTM A65R GRADE 40/60 (IJ K/H.SCI GALV. SlFEL. APPLY •j ~/ ~••• T 0 I L D 4 Z 0 P S F S EON - 2 2 1 9 4 2 PI AICS IO FACN fgf.E OF TRIICB AND. DNLE SS OIHFRNISE LOCATED ON LHIS DESIGN, PC SII ION PEfl DRAWINGS I50A Z. SF AL ON If1IS ~• OR~DPf ~ ` IIIO l 11 I1w 611/1(~i COi11 ng pones} GroU{l IliC. S ANT INSPE f.i ION OE PLA TFS EOLLOHFD BY (i) SII AIL RE PER ANNF% A3 OE TPI1200J SE C.3. A DRAWING 1NDICA TFS ACCE PI ANCE IIF PROFTSS10NA1 ENG( NTERING RF SV'GNSIRILI SY SOLELY TGR THE TRUSS COMP DNE NT ~~ ~ ••~~\ `_ D ~ 25 FAC UU fI~A /1 1 oM R~T FI\ F ]p 1 Haines Cl I L JJ044 ty> FL COA #0 278 °FSiGN SHONN. rNL SIIITABILIiY ANU USE OF 111[5 CUMPO NF NT fOR ANY DLIIL DIN6 IS THE RESPONSI B1 LIiV OF rHF BUILDING DES,GN(R PER ANS,~TP1 , BFI t. ~ Ju SPACING 24.0" JREF- 1TSE235_Z04 120 mph wind, 23.11 ft mean hgt, ASCE 7 05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-4.0 psf, wind BC DL 3.0 psf. Iw 1.00 GCpi(+J )=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non concurrent live load. , Deflection meets L/240 live and L/180 total load. All wind load cases on this truss have a 1.33 duration factor. IH1J UWV YKtYPKtU YKUM I,UMYUItK ifVYU~ (LUHUJ 8 U1MtNJ1 VIV J) JUtlM111tU UT IKUJS Mh K. (941088 (LENDRY HOME) )151 CLUB UK/ uUVHt t,ir. HILHIVIiI, och~n, r~ ~~~ Top chord 2x4 SP ~~2 120 mph wind, 21.18 ft mean hgt, ASCE 7 05, CLOSED bldg, not located Sot chord 2x4 SP g2 within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL 4.0 psf, wind BC DL 3.0 psf. Iw-1.00 GCpi(+/ )=0.18 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Wind reactions based on MWFRS pressures. TC 75 2.00 5.04 a BC 59 0.15 5.04 Bottom chord checked for 10.00 psf non concurrent live load. Deflection meets L/240 live and L(180 total load. All wind load cases on this truss have a 1.33 duration factor. Provide ( 2 } 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 3 r- T 12193 R=110 U=106 175 ~_ 0432056 ~, - R=71 U=2 2X4 (A1) ~2-0-0-~ ----5-0-7 Over 3 Supports -~ R=353 U-270 W =8" RL=107 Design Crit: FBC2007Res/TPI-2002 (STD) PLT TYP. Wave FT RT=20%(0%)/5(2) 9.01. QTY:4 FL -/4 - E/ /- Scale =.5" Ft. ..WARNING** IRtIS SES RED LII RF E%iRFMF fARF IN TANRIf,ATION. HANOI INf,. SNIPPING. INSTAIT LNG AND BRACING. T C L L 2 0. 0 P S F R E F R 2 3 5-- 3 2 3 5 5 RFf ER i0 Rf.SI (BUIL6{NG COMPONENT SAFETY 4NF DRMAIION), PU6 LISHFU 8Y IPL (TRUSS PLATE INSII TU TE. 2T8 ` ~ E NOR 111 LEE SIRFFt, SU17E 31Z. AIE%ANDRIA, VA, ?2314) ANp WTCA (WOOU TRUSS COUNCIL VF nMERICA, 6300 N (^ [ (~ ENIFR PR[SF LANE. MADISON. WI 53119) FDR SnFETV PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNI F55 ~~:• • ~(~~ T C D L 7 D P J F D ATE D 6 / I 0 / 0 9 OTHE RWISF INDICATED TDP f.110ftU SfIA LL HAVE PROP Eft LY AI TA CHEU STRUCTUR nL PANC LS AND BOIL OM CHDRU SIfALL HAVE No. C A PROPERLY nTiACHEU RIGID fl (LING' _~ •D BC DL 5.0 PSF DR~.f HCUSR235 09161118 '*IMPt1RTANT~~F UR NISH A f,OPY OF TIIIS DESIGN TD THE INSTAIIATION f.ONiRACTOR. IIW NLG, INC. SHALL NDI ~~ ~ i A L P I N E NF RF SPONSIHLE FDR ANY OEVIAtIpN TRDM THTS DESIGN; ANY FAIT DRF 10 B~IILU TIIE TRUSS IN CDHF DRMANCF WITH ~ ' B C L L 1 0 0 P S F H C- E N G D L J/ D L J TPI: DR FAUR IfAiIN6. MANULI Nf,, SHIPPING. INSTALLING 8 BRACING OF TRUSSES. ~w~A v •^~C Or DESIGN CONFORMS WI111 APPLIf.ANIE PROVISIONS l1E NUS (NAiIDNAI UFSIGN SPEC, NV AF RP A) AND TPI. IiN Bf,G ~Y %•.' ~f T 0 T. L D 4 2 0 P S F S E A N 2 2 2 0 2 0 l:O NNECTOR PLATES ARF HAHF OF PO)ltlf lfiGA (W,HJSS(K) ASTM A6Hl GRAUE 40(60 fW. K/H,SS) GAIN . SIk I: I.. AP PLV o ~~O p,O r PI ATES 10 EAf,H FACE DF TRUSS ANU. IINLF SC OIHE RWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS L50A-Z. ~ w ~ ~i~` ANV INSPCfTIDN DF PLAICS FOLLONED BY (ij SHALE 9F PER ANNF% A3 DF TPiI-TODD SFf.3. A SEAL DN 1H15 ~s/Q./A~~`/ D U R . F A C . 1 .2 5 F R 0 M R C T ~~/BUI~(/1719 Ci0I17PO~iQ/1~$CfIU1Up loci. pRAWIN6 [NDICAiFS Af CF PLA NCE OF PROF FSSIDNAL ENGINEERING RF SP ONSIBILITY GOI FTY fOR TIVT 10.H55 COMPONENT / „/, Haines CI FL 33844 DESIGN $H OWN. THE SD[iAHIL1TY ANU USE DT THIS COMPONENT FUR ANY flUTLDING IS THE RCSPONSTNILIlV DF THE ty, NH 1. DING DESIGNER PER ANSI,TPI T SF~. 2 Jun 1 SPACING 24.0" )REF- 1TSE235_Z04 FL COA #0 278 IH1J UW~ YktYAKtU tkUM I,UMYUItk INYUt (L UAUJ S UIMtNJIVNJJ JUtlMlI1tU tlT INUJJ MhH. (941088 (LENDRY HOMES )151 CLUB UR/ UUVAL CIY. AI~AIVI II. TstH~n, r~ L,~~o~ 20.93 ft 120 mph wind mean hgt, ASCE 7 05, CLOSED bldg, Located Top chord Bot chord 2x4 SP ~E2 2x4 SP ~2 , anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL-3.0 psf. Iw°1.00 GCpi(+/ )-0.18 IN LIEU OF CNORD STRUCTURAL PANELS OR SPACING(IN OC RIGID CEILING USE ) START(FT) PURLINS: END (E T) Wind reactions based o n MWFRS pressures. TC BC 62 35 -2.00 0.15 3.04 3.04 Bottom chord checked f or 10.00 psf non concurrent live load. Deflection meets L/240 live and L(180 total load. All wind load cases on this truss have a 1.33 duration factor. Provide ( 2 } 0.131"x3" nails, toe nailed at Top chord. Provide 2 ) 0.131"x3" nails, toe nailed at Bot chord. 3 r- ~~21 3 3 R 49 U=47 1 1 5 -~ 0432056 ~- R=34 U=12 2X4 (A1) ~-2-0-0-~ ~_3 0 7 Over 3 Supports ~ I R=287 U=258 W=8" RL=80 Design Crit: FBC2007Res/TPI-2002 (STD) " Ft. PLT TYP. Wave FT/RT=20°!°(0%)/5(2) 9.01 QTY:4 FL -/4 E/-/- Scale =.5 a.WARNING.x TRUSSES RF OLIIRE E%TREMF CARE IN IABRICATION. HANDLING. SNIPPING. TNSTAII ING AND BRACT Nf,. PUBLISHED 9Y TPI (TRUSS PLATE INSTITUTE, 2TN 9UILDING COMPONENT cAFElY INFORMATION) FCR O 90 1 ~ ! • n S T C L L 2 0. 0 P S F R E F 8 2 3 5-- 3 2 3 5 6 . ( 0.E T 5 VA, 22314) ANU NTCA (WOOD TRUSS COUNCIL OF AMERICA. 0,300 ALE%ANDRIA NORTH LEE SIRE ET SI111E 312 ~~ ~ • - E {~ ~• ` [ GG (~ , , . ENIf RPRISE LANC, MADISON, WI 53)19) FOR SAFETY PRAf,TIf.Fti PRIOR IO PERFORMING IIIF SE FUNCTIONS. UNLESS LL VfAVE ` .~. v ~ y T C D L 70 P S F D A T L O U / 1 0 / D 9 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED SiRUCTDRAI PANELS AND BO11 UN C11 URD SHA NG G EI I • ~ ` N . A PR OPE RIV At1ACHED RI ID C LI O.5~1L _a BC DL 5.0 PSF DRW HCUSR235 09161119 *jMPOf~T/~NT""~F IIRNISH A COPY O! THIS DCSIGN IO THE INSTALLATION CON TRACTOR. [iH BCG, INC. SIIALI. NOT „ =* : 1 i 1 if 7~ 0 P S F B C L L 1 0 H C- E N G D L J/ D L J I A E RE RESPONSIBLE FOR ANY UEVTAiION FROM THIS UTSIGN; ANY FAILORE t0 BUILp THE TRU55 IN C,UMFORMANCE NI1H . =, . L P N TPI; DR fARRICAtING. HANDLINf,, SHIPPING. INSTALLING 3 BRn f.i NG OF TRUSSES. UI SIf,N CUNT ORMS WI1H APPLICA BIE PROVISIONS lF NUS (NnT10NA1 DF SIGN SPCC, RV nFRPA) ANp TPI. TIN BCG CONNECTOR PLAICS AP.F MnOC OF lOJ iB(llGA (W .11(SS/K) ASIM A65i 6RAOE 4(1(60 (W, K(Ii, SSi GnLV. SiFEL. APFLV ~ •: STATE OF ? ~~~~• A Aff T O T . L D 4 2 0 P S F _ S E ~( N 2 2 2 D 2 2 PLA TFS Itl EACH (ACC OF TRUSS AND UNLESS UIHCHWICE LEGATED ON 11115 DESIGN, POSITION PER DRAWINGS 160A-]. A Sf AL ON IIIIS 3 R ANNF% A3 Of iPti-TD01 SEC H 9C P ~~~~~OR10._. (~ fl ` 'I 1 25 AG F T~ ROM ~rn 811{~(~i/Ig CiOM/I011QIN5 G7DUp'nri. . . ALL E ANY INSPFfiIDN OF Pt AiFS 101 LDNTD BY (i) S ENGLNFfR ING HE SP ONSIR ILIIY SDI ELV FOR IIIF TRUSS COMPONENT pRAWING INDICATES Af CFPil.N Cf Df PRDFF «IpN A1 SS~Q ~G ,_ . OUR. F Haines City,l'L 33844 Fi rnn an ~~Q . gp ~p NGI~[SiGNEN PFRSANSI/~NITi AHD USE OF TATS COMPONENT FOR ANV DDILOING IS THE RESPDN51Bf1[TY OF THE AI J u n {/ ` S PACING 2 4.0 " 1TSE235_Z04 J REF - IH1J UW~ YKtYAKtU YKUM I.UMMUItK lhF'UI (LUAU) 8 ULMtfVJl VIV J) JUtlM111tU tlY IKUJJ Mh H. (941086 (LENDRY HOMES )151 CLUB DR/ DUVAL CTY. ATLANIlC HtACn, r~ ca5i Top chord 2x4 SP ~2 Bot chord 2x4 SP ~~2 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START(FT) END(FT) TC 38 -2.00 1.04 BC 11 0.97 1.04 BC 11 0.15 0.97 All wind load cases on this truss have a 1.33 duration factor. 3 L- 0 4 3 2X4 (A l) 120 mph wind, 20.68 ft mean hgt, ASCE 7 05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC DL=3.0 psf. Iw-1.00 GCpi(+/ )-0.18 Wind reactions based on MWFRS pressures. Bottom chard checked for 10.00 psf non concurrent live load. Deflection meets L/240 live and L/180 total load. Provide (2) 0.131"x3" nails, toe nailed at Top chord. Provide 2 ) 0.131"x3" nails, toe nailed at Bot chord. ~_ 2 0 9 3 R= 76 Rw=121 ~l /7 (l5 20 5 6 R=0 Rw 60 U-33 ~ -2-0-0-~ 1 0 7 Over 3 Supports -~ R=300 U=353 W=5.5" RL 53 PLT TYP. Wave ALPINE iTW Building Components Group Inc. Names City, FL 33844 FL COA #0 278 Design Crit: FBC2007Res/TPI-2002 (STD) FT/RT=20%(0%)/5(2) 9.0 *WARN(NG*~ TRUSSES ftE°LIIRf E%iRE MF CARE ]N FABRICATION. IIA NULING. SHIPPING. INSTAII ING ANU BRACING. RCI Eft (O BCSI (8U 11 UIN6 CONPO NLNT 50.(E lY INF ORMAiIONI. PUBLI SIfEU BY 7PI (l RUSS PLATE INSTI TIM E. 2t8 NUR TII l[F STREE F, SUITE 312. ALE%ANDRIA. VA, ?P114) ANU WTCA (HOOD TRUSS COUNCIL OF AKf RICA, fi300 ENtERPRISE tANF. MApISON, WI 53)19) FOR SAFETY PRACTICES PRIOR TU PER(ORHING THESE FUNCTIONS. UNLESS OTIIC NWISF INUI f,A TED TOP CHORD SHALL HAVE PROPERLY AITACNED STRUCTURAL PANELS ANT) 60TTOM Cf10R0 SH All HAVE A PROPERLY AFIACHFU RIGID CF ILTNG. "`IMP~RT/1NT**F URNI SH A COPY Of THIS DESIGN IO THE INSIAI.I ATION CONIRAC TOR. ITW RCG, INf.. SHALL NOT BF RESPON SI BIF FOR ANV OEViATION FROM THIS DESIGN; ANY FAILURE TO PULLD THE (RU55 LN CONFORMANCE WIIM TP[: OR FAflRICATING. HANpLING. SHIPPING. INSTALLING A BRACING OF IRIIS SE S. DESIGN CONFORMS HITH APPLICABLE PROVISIONS OF NUS (NAl10NA1 O[SIGN SPEC, BY AF fPAL ANU TPI. IiW BCG C(1N NCCTOR PLATES ARC MABF °F L(lf ie(l6GA (W.H[SS(KJ ASIM A651 f,RADE 4O/EO (W. N/H,SS) GAI V. SI(f L. APPLY PLATES i0 EAC11 FACE OF IRB SS ANU. UNLESS OTHERWISE IODATED UN THIS DESIGN, POSITION PER pRAWINGS 160A-Z. ANY TNSPf Ct10N OI PIAiES FOLLOWED BY (i) SIIAEL flE PFR ANNF% AJ OF TPI]-TOOT SEC.J. A SCAL ON I11I5 DRAWING INOI f.AlES ACCEPTANCE OF YR OFFSSiON AL FHG INL Cfl ING RFSPt~N 5I81L1{Y SOLFI_Y F°ft TIIF TRUSS COMPONEN[ B($fGN SHOWN. IHL SIII TABII.TiY ANU USF OF THIS CUMYUNENi FOR ANV RIII LOING IS THE RESPONSIfl ILIiY OF IHF BUILD TNG DESIGNER PER ANBI/TPI 1 SEC- 2. 0. QTY:4 FL/ /4 -/E - - S " C ~ TC LL 20.0 PSF S ~ ~' ~' Q, `:~ TC DL 7.0 PSF 9 No.b2212 ~ gC DL 5.0 PSF '. * ' * ' * BC LL 10.0 PSF .o': STATE OF r ~j':,.,c Q.,f ~OR10 . TOT.LD. 42.0 PSF ,. ~~ . G~ 5 1 SJ~NA1 ~ DUR.FAC. 2 . Jun SPACING 24.0" Scale =.5"/Ft. REF R235-- 32357 DATE 06/10/09 DR W HCUSR235 09161120 HC ENG DLJ/DLJ SEQN- 222024 FROM RCT JREF- 1TSE235_Z04 IM1J UWU YHtYANtU hNVM 1, U (gYUItK 1WYU1 (LUAU) ~ Utl"It M>i~.~) 3uo (941088 (LENDRY HOMES )151 CLUB DRj DUVAL CTY. ATLANTIC BEACIt, FL CJ58) Top chord 2x4 SP {~2 Bot chord 2x4 SP ~~2 Webs 2x4 SP {~2 Dense IN LIED OF STRUCTURAL PANELS OR RIGID CSTART(FT)E PURLIEND(FT) CNORD SPACING (IN OC) .2,06 2.97 TC 68 0.00 2.97 BC 36 ***** BEARING ANALOG MODIFIED! ***** Provide 2 0.131"x3" nails, toe nailed at Top chord. Provide ~ 2 ; 0.131"x3" nails, toe nailed at Sot chord. 1 11 6 120 mph wind, 22.62 ft mean hgt, ASCE 7 05, CLOSED bldg, Located psfWheIw=1n00oGCpi(A/ ji-0,18P C' wind TC DL=4.0 psf, wind BC DL°3.0 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non concurrent live load. Deflection meets L/240 live and L/180 total load. All wind load cases on this truss have a 1.33 duration factor. R=45 U=19 RL=155/ 48 R=44 U-0 23611 3 5 3 ~2 0 5 6 ~--2-0-12--~~--2-11-11---~ 2 11 11 Over 3 Supports R=280 U=261 W=4.75" RL=40i 40 Design Crit: FBC2007ResJTPI-200{STD) 9 01.0 . PI T TYP. Wave HANDLING. SIIIPPSNG. INSFAI-LING AND NftaCIN6. L 'xWARNING** tausses REQUIRE Ex)REME cARE TN ranArcnIIDN. G D° NDR iFNI LEEK STREET (8 G111 TEN 312 MAENkANDRIpE TVAI NF DR;d)IAND WTP nN (N UOD eRUS51 CQUNCIL POFIEAMERIGAU TE. 1 EN FE RFR]SE LANE. MADISON. N1 SJ119J F(JA SAF FTY PRACiIRES PA 100. 10 PFRF ORMING CUE SE FUNCTIONS. UNI FSS ~ ~.~ OiHFRWISF INOICAiEU FOP C11 ORD $IIALI HAVE PRDPERIY AT FA I: HED SIRU CTUR AL PANE I.S AND BOTTOM CHARD SH All HAVE n PROPERLY AiinCHEp RiGiO CF II ING. 1 *BEIR PAR < BN.T FOR)ANYS)DFVIAIf ON"FAOMI INl SS D[N IGN :rM NV iAlI. tIR EA lO 91111 DiRA ET TRU55 IN COME ORMANCEH AIi TIIN07 4: A L P I N E IPI: UR CANRICATING. CANDLING, SHIPPING. INSTALLLN6A/V NftACIN6 QF iRU55ES1., /~ DESIGN CONFORMS N11C APPL (I.ABLE PR OV]SIDHS OE NDS (NATIONAL DES LGN SP Ef„ DY Af &P A) ND TP L. ITW HC, SiM 5S3 GRADE AD/AO (W. K/II.SS) GALV. SICFI PPLY JCS/ coN NrU oR PLnIES ARE MnDE of 2Q/Ia/teGA lu.Dl`;Gi K) A A s£AI nN tNiS PLAItS i0 EA GII FACE Qf TRUSF ANU. UNLESS OTHERWISE tOCAIED UN FNIS DESIGN. POSI110N PER DRANINGS L6 oA-Z- ANY INSFEfTION DF PL AifS FOI LONEO DY (') SHALL BF PFR ANNE% A3 (lF IPIL 2Q°2 SFG.3. ~rn BU~~din9 CUV71pOrtEnfS G~uP IYIC. DRy`G NG SIHD ~OAiES AtGCPT AIV~F GF PR Qf CSSFON AL ENGINE FRING RESPONSiBII ICY SALE LY FOR THE 1RUSS t.OMPONFN THE SUI~APILILY ND USE )F FNIS COMPONC Ni FOR NY NU Il O1NG 1S THE RF SPON SIBILItY OF )11£ J u n ~ HainesCity~Ft. 33844 NuILDiNG oesIGNFR PER ANSUIP, , s£c. Y_ i~ i~ OTY:6 FL /-/4/ -/E/ /- "~~ • TC LL 20.0 PSF V~ """~ . ~ TC DL 7 .0 PSF No. 62212 .~~~~ B C D L 5 .0 P S F * '* BC LL 10.0 PSF STATE OF i TOT.LD. 42.0 PSF ORI ' ~~ VP= ~ ~6 S~~NA1 DDR.FAC. 1 .2 5 " . SPACING 24.0 Scale =.5"/Ft. REF R235-- 32358 DATE 06/10(09 DRW HCUSR235 09161121 HC-ENG DLJ/DLJ SEON- 221966 FROM RCT JREF- 1TSE235_Z04 IHiJ UWU F'NtYAKtU i-K UM I,UMYU1tK 1NYU1 (LUAU) 5 UIMtNJ1VNJ) JUtlM111tU tlY IKUJJ MhH. (941088 (L truuRr nuMt~ l i5i ~tues ur</ uuvNt t,T i . /111_/1 IYT l~ Top chord 2x4 SP ~2 Bot chord 2x4 SP 2 Webs 2x4 SP ~t2 Dense 120 mph wind, 22.12 ft mean hgt, ASCE 7 05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL 4.0 psf, wind BC DL=3.0 psf Iw=1.00 GCpi(+/ )-0.18 Bottom chord checked for 10.00 psf non concurrent live load. Deflection meets Li240 live and L/180 total load. ***** BEARING ANALOG MODIFIED! ***** Provide ( 3 ) 0.162"x3.5" nails, toe nailed at Top chord Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 2X5111 6 1116 3 X 6 III *** WARNING! Shear exceeds allowable *** Negative reaction(s) of -223+/ MAX. (See below) from a non wind load case requires uplift connection. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CNORD SPACING(IN OC) START(FT) END (F T) TC 41 -2.06 0.97 BC 12 0.00 0.97 All wind load cases on this truss have a 1.33 duration factor. 22 6 11 R= 224 Rw=282 U 29 Rh= 59 RL=145/- 20 2 5 3 2 0 5 6 R=15 U=0 -2-0-12 Flo i~~ 0 11 11 Over 3 Supports ~~ R=407 Rw=434 U=399 W=4.75" Rh 59 RL- 65/ 61 n Crit: FBC2007ResJTPI-2002 (STD) si D e g QTY:6 1 F L/ 4/- /E/ - - Scal e =.5" Ft. PLT TYP. Wave FT/RT=20%(0%) 5(Z) 9.0 . ••waae>ec.. TRNSSES REGNiPE ExTRENE TARE 1N EARRICA,IUN. NANULING. SNIPPING. INSIAtI1NG ANN 6RAC.ING. PI1Bl (SHED BY TPI (TRUSS PLATE INSTITUTE. 21A 8UlLUING COMPONENT GAFETY LNE ORMA rIO NJ T C L L 2 0. 0 P S F R E F R 2 3 5-- 3 2 3 5 9 , NITER 14 RCS[ ( NOR T11 LEE SiRFEi, SUITE 312, ALEXANDRIA, VA, 22314) ANU NTCA (WOOD TRUSS COUNCIL ON AMERICA, 6300 _A ~ ~\ •• S F _ _ O 6 ~ O O ENIERPRISF IANE. MADISON, WI 53]19) FOR SAFETY PRACTICCS PRIOR 10 PF RFORMING THL SE FUNCTIONS. UNIISS O SH All HAVE CM `V" • V T C D L 7 O P D A T E / 7 / OR OTHERWISE INUICATEp iGP CHORD SHAD HAVE PROPERLY Al1ACHEU ST RUCtIIR AL PANE 1.5 AND B6TIOM ~ ~ '9 A PNOVeRty nrrnnlEN RIGIN CEUI"G. ~ ; N0.62Z1Z BC DL 5. 0 PSF DRW HCUSR235 09161122 *~IMPaRTANT*'F URNISH A COPY OF THIS OE SIGN 10 THE INSi ALLA rION CONfR AC.i OR. ITN NfG. INC. SHALL NOi y : y : y 7~ 1 C E N G D L J D L J [ 9E Rk'SPONSINIE FOR qNY UFVIAiI11N ENOM THIS DESIGN; ANY FAILURE i0 °l11Lp THE TRUSS IN CUNF(1HMANCE KITH TI if B~ L L 1 0, O P S F 1l - / A L P I N E 1P1: OR IANR IfnTING. HANDLING. SHIPPING, INSi ALLING A BRnCING OF iRUS$E S. ITN RCG RY AEAPA) ANp iPI AL OESfGN SPEC } ~ ~ ~ : STATE OF . . DESIGN CONFORMS KITH nPPII<,nBLE PROVISIONS OF NUS (NnTION C,O N NE F.iOR PlA[PS ARE MAiIE OF 2U'19(IfiGA (N,H(SS(Kj ASTM A(i5l GRADE 40/fill (N, K/H.SS) GALV Sif F.I. APPLY /~ ~( •~ ~ A / T 0 T . L D . 4 2 . Q P S F S E Q N - 2 2 1 9 7 3 PLATES TV EAT. IT EAf.E U! TRUSS ANp. UNLESS OIIIF RNISE LOCAIFG ON THIS DCSIGN, PU SIIION PER DR NINCS 1r0AZ. E I ON MIS 3 OF IPII-2002 SEC 3 X ~ . ~ O ~1O r~ ~~y( (//~ ~ A 1 5 M RCT ~~(~/BUr~l~i C0/71pOI1Qfi}S UFI ~IiC. G /O - A ANY INS PEfI1UN OF VI ArES FOlLOI1CU RY (i) SHAH BE PER ANNE FPTAN(F OF PRUFE SS10N Al FNf.S NEERiNG RF SPONSIBILIIi S(]I EIY TOR SHE TRUSS CQMPONENT URHWING INl1ICAlES ACf CSS~..~.-..~~~ DU R FAC 2 FRO AA 11 p Names Cil FL 3JOYY y, FL COA #0 278 , OLSIGN SHOWN. THE SUIiARILIIY AND 115E OF 111[5 COMPONENT FOR ANY RIII LUING IS THE RLSPUNSIBILIiY OF THE RHIIGING DESIGNER PER ANSI,IPI I SF~. z. Jun SP ACING 24 .0 " )REF - 1TSE2 35_Z04 tHIJ UW~ k'KtYAKtU tKUM I,UMYUItK 1NYU1 (t VAUJ 5 U1 MtNJ1UNJ) JUtlM11ItU tl7 IKUJJ MYK. (94108B (LENDRY HOMES )151 CLUB UR/ UUVAL l,lY. AILAIVI lI, tstH~n, rt n,T~~ Top chord 2x4 SP ,~2 Bot chord 2x4 SP 2 Webs 2x4 SP ~3 120 mph wind, 21.42 ft mean hgt, ASCE 7 05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL°4.0 psf, wind BC DL=3.0 psf. Iw-1.00 GCpi(~/ )=0.18 Hipjack supports 6 11 8 setback jacks with no webs. Deflection meets Li240 live and L/180 total load. Provide ( 3 ) 0.131"x3" nails, toe nailed at Top chord. Provide (3 ) 0.162"x3.5" nails, toe nailed at Bot chord Trusses or components connecting to this girder have been modified by the truss designer. the loading for this girder requires verification for accuracy. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END (F T) TC 59 -2.83 9.84 BC 87 0.15 9.84 All wind load cases on this truss have a 1.33 duration factor. ~22-2.15 R=202 U=218 2 1 1 -~ 0432056 ~- R=415 U=125 3X4 (Al) ~-- 2 - 9 15 9-10-1 Over 3 Supports R-518 U 349 W=10.564" Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT/RT=20%(0%)/5(2) 9.01. 2 :2 FL -/4/- E/-/- Scale =.5" Ft. .,wnaNtNC„ ,RE~SZES KEN,~ERE Ex,NE„E cnaE ,N rrRa,cnTCON, UnNOI~NG. SN,FP,NG. ,wtTnE,l°~ ANA, NNNC,NG. PUB LISHEp BY !PI (TRUSS PLnTE INS TITUIF, 218 HUIIOING CUMPUNENt SAFETY [NF ORMnTIGN) REFER TO BCSI (~. TC LL 20. 0 PSF REF R235- - 32360 , ( N(1R TH LEE SiRC ET. SUITE 512. nLE%ANURIA, Vn, 22J14) nNO WICA (W OOO ,BUSS COUNCIL OF AMER [CA, 5300 FN iE RPRiSE LANE. MADISON, NI 53]19) FOR Sn~[TY FRAC ~If ES PR10R TO PERFORM [NG THESE FUNCTIONS. UNI ESS LL HAVE T f H D SII ~k ~`/~ ~ w~~.••. v V J ~ T ~ D L 7 0 (` P J F D A T E / 0 6 / (~ 1 0 O 7 . A T OH OR OTIIF RH[SE INUICnIEU TUP CHORD SNAIL HAVE PROPE RIY AiT ACHED 6TRUCTllRAL PANELS ANN 80 A PROPERLY ~i T~f,HEU ftIGiU CFiI ING. ~r No.62212 .''~ BC DL 5. 0 PSF DRW Hcusazss o916112s A L P I N E w<IMP~RTAN T'~~F URNISM ~ COPY OF THIS UE SIGN TO iNE INSTALLATION f.ONTRAC TUN_ ITN BCG, INL. SHALL NOT BE aese°""BeE T°N ""' °`°,"~'°" TaNK ..„6 OC6,GN: nNP TnTEUae TN °u,lU ~N6 TFU66 .N ~NK~°NM~°G6 K,TN C y l~ B C L L 1 0. 0 P S F H C- E N G D L J/ D L J F S. TPI: Ok FnBRiCAiING, HnND~fNG, SHIPVING. INSTALI.I NG A BRACING OF TRUS OE SIGN GNNTGRMS NT TK ~FYL,Gn6TE YRN~,s,GNS GT ND6 tNa rTONAi NT S,GN seEG. °~ ~EbYA, ANN ,~~,. ,TU S.:G C(NNF CTOR PLATES ARE MAUf OF 2(1/IP(16GA (H.H/SS/K) ASIM A65] GRADE 40(60 (W. K/H,SS) GAIN . SICfI. APPLY .o : STATE OF t ~••'~ /`/ P ~ TOT. LD. 42. 0 PSF SEAN - 222 018 ~rn BUi~f~ifl9 Ci0111~70l/B!i}5 G(Wp~nri. PLn TES i0 EACN FACE OE IFIiSS aNO. U,I LESS OIUTRKJ SE LOCaITO ON THIS DC SIGN. POSITION PFR DRAWINf,S 160n-Z. nnv ,°sarcn oe uE PTnies roTTOwco er (il sNnu eT Pea aNN6x ns of iPn zooz sec.. n sTn, nN rU,s UPRNING INUICnTES Af.CFP TANCF OF PROFESSIONAL ENGINE EA ING ftF SPON51HitITY SOLELY fOR THE TRUSS COMPONENL . OR1Q J ~~~~..`..~,,,,..~~~ D U R . F A C . 1. 2 5 F ROM R C T HainesCi FL 33844 ri, FL COA #0 278 u6nG° snowN. niE snTaeu,rr nxo use °G rN,s ronPOUeNi roa nxr °u,TO,rvr, Ts TNt nTSCOesrannv of me B~,~N,°G uE6,Geea PER AN6,~,P, , 6F.C ~. Ju SPACING 24 .0 " JREF - 1TSE2 35_Z04 IH1J UWU YKtYAKtU YKUM I.U MYUItK 11VYU1 ~LUAUJ 6 UIMthJl UfVJ) JUtSMIIItU tlY IKUJJ Mh K. (94108B (LtNUKY HOMtJ )151 I;LUU UK/ UUVN~ ~Ir. NI~HrvIi~ aCr+~n, r~ ~-.~ Top chord 2x4 SP ~1 Dense Bat chord 2x4 SP y2 Webs 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START (F T) END(FT) TC 75 -2.92 6.92 BC 83 0.00 6.92 All wind load cases on this truss have a 1.33 duration factor. 1116 -2 11-0-~ 6-11-1 Over 3 Supports R=373 U=280 W=5.968" R-166 U=175 R=111 U 0 ~24 6 10 4-4-12 2 0 5 6 Design Crit: FBC2007Res/TPI-2002 (STD) " PLT TYP. Wave FT/RT=20°(°(0°(°)/5(2) 9.01. QTY:3 FL/-/4/- E/ / - Ft. Scale =.5 *`HARNING*t TRUSSES NEOIII RE EXTRE MI f,ARE IN fA°NI f,ATION, HANUI IN6. SNIPPING. 1NSIALI.I NG ANO BRACING. TC LI L ) '[,0, 0 PSF [ f7CF R235 323V1 fl L R[FER TI) BCSI 16111 LDING fOMPONF NL SAfF iV INF pRMAl10N), PUBLISHED BY TPI (IftUSS PLATE {NSTITU fF, 219 • NUR TN Lf:E SI RI ht, SUIIF 3L2. AIE%A NfIRIA. VA. 22316) ANU WiCn (WOOD TRUSS COUNCIL Of AMERICA, F300 ES PRIUR TO PERFORMING 1HESE FUNCTIONS. UNLESS IUR SnFEiV PRAC~If 3 4 _A. ~~\ ~l • T C D L 7 0 (` P J F [ ` (~ D A T L O 6 / 1 D / 0 9 , FNI[RPRISF LANE. MADISON. WI 5 1 ) S AND UOI t°M CIIORU SHALT HAVE R LV AIlAC11E0 STRUC AURAL PANE I RD SHALL NAVE PROPI P H Q ~ •, v . _ OIIIF RWISE INUI f.A TED TO C O RLY AiiAf HED ftIGIU CEILING P ~ N b . , q ROPE Q. 3 BC DL 5.0 PSF DRW HCUSR235 09161124 ""IMP~RTl1N T'*F UR NISH A COPY OP THIS DESIGN i0 THE INSTALL Af[UN CON12nf,iOR. IfW Rf.G. INC. SHALL NOi u1~o rNe muss IN conhoann NCe Nirn ro ?* * ` * BC LL 10 0 c~ PJF /~ HC-ENl3 DLJ/DLJ ALPINE e 6e Pesaorvn °~e vaa nxr 6cvlAn oN hn on nns °e slGn: A"r rAtiuae INSTALLING 8 BRACING OF lRUSSE S. SNIPPING 9RIC A t1 NG IIA NULING I O F T C . . . . : A . TP R UE SIGN CO NI ORMS WILH gPPL IfARLE PROVISIONS Of NUS (NAtIONAL DESIGN SPEC. UY AFAPn) ANN 1PI. IiW flCf, COPoNtf TOR f'I.ASES ARE MADE U~ 26(L8J 15GA (N.NfSSJK} ASiM A653 GRAUC 4(1(6° (W K/H.SSJ GAI Y. S1EL1 APPLY ~O ~• sTnre OF ~~~~ I~ A j~ / T 0 1 L D 4 2 D P J F _ (~ (~ S L (~IY 2 1 7 7 7 PLATES Tt E CN FACE )F TRU55 AN6. UNLESS OIIIF RYII SE I.O CA QED ON THIS DESIGN, POSITION PIR DRAWINGS 160A-Z. .• L f O p,p ~~ ~ fl ANV 1nsPecnoN oe PI rG oumaeo 6r In sNAU ee PcR ANNex As op roll-zoo2 Src.N. A seA~ °N rN1s •: ~ ~ DUR .PAC. 1 . 25 FROM RCT l71NBuitdin Components Grouplne. g HainesCit FL 33844 Y. FL COA #0 278 DRAWING INUICA lFS A.-FPIAN Cf U~ PROFESS I(INAL ENGINEERING RF SPOHSIBIL IIY SULtLV fOR THE 1NU55 COMPDHFN! Nh51G" SNGWN. rNe SNI~A6[11iY ANN Nye Gh rN1s I:UMPGNFNI fOK ANr 6N1~orNG ., 1Ne aesPONSlslurr °~ 111h Nuu °1xG °rsl ,N ee rea Ann /1r1 i sec. ~. Jun ~~~~AL~ SPACING 24.0 " JREF- 1TSE235_Z04 120 mph wind, 23.10 ft mean hgt, ASCE 1 05, CLOSED bldg, Located anywhere in roof, CAT II> EXP C, wind TC DL°4.0 psf, wind BC DL 3.0 psf. Iw=1.00 GCpi(+/ )-0.18 Wind reactions based on MWFRS pressures. Bipjack supports 4 10 12 setback jacks with no webs. Deflection meets L/240 live and L/180 total load. Provide (2) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 0.131"x3" nails, toe nailed at Bot chord. STRONGBACK BRIDGING AND BRACING REQUIREMENTS - All vertical scabs, bracing, and strongback bridging material to be ~ BUTT STRONGBACK grade marked same species and grade of webs. BRIDGING TOGETHER ~~ -The purpose of strongback bridging is to develop load sharing between m individual trusses, resulting in an overall increase in the stiffness of the qr , floor system. 2x6 strongback bridging, positioned as shown in details, ~ is required at 10' -0" o.c. (max.) 4' -0" 2x6 SCAB ATTACH SCAB WITH 10d BOX/GUN " O.C. (0.131"x3.0") NAILS IN 2 ROWS AT 6 -The purpose of lateral bracing is 1o provide lateral stabi{ity of the NOTE: IN LIEU OF SPLICING AS SHOWN, LAPSTRONGBACK member. 2x4 continuous lateral bracing is required at intervals not to BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING NOTE: when positioned at the upper side of the c exceed 10' -0" o STRONGBACK BRIDGING SPLICE DETAIL . . also satisfies the lateral bracing in ck brid b t t h d b g g rong a or , s tom c o NOTE: Details 1 and 2 are the preferred attachment methods requirements for the bottom chord of the truss. ATTACH STRONGBACK TO WEB W/(3) 10d COMMON NAILS OR (4) 10d 1as" 3" o The terms "bridging" and "bracing" are sometimes mistakenly used x > ( . ~~ BOX/GUN (0.131"x3.0") NAILS / ~ \ interchangeably. "Bracing" is an important structural requirement of " \ \ 1~ f any floor or roof system. "Bridging," particularly "strongback bridging is a requirement to a truss system to help control vibration. In addition ° ° to aiding in the distribution of point loads between adjacent truss, ° strongback bridging serves to reduce "bounce" or residual vibration ° ° resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the installation ° o STRONGBACK BRIDGING of strongback bridging and therefore is strongly recommended by ITW SPACING REQUIREMENTS ' guildin Com ants Grou lnc. g p p Up to 10 None required 10' to 20' 1 row (at center of span) 20'to 30' 2 rows i at each % oint " " For additional information regarding bracing, refer to BCSI (Building ) OR x3.0 (2) 10d COMMON (0.148 BOX/GUN(0.131"x3.0')NAILSATTOP 2x6 (MINIMUM) STRONGBACK, 30'to40' 3raWS 1 ateachY< oint ' Component Safety Information). o.c. AND BOTTOM OF 2x4 SCAB-oN BLOCK. RESTRAINED AT EACH END. Over 40' Space rows at 10 ATTACH STRONGBACK TO BLOCK W! (3) 10d COMMON (0.148"x3.0") NAILS OR (4)tOd BOX/GUN (0.131"x3.0") NAILS. a ~} °° 0 0 °° ATTACH STRONGBACK TO BOTTOM CHOR STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES (2)#10-3"SCR ~ ••WARNING•• READ ANO FOLLOW ALL NOTES ON THIS SHEET! TC LL PSF REF STRONGBACK Trusses require extreme care n fabricating, handling, shipping, installing and bracing. Rater to and follow BCSI (Buildi g Component Safety Information,' by TPI and WTCA) for safety practices prior [o performing these functions. Installers s II TC DL PSF r~ DATE 4/10/09 orary bracing pec BCSI. Unless noted otherwise, tap chord shall have properly attached structural panels nd rovide tem p p bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs she have bracing inatauea per Bcst aaenona B3 k B7. See this job's general netea page rar mare information. F • ~(~ BC DL PSF • DRWG STRBRIBR0409 ••[NPORTANT•• FURNISH COPY OF TNIS DESIGN TO INSTALLATION CONTRACTOR. an failure to build thi desi i ti f [ d G V~ ~ ~ ~\~E •••• BC LL PSF gn, y ev a on rom s or any ITW Building Components Group Inc. (TfWBCG) shall not be responsible the truss in co formence with TPI, or fabricating, handling, shipping, in telling k bracing of trusses. ITWBCG connector plates ~•:: •• ~/ • ~ Building Components Group lnc. are made of 20/IB/18CA (W,H/S/K) ASTN A653 grade 37/40/80 (K/W/H.S) galy. steel. Apply plates to each face of truss, ~ ~ 1. ,~t~'y~. 52212 TOT. LD. PSF ' pnaiunnea as showy above and na antat Detaua. A seal on this drawing or cover page indicates acceptance end professional engineering responsibility solely for the truss omponent design hown. The suitability and use of [his component /or any building is the responsibility or the Building D V7 _.. ~n {~ = 00 1 FAG ~ UR esigner per ANST/TPi 1 Sec. 2. ITW-BCC: www.itwbcg.com; TPI: www.tpinst.com; 1ITCA: www.ebcindustry.com; ICC: www.iccsafe.org . . . "' ,o STATE OF ~' Farm city. Mo saoa5 SPACING css~oani~~'•- GABLE STUD REINFORCEMENT DETAIL A~rF 7-05• 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C, Kzt = 1.00 2X4 BRACE (1) 1X4 "L" BRACE ' (I) 2X4 "L' BRACE • (2) 2X4 "L° BRACE '* (1) 2X6 °L" BRACE ' (2) 2X6 "L" BRACE GABLE VERTICAL NO BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B ECIES GRADE P SPADING S #i / #2 3' S" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" t3' 5" ~ I S P F w o HF S P ~ ~ DFL SPF ~ w o H F ++ J P L. ~ DFL d+ ~ ~ P F #3 4' 2" 6' 11" 6' I1" 8' 9" 8' 9" 10' 6" 10' 6" 13 10 13 10 14 0 14 0 r v ~ T T STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10° 14' 0" 14' 0° F 1 1 STANDARD 4' 2" 5 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0° #1 4' 8" T 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" " 14' 0" " ' QI' ~ S P #2 4' 7" 7' S" 8' 0" 6' 9" 9' 6" 10' 6" 11' 4" 13' 10" ' " 14' 0" " 14' 0 ' " 0 14 ' ° ~ #3 4' 5" 7' 1" T 1" 8' 9" 9' 3" 10' 6" 11' 0" 13 10 14' 0 14 0 ' " 14 0 " ' ~ D F L STUD 4' 5" 7' 0" 7' 0" B' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14 0 0 14 STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 8' 0" 10' 6° 10' 9" 12' 5" 12' 5° 14' 0" 14' 0" DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 870// AT EACH END. MAX WEB TOTAL LENGTH IS 14'. VERTICAL LENGTH SHOWN IN TABLE ABOVE. 2X4 SP OR DF-L j/2, OR BETTER DIAGONAL BRACE; SINGLE OR DOUBLE CUT (AS SHOWN) AT UPPER END. coNNECT D[acoNALAT ~y ~ ~ REFER TO CHART ABOVE FOR MAX GABLE GABLE TR[TSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWODD OVERHANG. ATTACH EACH "L" BRACE WITH lOd NAI[. (0.128"x3" min) * FOR (i) "I:' BRACE: SPACE NAILS AT 2" O.C. [N l8" END ZONES AND 4" O.C. BETWEEN ZONES. ** FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. [N t8" END ZONES AND 6" O.C. BETWEEN ZONES. "L" BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. MIDPOINT OF VERTICAL WEB. REF ASCE7-05-GAB12030 •'WARNING'• READ AND FOLLOW ALL NOTES ON THIS SHEET! ter Lo a ollow n d b i R i t lli ~ ng an rac ng. a ns a Trusses require extreme care in fabricating, handling. shipping, f in ti i to f t ` 1 t per g ces pr or e y prac BC51 (Building Component Safety tn(ormetion, by TP! and WTCA) for sa these functions. Installers shall provide temporary bracing per BCSI. Unless noted Lherwise, t chord / /09 MATE L/ 1 1 shall have properly attached structural panels and bottom chord shall have a properly attached rigid installed er CSl ll have bracin f b h t l i t t^' G A12030050I09 DR p g we s s e era restra n o ceiling. Locations shown for permanent la info mation f t ' U . or more r s general no es page sections B3 & B7. See this job ••IMPORTANT•• FURNISH COPY OF TH15 DESIGN TO INSTALLATION CONTRACTOR. deviation from this desi f ibl • ~ C~A• ~~~~// ~~ j; Building CAmfwnenis Group Inc. ar any e ITW Building Components Group Inc. (ITWBCG) shall not be respons any failure to build the truss m conformance with TPI, or fabricating, handling, shipping, installing & ~ ~ ~ CE ~ Cr• • • bracing of trusses. ITWBCG connector plates are made of 20/IB/18CA (W,H/S/K) AST61 A853 grade 37/40/ (~. r~ [, C AX V'Q P~.J`F TO1 LD A S) galy. steel. Apply plates to each (ace o[ truss, positioned as shown above and on Joint Details. (K/W/H ` ` , . . . A seal on this drawing or cover page indicates acceptance and professional engineering responsibility solely ty (l ~f~f Ju IU 'r O(lN~• 512 I 1 U 7 for the trues component design shown. The suitability and u e of this component for any building is the s ~ esponsibility of the Building Designer per ANST/TPI l Sec. 2. iTW-BCD: www.itwbcg.com; TPI: www.tpinsteom; WTCA: wwwsbcindustry.com: iCC: www.rccsate.org y i* : 1{ SPACING 24.0' X Earth CNy MO 83045 ~ ~T~z _._ . BRACING GROUP SPECIES AND GRADES: #3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1° ' " GROUP A: STUD 3' 4" 4' 10" 4' 10" 6' S° 6' S" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" " ' 13 1 " ' SPRUCE-PINE-FIR HEM-FIR STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8" 7" 11 8 8 11 1 2 STANDARD 2 STUD #1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4' 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" ' " 3 STUD 3 STANDARD #2 3' 8" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14 0 #3 STUD 3' 6" 3' 6" 5' 0" 4' 11° 5' 0" 4' 11~~ 6' 7" 6' 6" 6' 7" 6' 6" 8' 4" 8' 4" 8' 9" 8' 9" 10' 3" 10' 2~~ 10' 3"__ 10' 2" 13' 1" 13' 1" 13' 9" 13' 9" DOUGLAS F[R-LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9° 8' 9" 11' 11" 11' 11° STANDARD STANDARD ' " ' " ' " ' " ' " 9' 6" 9' 9' 12' 6~~ 12' 11" 14' 0" 14' 0" 1 / #2 3 11 6 9 11 6 8 0 8 2 " ' ' " #3 3' 10" 6' 0° 6' 0" 7' 11" 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 0 14 14 0 STUD 3' 10" 5' 11" 5' 11" 7' 10" 7' 10" 9' 6" 9' 6., 12' 3'~ 12' 3" 14' 0" 14' 0" GROUP B: STANDARD 3' 10" 5' 1" 5 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6° 10' 6" 14' 0" 14' 0" HEM-FIR #1 4' 3" 6' 9" 7' 3" B' 0" 8' 7" 9' 6" 10' 3° 12' 6" 13' 6" 14' 0" 14' 0'. ' " 1 & BTR #2 4' 2" 6' 9" 7' 3" 8' 0" B' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 0 t4 ' " 1 #3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14 0 STUD 4' 0" 6' 1" 6' 1" B' 0" 8' 0" 9' 6" 10' 0" 12' 5° 12' 5" 14' 0" 14' 0" SOUTHERN P[NE DOUGLAS FIR-LARCH 3' I1" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0° 1 1 STANDARD " " ' ' ° " ' " ' 2 2 #1 / #2 4' 4" 7 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9 13 10 14 0 0 14 0 14 VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN 11' 8" 3X4 GREATER THAN 11' B" 3.5X4 REINF ME -~`~ PLATE SIZES I' ~-tm GABLE TRUSS -y-~ D u 1 AIZ,1 REFER TO APPROPRIATE ITW GABLE DETALL FOR A ~j f-i y~ 111 MINIMUM PLATE St2ES FOR VERTICAL STUDS TRUSS DESIGN FOR PEA . OR LJE~TIJ-IN VERTICALS Q REFER TO ENGINEERED r+ SPLICE. WEB AND HEEL PLATES VERTICAL PLATES OVERLAP. USE A ' COVERS THE TOTAL AREA OF (~~ 0iF GABLE THAT SPAN THE WEB. pBOOT~ ~ SINGLE PLATE p1,pTES TO 11 THE OVERLAPPED / ~ zxa zxa ~~ ~. ~ EXAMPLE: ~X4 ~ BuitBifr4 CortWohaMs Group (rw~ Eadh GRy--~- ••T" REINFORCEMENT ATTACHMENT DETAIL ^T" REINFORCING MEMBER ••T^ REINFORCING MEMBER ENDNAIL -OR- TOENAIL MEMBERS, 0 ••T° REINFORCING FROM "L T GTH (BASED ON TO CONVERT By LEN MULTIPLY 'T INCREASE -ETAiL}. APPROPRIATE ITW GABL ' EINFORCED GABLE VERTICAL ALLOWABLE TOPRTO BOTTOM CHORD. MAXIMUMIS 14 FROM "T" WRAC, LENGTH INCREASR' W~ ~tEB LENGTH •,T, WIND SPEED "T" RE[NF~ INCREASE MBg. SIZE AND MRH 10 140 MPH wB 50 SPECIFIED DN THE ENGINEERED TRUSS DESIGN. PROVIDE CONNECTIONS FOR UPLIFT ATTACH EACH '^T" REINFORCING MEMBER WITH ' 3 °,MIN) NAILS AT 4" D.C. PLUS END DRIVEN NAILS: lOd COMMON (0.148'X BOTTOM CgORD- (4) NAILS IN TOP AND 4, p C PLUS TOENAiLED NAILS. .MIN) TOENA1cHORD. 10d COMMON (0.148"x3'. gOTTDM THE APPROPRIATE ITW GABLE DETAIL FOR ASCE (4} TOENAILS IN TOP AND THIS DETAIL TO BE USED WITH OAD- pgTAIL DRAWINGS A1001598D109, WSND L 96 GABLE AL1015980109. ASCE 7- x11030980109, x10030980109 A1301598D]09, x12015980109, x12030980109. A10015D20109, x14015024109' x13030980109, TAIL DRAWINGS x14030020109 ASCE 7-02 GABLE DE x11015020109, x10030024109, A1201502D109. x11030020109, x13015020109, A1203002010gWiNGS x14015050109, x13030020]09, DETAIL DRA x10015050109, x14030050109 ASCE 7-05 GABLE p11015050i09• x10030050109. x120150501D9. x11030050109, x73015050149' x12030050109, A1303005010W GABLE DETAIL FOR MAXIMUM GABLE VERTICAL LENGTH- SEE APPROPRIATE IT UNREINFORCED _ and follaa ~ Refer t [°„rmine SHEE9'~ n instaslling and bracin6~ top chord r NOTES ON THIS . anhdippi B. for a~ Unless ototed otherr's°~ P~ d _ FOLLOH nLL hnndtu~8. n rt CSI ••KARNINO~' xe~/ carer ~ntormep6 bracing per HCSI. o proPaTin attaone extreme ton' by TPt bracin6 Trusses qur Component Sa[etY provide t,e~ l9 rarY ~ttom tchord shall have slatted Pa BCS{ (Bnildln6 a°eatramt o web RSna E (nsaallers she ctural Pa ~ formation. these tune r°n perlY ltachto Permanent late tes pa8a (°r m°re ceall have PrD. ti s General no CONTRACTOR. this desi8n. lin8~ Locatr°ns sSeenthis 1° TO {NSTAbtAT[ON bl for nY deviatien from tallln6 & 40 BO t beo resP°nsi a handling. hIPPmB• ins B7/ J sections H3 & B7. COPY OF THIS DESIGN swell r fabncatrn8, ~STU n853°~rade is lel FURNISH GrouPrRn°~ (Ft'gBCG) cet)~~FH. d a W9HJS/xe dmnt De o ••IMPGR•CANT•• on[ormance de of 20j18ft~A ~ hewn b°OrinB Tas sbttit. Y ITW BuHding Come°nents truss t na Inge pon'idin6 is the a Y failure to budd theNBCG connector Plates a of truss. Posi io Far any h face °o lance sus protessionol en8 bw rates to i aC ° mponent bcacin8 I trusses tT APP1Y P 'ndtcetesn Lebilty and a of this f orb IxJW JH.S) Baly. teel.n or cover s a8a The s TPf t Sec. 2. try.com: ICC, drrrr.ieosa e. A seal on thrs dras+rnBnt destBn h°wn ANST/ wN.rr.sbcindus for the truss of mhe BuHdinB D~~pipstcom: ftTCA: ITWp BCG: iliwtY~.it+rbcB.com: TPI= ~• ' pq~lo. 62212 ~.. 140 Mr rr 30 FT 2x6 10. 130 MPH 2x4 2x6 % 50 15 FT 10 H 1 2x6 % 30 FT % 1D 120 MPH 2x6 50 % 15 FT 2x4 10 12D MPH 2x6 40 % 30 FT H 1 iD p % 15 FT 2x6 2x4 L 110 MPH 2x6 50 30 FT 20 100 MPH 2x6 30 15 FT 100 MPH 2x4 10 % 4D 30 FT 2x6 2x4 20 90 MPH 2x6 % 2D 15 FT 2x4 20 90 MPH o..a __30 EXAMPLE'. 100 MPH Kzt - ASCE WIND SPEED - - 30 FT, 1.00 MEAN ROOF HEIGHT •, D G SP #3 GABLE VERTICAL - 24BER SIZE 2X4 1.10 LING MEM ABOVE) = 107 = ^T" RESNFOR FROM ^T" BRACE INCREAS ~,ENGTH = 6 7 (1) 2X4 .,L„ BRACE GABLE VERTICAL LENGTH ••T" REINFORCED 7„ - T 3" MAXIMUM 1.1D x 6' REF LET-~N VERT DA`~E 1~1~09 ppWG GBLLE 60 PSF TpT. LD. FAC. ANY SpACIN '" '~ ITW Building Components Group, Inc. 1930 Marley Drive Haines City, FL 33844 Florida Engineering CerEiflesu of Authorization Ntunber: 0 278 Florida Certificate of Product Approval # FLI999 .Page 1 of 1 Document ID:ITSE23S-Z03 101 3 171•Q rru5s Fabricator: lumber Un l i m led ~.'.•.,°,;~ ~,~. .toe Tdentifigation: 94108A- (G1NflRY HOMES )151. CLUB DR j DUVAL CTY. -- ATIAPlTIC BEACH.-~'FL ~~?d`1'0 ~ ` , ~ ' Truss Count 26 _ ; . , IvlodeiCoaa: Florida Building Code 2001 and 2009 Supplement .= ~~~:'~ -~ ~ T~ criteria: FBC2007Res/TPI.2002{STD} ~, ^~ : ~ ~= W.- Engineering `5Qflrovare: Alpfne Software, Versions 9.01, 9.02. ~ " "~-~ ~~' structural Enginccr ofRecard: LUIS PQNT1Gtt 5331I ~, w:. w.r --~ " V` "-- ' `= ~~~~ Aadr~s: 49fiOSC€4CA AVE JACKSONVILLE, FL 32250 '-„";-~ "~ .~ ,., ~~ ~~ Minimum Design Loads: R04f - 42.0 PSF (~ 1.25 Duration %, ~ ;,,~'~ ~;, ~ 4 ~ Floor. - 55.0 PSF ~ i.00 Duration e-;,~,~ "~ '~~ - ~y ' diind - 120 MPH ASCE 7-05 -Closed ~ ``~~-- ~ ' Notes: ~ !., S~,patewQ6~rl$009 -,:" 1. Determination as to the spitability of these .truss. components for the '`°`~~-~ structure is the respdnsibitity of the building designer/engineer of -TrussDesignfinq~itmer- record, as define d,fih ANSI/TPI 1 larttesF Cd~saJr. 2. The drawing :date th shown on this .index sheet must match the date. shown FtoridaLicer~mber: 62212 19so'~arieyDrive an e individual truss component drawing. Hat»ity, FL 33844 3. The loads indicat ed on all referenced girder trusses aPe consistent with the truss~l'yout provided by Lumbe,rUnlimit ed for thea;bove referenced dab ident4ft;:a~tion. loads a~pplie~~'non-truss elements-.and basi c load parameters are to be reviewed and approved by th e EOR~lding designer. 4. As shown on ettache.d drawings;. the ~rawingnu~be~r is~pre~eded by;tiCUSR235 °~~~ Details: S'fR9RIBR-A1241505-GBLLETIN- ,~. a1. Qdf n....... a..~a., .. n_.. ..e__n w_s.-_ ;~°:. , 1 32x04--F1 2 32305-•F2` 3 32306--F3 4 32347--F4 5 32308- -f 5 wr ~! 6 323.0:9--F6 7' 32314--F~ S 323.11--FS 9' 32312--F9 14 32313--F10 I1 32314--F11 12 32315--F12; 13 38316--F13 14 32317 - y€`14 15 323~~=`=F15 16 ~83~9--F16 ~12_~'320--Fil I9~"3232I--F18 _.~'9 32322--F19 ~~20 32323--F2D 21 32324--F21 22 32325--F22__ <_ 23 32326--F23 -.. Y - 2~4 3231- . ~5 323z~-- ~2fi 3232:- a 44151D42 ti6f1oJo9 09161043 ~f36/10j49 ~0~i6~t~~~,.`06/10 jD9 0916.5 46j10/09 Qg1$`~.D46 06/10/09. $~I61D47 06/1OJ09 `'09161.448 46/-10/09 09161D49 4510/49 .0916.10.50 46j10/49 09,61051 06 J lO f 09 , , - r~..41$1tg~2 ~44]:14/4g 09~51.t't~5. ;46 f 10/{19 0916Y4~6 06/10/09 ,:09161057 06J14JD9 x`.49161458 46/;10/09,. 69I619'S9 O6f10j09 09161061 DSj~DJ.09 ~~9161062 06 j`1D/09 A9161087 ~ 06 J;10/49 09161D68 a6j10/09 D9161D70 O6J~14/49 ~= 09151071 Q5/1Of09 09161072 05J;14/09 ; 09161073 06/10J09 49161.075 06/:10j09 09161076 06 10 09 rf•.. - _ ~ ~ ,t x ~. - - __,____... - s.t.ar,u~.~,. ;~~~~ IH1J UWU YKtYAKtU tKUM I,UMYUItK 1WYUI (LUAU) 6 U1MtNJ1VTV J) JUtfM111tU tlY IHUJJ MFK. (94108A (LENDRY HOMES )151 CLUU UR/ UuvAL cir. AiLnnilC ntncn, rt rI Top chord 4x2 SP ~2 Bot chord 4x2 SP ~E2 I Webs 4x2 SP 1f3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ', CHORD SPACING(IN OC) START(FT) END (F T) TC 120 0.25 14.96 BC 120 0.25 14.96 3X3= 1.5X4 (R) 1 2 8 R=109 PLF W=14 7 4 Jee detail JIKtiKItiKU4Uy for orac~ng and bridging recommendations. Gable end supports 8" max rake overhang. Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 15-2-8 Over 2 Supports Note: All Plates Are 1.5X4 Except As Shown. Design Crit: FBC2007Res/TPI-2002 (STD) PLT TYP. Wave FT/RT=12%(0%)/5(2) 9.01.0 ~ TY:l **WARNING"` 1RUSSES RE DUIRE F%TRE MF_ CARE IN FARRICnTION, IIA NDLING. SHIPPING, INSTAI LING nND BRACING. REFER i0 BCSI (B II II III NG COMPONENT SAFEIV INFORMATION), PIIBLI SIICU BY FPI (TRUSS PFAiE IN$lIIN1E. PiB OF AMERICA 5J00 TR I NC . ~~( , NDRIIi LCC STREET. SUITE ll), AIE%nNDRI A. VA. 22]14) nND WTCA (WOOD l SS COU II ENIERPRI SE LANE, MADISON. WI 53]14) FOR SAT(IY PRACI[CFS PRIOR TIT PERFORMING THE SF FIIN CilONS. UNLESS ~ ~ •~ OTHEftWI CF IND[f.AIFD fUF CHORD S11 AIL HAVE PROPERLY ATTACHED SiRUCIURAL PANELS AND BITT TOM CHORD SHAH IIA VC A PROPC RLY ATfAC HED RIGID CFII ING ~•~~ `Q . ~ J~ w'0.~~+~ a' 1' 1 **IMPORTANT"`F URNISH A rorr of rHis DT SIGS to luE INS~AII ATIGN cDNIRacTpR_ nN Rcc, ulc. cHAEt NDT ANY FAIIURF i0 9LIIID THE TR1155 IN COMfORMANCE WI 111 P N IRIE FOR NV V T ON FR M 1H15 DfS GN ~* S A L P I N E : RF HES O S DE IA I O I SIIIPP[NG INSTALLING A flRACING OT TRNSSES TPI DR ARRI AIING II NUIING . . , RY FAPA) ANR iPI. I1W RCG F PR(IV35IONS Of NDS (N iION L U(SIGN SPEf DESI N CTNF RM HII11 PPI ICAflI STATE OF , . . NiC C1OA PI If.. ARf t. t. OT 7(1/lH/]-GA (W H/SS/K) ASiM A. St GRADE 41/(TI (W K/H,SS) C IV SIEE1.. IPIV ^^ ~• r FI AIES I T C11 T fF ff IR155 ANp TNEC SS TIIE RWISF L1 ATED ON THIS DF51 GN P SIfIDN IFR LR NINGS I.DAZ AA ••~^~OR,A `•i ~ Ilw Building CiOIOpOOB(IfS GlO /~ ] A H31I1C$CI()', FL 33844 FL COA #0 278 IIp IOC. NY INSPE 1 N f'F PI FS FOLlO D 8 ( 7 H 1 PE PFR NNF% U C- iPI12002 L .3. SC AL N THIS IRAWING I DI .. IFS CCH I NCT F IR-F FSSI IN AL (NGiNLL .1 C RF SP JNSIfl II TTY S IEIY FOR I C RIISF GUM P(RIFNT IIFSIGN S THN THE L IIARlI.IT ANTI II SF (.F THIS IOMPf. NI NI TOR ANY BIII LDIN6 IS THE RE SPHNSIRIt.IIY DT IHF RIIII DI Nf. DTSIGNLH PFR ANSI/TPI 1 CC. Z. ~~ ~( VV~~ ` .... Jdn ~~ONA 3X3= 1.5X4 (R) = 11c6 0 8 9 8 R=53 W-7.25" FL/ /4/-/E TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale =.5"/Ft. REF R235-- 32304 DATE 06/10/09 DRW HCUSR235 09161042 HC-ENG DLJ/DLJ SEON- 222129 FROM RCT JREF 1TSE235_Z03 2X4111 3X3= 3X3= 2X4111 IH1J UWU NK tf AKtU FKUM I,UMYUItK 11VYU1 (LUAU) 6 U1MtHJ1UNJ) JUtlM111tU tlY IKUJJ Mh N. (94108A (LENDRY HOMES )151 CLUB UK/ UUVAL clv. AItAfVitl. Utncrl, rt rz Top chord 4x2 SP ~2 Bot chord 4x2 SP ~2 Webs 4x2 SP ~3 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 6 7 4 15" Typ. 4X4= 1.5X4 (R) = 3X4= 3X3= 1 .5X4 III See detail STRBRIBR0409 for bracing and bridging recommendations. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 115 0.25 14.96 BC 120 0.25 14.96 24" 7 4 -I 1.5X4 111 3X3= 3X4= 4X4= 1 2 8 1 .5X4 (R) 1 1~ 6 0 8 9 8 R=824 W=7.25" 15 2-8 Over 2 Supports Design Crit: FBC2007Res/TPI 2002(STD) PLT TYP. Wave FT/RT=12%(0%)/5(2) 9.01.0 **HARNING** TRUSSES RE DIIIRE f%iREME CARE IN FnBRICArION, NAN DI-I NG, SHIPPING. INSI All INf, ANp DRALING- REFER 10 pf.5[ (BU II UING f,OMPDNF NI SAFE fY INr ORMArION). PURL ES HED BY rPl (TRUSS PLATE INSTI rIIiE. 210 NORTH LEE STREET, SUI1L ~L2, ALE%ANDRIn, VA, 2231A) nNU WTCn (HOOD TRUSS COUNC II UI AMERICA. 63D0 FNICRPRISE LANE, MADISON. WI 53119) InR SAFErY FR nt:T ICE[ PRIOR 10 PERFORMING THESE rIINCTIONS. II NI ESS OIMERWISE INDICATED LOP CNORO SIIALL HAVE PRO P(RLY ATTACHED S1RUfi URAL PA NFIS AND BOTI OM CHORD SHALL HA VF A PROPERLY ATiAf HED RIGID C.f II LNG. ~ *IMPORTANT**F U2NI SH A caPr of rHis ueslGx rD InE Insrnu_nn Lx cDN ranclDR. Iru BLG. IrvC. suAl-I. Nor A L PIN E *BE RFSPONSLBLE FOR ANr DCVIAr10N FROM THIS DESIGN; ANV FAIT-LIRE i0 RD 11.0 THE rRUSS IN GONFORMANCF WITH s ^ !I'1: OR F BRIC iINC.. HANDLING. HIPPING. INSIArLiNG R RR LING OF iRLS ES. Uf SIGN C NF(RN Wl tll PPL iI;n BLF PR(IVISION Df NUS (NATIONAL DE SILN SPF C, HY F5P ) PNL) IP1. IrH BLG .~ ON NELrOR RLAIFS ARE MADE DF 1O/ID /1fiGA (41.11/SS/K) ASIM FSI GRADE A(1/Gf) (W K/H,SS) L IV SiF E1.. APPLY VI ALES 1( E Cfl FALF (F 1RUS5 qND INLESS Or HF RWI SC LOL TED DN THIS DESIGN. PC.IiIDN 1'CR DR WINGS lGOA J. ANV INSPECr10fl OF PI HIES IOLLOWED DY (i) SIIALL Bf PER NNFX A3 DF IPI1-2002 E'. 3. SCnL ON 11115 ~~1'1V BU~~d/l19 COrt1P0lIQlifS Gt01/p LAC. DItAWI NG INDI CA TES nCCFPiF NfF DF PROFESSIONAL FNGINCCRING NESVONSIBILIIY SOL FIY FDR 111E INI SS LOMVONt NT HaineSCity,FL 33844 DRSIGx sHOWN_ rHF sunADlurr nxD usE of nns coMROxENI FnR n°r BunDINC a nlr_ RESVONSIBUIrv of nlr FL COA #028 Bu uDING uFVGNER PER n°n /rPI I xc. z. Ju R=824 W=6.875" OTY:8 FL/-/4/-/E/-/ Scale =.5"/Ft. No. b2212 : r STATE OF ;'e,; TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" REF R235-- 32305 DATE 06/10/09 DRW HCUSR235 09161043 HC-ENG DLJ/DLJ SEON- 222131 FROM RCT JREF- 1TSE235_Z03 2X4111 2X4111 IH1J UWU NKtYAKtU YNUM t,UMKUItN 1NF'UI (EUAUJ 6 UIMtN71UN7( SUUM111tU tlY INU77 MtK. (94108A (LENDRY HOMES ) ibl CLUtS UK/ uuvsa~ 1, l Y . H I lH1Y l 1~. o~r+~~~, ..~ Top chord 4x2 SP 2 Bot chord 4x2 SP ~2 Webs 4x2 SP ~3 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 6 7 4 15" Typ. 24" See detail STRBRIBR0409 for bracing and bridging recommendations. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) STAR7(FT) END (F T) TC 119 0.25 14.28 TC 119 12.30 14.49 TC 119 14.28 14.64 TC 119 14.49 14.64 BC 120 0.25 14.36 3X3= 1.5X4111 4X4= 1 .5X4 (Rl = 3X3= 3X3= 1.5X4 III 128 2 X 4 III R-798 W=7.25" 14-7-10 Over 2 Supports STD) TPI-2002 R ( es/ Design Crit: FBC2007 01 RT=12%(0%)/5(2) 9 FT PLT TYP. Wave . / **WARNING** iRliS SES REOHIRE C%fRFME CARE IN FAHR ICAIION. HAN DI ING. SHIPPING. INGTAI LING ANU URAf.t NG. REFER TO BCS] (BUILUIN6 COMPONF NT SAfF FY INFORMnTION), PURLISHEp BY iPl (1 ROSS PLnTE INSTITUTE, 216 NUR T11 I. EE SiREEl. SUIIC 319. ALEXANDRIA, Yn, 22314) ANU NiCA (H OOU TRUSS C011NCIL OF AMERICA, 6300 (.NiI.RPRISE IANE, MAUfSON, WI 53]14) FOR BAFFIN PRAI:i IDES PRIOR iD PERFORMING IIIE SF FIINCIIONS. IINLE SS ~ OTHERWISE [NpICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED SiRH CTURAL FA N[LS ANU ROiT IM LIIORp SH AIL NAVE A PROPCRLY ATTnGMFD RI6 Tp CCIL[NG. :*IMFUR7ANT**FURNISH A f.OPV OF THIS UC SIGN TO THE INSI ALLAi10N CONTRACTOR. IlW Bf G. IIIC. SH AEL NOT 1/{ 8F RESPONSIBLE FOR ANY DEVIATION FgOM 11115 DFSiGN: ANY FAILURE i0 6UIL0 TIIE iRUGS TN COME ORMANCE NIIH A L P I N E IPI~. OR FaGRI CAIING. LIANULING, SHIPPING. INSI nL 1.1 ND b GRACING OF IRDS SF S. UE SIGN fONFURMS KITH AP PI.I CABLE PROVISIONS OF NUS (NATIONAL DESIGN SPE f,. BY AFBPAJ ANU TPI- IiH BCG CONNECT )R PI ATES ARE MAUC OF 9O/16/16GA (H M/SS/KJ ASIM A(S} GRAUF UO/50 (N KJH Sti) GAI V. SI ELL APPLY PI AiEC Tf EACH FACC UE TRUSS ND, IINLE SS OiHERNISF 10CATEp ON iN IS OF SIGN POSH L0N PFR DR Al.l N6S Ifi OA Z. I~BUI~(//ItIJ CO/IIPOIiBII($C+~OI~ HamesClty,FL 33844 U FL COA #0 278 p ~Iifi~ ANY TNSPECIION DF PI ATES FOLLOWED BV (i) SHALL BF PtN ANNC% A3 OF IP11-2009 SCC.3. A SE AI UN TII1G DRAWI IIG INUICnIfS AffFPiANCF OF PFOTf SSIUNAI ENGINEERING RE SPUNSIRILIIY SOC FI.T FOR 11C IR USS COMPOFlI Ni DESIGN SIIONN. IHL SUIIAOIIITY ANU USE OF IIIIS (:OMPONENi FUR ANY BLIl101NG IS THE RFSPVNSIBILIIY OE 111E 9UII DING DESIGNER PER ANSI/TPI ] SEC. P. 5X4= R=797 W=3.25" FL/-/4/-/E/-/ 0 3 0 ~- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" ~10~8 1 6 0 ~8 Scale =.5"/Ft. REF R235-- 32306 DATE 06/10/09 DR W HCUSR235 09161044 HC-ENG DLJ/DLJ SEON 222164 FROM RCT JREF 1TSE235_Z03 0 6 3X3= 3X3= OTY:5 ~ •~~C~NS~r•,' .:~ No.yyb2212 •~~ It ~ "~ STATE OF ;'~ • :~~ O R1VP'tt1~' ss~vNni~c~ Jun IH1J UWU YKtF'AKtU hKVM I,UMYU~tK 1WYU1 (LVAUJ /4 U1MtIV J1UWJ) JUtfM111tU tlY IKUJJ MhK. (941USA (LtNURY HUMt~ )iii t,~uo un~ Top chord 4x2 SP ~2 Bot chord 4x2 SP 2 Webs 4x2 SP ~{3 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 6 7 4 15" Typ. 3X4= 1.5X4 (R) = 3X3= 3X3= 1.5X4111 1 2 8 See detail STRBRIBR0109 for bracing and bridging recommendations. IN LIEU OF STRUCTURAL PANEFS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 115 0.25 14.69 BC 120 0.25 14.69 24" 6X6111 4X6= 10-4-0 14-11-4 Over 3 Supports R=683 W=7.25" R=495 W=3.5" R=533 W°°5.5" 1.5X4 (R) = 1 6 0 1~ 898 n Crit: FBC2007Res/TPI-2002(STD) Desi " g 01 9 2 5 OTY:4 0 F L /-/4/ -/E/ -/ - ale S =.5 /Ft. Wave PLT TYP ) . ( FT/RT=12%(0%)/ . c . **WARNIN6"' tRNS5E5 REOU72E E%T RE MF f.ARF IN FNBRICAEION. HnN UL ING. 5111 PPING, INSinLLING AND ,1R nC,NCi. 21N TRUSS rl AtF INSTiiU iE r TPI D ~~~~ ( ~ T C L L 4 0. D (' P J F R E) R 2 3 5 - '7 3~ J D 7 , ( B REFER tU 9CS1 (BUILDING CUMI'UNE NT SAFE 7Y IHI ORMAIION), PUBLISUi 22314) AND W1GA (HOOD LRU 55 COUNCIL DE AMC RICA, G300 Vn E%ANDRIA ~ ~ ~ (` T [ (~ D ~ , , NUR III LEE SfRFt 1. 5111 If 317. AL MADISON, WI 53]19) FOR SA(FIY rRnf.i ICES PRIOR IU PE RE (1RMINC THE SF IUNf.i IONS. LINLE CS ENTERPRISE LnNE • ~. v T C D L 1 D 0 P J F D A 11_ D U / 7 0 / . OIHERHISC INULCAIEU lOP CHORU SHALL IIAVC PROPERLY nLInCHED S1RNC iIIRAL PANELS AND BOIIOM CHORD SHnLL HA Vf . ~ ~~ 1;~~ A rRDrE2Lr nnncnrD Rir,,D cEUINC. . BC pL 5. 0 PSF DRW HC USR235 09161045 si~nu Net IIU nce Inc 3flncloa N " , . . coN EURNI Sin roar DE nns DE C,GN rD n~E tNSinunn D **IMPORTANT RL ResrDNSINiE EDN nNr DEVInE~ON ENUM ,NIS DESIGN: nNV EA,~~INE EU PU,LD .NE IRI~tt IN LDHhDaKnN~E Nile ; STATE OF ~~ B C L L 0. 0 P S F H C- E N G D L J f D L J A L P I N E TPI'. OR Fn°RICnTING, ]IAN DI ING SHIrPING. INStALLING R RRn f,ING 01" IkOSSF S. DFSIf,N f,UN1DRMS NI 111 nr PI IGn NIF PRUVISIUNS Of NUS (N IONnL UESIGN SrE f,. BY ERrn) ANp 1RI. I1H NCD C MAIZE DF )(/18/LFGA (N.11/SS/K) A 1M A(53 GN UE 40/F° (W K/H SSj GALV SILFL- APPLY UNNEGiOR PLATES AP f ,o /~ ~_ •../~/ O R1OPf~ ~[ ` T O T L D ' ~j " 5 ' 0 T P S r C _ " E O N 2 2 2 1 + 3 5 . , RLATEG 10 FnGH FAfL Oi IRDSS ND, If IILk SG 01111. NW{GE lt1CglFfl ON IBIS TIE SIGN rD. IiIDN PER URnNINGS IfiUn Z. ( `w ~ ~ T r I t I AN. INSrE E~DN ,E ~~nEEt EDLI ID °r ,;, SNALL NL rLN ANNEx n3 DE Ivn?ooz E. 3. a SL AI ,N EN~s ENGINEER ING RC SP(NC lftll TIT LLIY TOR IIIE 1P USS C-.HPONE NT ON ` S/pNAI~ DUR . FAC. 1. 00 FROM RC l 0UP 5 Ari. ~Tw BUdd/ng COmponen Haines City, FL 33844 FL COA #0 278 AL DRAWING INIII (:n iLC AfCEPIA N(:E L IRU EF SCI DESIGN SN[~MN. TIF DUI IA RI~IT ND USE 01 IIIIS CUHrUNENI FON ANY °lll LD 1NG IS iHt RE Sr ONSIRII IIY Uf 111E yp,LDING DCS~GNEN rLN AN~,~,r, , z«. ~. Jun SPA CING 24 .0 " JREF- 1TSE2 35_Z03 4 0 3X3= 3X3= 2X4111 1.5X4111 c~4111 IHIJ UWV YKtYAKtU YHUM I,UMYUItH 1WYU1 (LUAU) h U1MtIVJ1VWJ) JUbM111tU tlY INUJJ MhH. (741Vt5H- (L CIV UI(Y MUMt~ f 1~1 LL U[3 UI(~ UUYHL 1.1 f - HI LHIVI ll. [SL HI,U, CL - I-7) Top chord 4x2 SP 2 Bot chord 4x2 SP ~2 Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. See detail STRBRIBR0109 for bracing and bridging recommendations. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START (F T) END(FT) TC 717 0.25 14.69 BC 120 0.25 14.69 J 24 _~ 6 7 4 6 4 0 75" Typ. 4X4= 1.5X4 (R) = 3X3= 1 2 8 3X3= 1.5X4111 1.5X4111 3X3= 3X3= ~ 14-11-4 Over 2 Supports R=809 W-7.25" 4X4 1.5X4 (R) 116 0 8 9 8 R-809 W-5.5" Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT/RT=12%(0%)/5(2) 9.0 1.0 OTY:8 r F L/ /4/ /E/ -/ Scal e . 5" = /F t . •*WARNING`* TRUSSES REQULRE E%iREME CARE IN FABRICA iI ON, HANDLING. SHIPPING. INST ALE [NG AND BRACING. / ` T C L L 4 O O (` P F R F F R 2 '] 3 5 '']] 'J ~J 3 2 O H REFER TO BCSI (BUIEDING COMPONENT SAFETY TNT ORMAIION). PH REISHED PY TPI (IRIISS 1'1.A TE INSil TI1TE, 21P ~1 _n •• . J J NORIII LEE SLREET, SU11[ 31), AI.E %ANpRIA. VA, 22314) AND WiCA (HOOD iR 0S5 COUNCIL OF MERICA, fi3U0 ENTERPRISE LANE. MADISON, NI 53]ly) FOR SnFETY PRACTICES PRIOR 10 PERT ORMING 111E ST IONCTI )N <. ONI TSS ~; ~ ~/ ", ~ T C D L 1 O O P C F D A T C O C / 'I D / D (1 OTHERWI SF INpICATED TOG GHORD SIIALL HAVE PROPT RIY ATT A GIITO STRLIC TURAE PANFES AND BOTTOM GHERD SHALL HAVE V ~ • ~ J /1 L l1 1 7 A GROGERLY ATTnfHFO RIGIp CEILING. ` ~ No.52212 ' *xIMPORTANT*~ ~ ~ BC DL 5. 0 PSF DRW HCUSR235 09161046 A L P I N E FBRNISH A COVV OT tH15 OE SIGN TO THE INSTALLnTION CONTRACTOR. ITN BCG. INC. S11 AIL NOT RE RE SGONSI RTE TOR ANY IIf VIATION fPOM THIS OE SIGN: ANY IAiI TI RL. 10 RUILU THE TRUSS IN f.OMT ORMANCF WITH * : .~ ; B C L L O O P S F H C- E N G D L J/ D L J TH1: OR FABRICnTING. HnNDEiNG. SHIPPING. INSTALLI Nf. A BR of ING OF TRUSSES. ~ ~ : STATE Or 1 G DF SIGN CONf ORMS NIIII All LII'ABLE PROVISION} fF NOS (NATIONAL UE SI(N SPF1;, BV ERGA) AND TPI. TIN RCG fONNT (:TOR PLATES ARE M UE Of 1O/IB/iSGA (W H/SS~K) ASiM AF.53 GRAUk 4f/(D (N Y. /H,55) G L STEEL. API'IV r ~ ~~ ~ ~ ~~ T O T, L D 5 5 0 ~` P S F [ I~~T'I S L Q I' 2 2 2 'j 7 7 1 GL AI[S TO T CH hnCC OF TRUSS AND. UNLESS IiHERHISE LOCATED ON THIS pESIGN, GTS [TION DER ORANINGS 160A-J . •.~ ~ O R`p ~ . 177N Buildin Com vents Grou Ina 9 ~ P ""Y resPECTITN of GE res roEEONTn BY T;T sHAII RT PLB NNRx A3 or IGII zonz RRC_R_ A SEAT oN uns DRAWING INOI .AYES A CCPi NCF Of GG ~T FSSIONAL fNGINFE ING RC SGpNS[RIEI TY SOLCI.Y TON i 1F TRIICS COMPONE NI L OT THIS fOMP)NFNT FOR ANY BUIEDING IS THE RE 51 iNtIBIL1IY OT i11C U I T SE ~ ~ ~~ S(1 {~,O~A~~ /'1 D U R . F A C . ~ 1. 0 0 F ROM R C T ] /~~ HamesCEty,FL 33844 HECOn#0278 ' tNG DTSIGNfR NSI/TPI 1 SFf. RUILD GER Jun SP ACING 24 .0" JREF - 1 TSE2 35_Z03 2X4 III 2X4 III IH1J UWU NKtF'AKtU YKUM I.UMYUItH iNF'UI (LVAWJ 5 U1MtfVJ1UWJ) JUCM111tU tlY IKUJJ MtK. (94108A (LENDRY FIOMES )161 Guts urc/ uuvN~ SIT. -- Top chord 4x2 SP ~2 Bot chord 4x2 SP //2 Webs 4x2 SP #3 'SPECIAL LOADS (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.-1.00) TC From 100 PLF at 0.13 to 100 PLF at 14.81 BC From 10 PLF at 0.00 to 10 PLF at 14.94 TC 575 LB Conc. Load at 2.42 6 7 4 I5T' Typ. 1.5X4111 1.5X4(R) = 5X5= 3X3= 128 R-1298 W=7.25" HI LHIVI 1~. u ~ ~~ See detail STRBRIBR0409 for bracing and bridging recommendations. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START(FT) END(FT) TC 86 -0.06 14.38 BC 120 -0.06 14.38 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 24" 3X3= 4X4111 1.5X4111 3X3= 14-11-4 Over 2 Supports Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT/RT=12%(0%)/5(2) 9.01 .0 +xWARNIN~-.r• TRUSSES RE RUIRF F%TRFME CARE IN IA 9kItAliON. HnNDLING. SNIPPING, INSTALLING ANU BRACING. REFER TO SCSI (61111 DING COMPONENT SAl ETY INFORMnTION), PIIB LISHED BY TPI (TRUSS PI AtE INSiIiU TE, 91D flUR 111 LEE STREE i. SUITE 312. AI I.%ANDRIA. VA, 2231A) ANU RICA (N OOU 1RU SS COU NCII OF AVER Lf,A. 5]00 ENTERPRI SF IAN1, MADISON. WI 5]J1 O) TON SAI TIV PRnCTI CES PRIOR f0 PF RFORMING THESE 111NClIONS. UNLESS O THE RWLSE IND If,A TED loP f.11oR0 511 A11 HAVE PROPERLY A1IACIIFU SiR Uf,T UR AI. PA NCIS ANU ROI TOM CHORD SHALL HAVC _A. r A PROrE RLV nTTAGNED RI r,iD cF II ixG. **IMPORTANT**r uRNlse A co"v of rNls DESIGN ID no- INSTALtnn ON cowl NACiOR. IrW ecc, tNC. snnu ND] BL RE5PON5I9LE fDR ANY DEVIATION FROM IIIIS U[CIGN; ANV fAItURE IO BUILU THE 1RlI5S IN COMEVNMANCF WITH LLING 6 BRACING OF TRUSSES NS * S z ~ A L P I N E 7wBUl~f~l/If]riQ()Ipp/~2I1~5 C1~01/ Haines City, FL 3844 rL con ao z7s IIIF . TA TPI; OR FA6R [C ATLNG. IIANUI ING, SIII PPING. I Uf SIGN CO NFONMS WITH AP PI ICA BIF PROVISION. OF NDS (N Al10NAL UFSIGN SPEC. BY A(RP A) AND LPI- 11H BUG CONNE CI OR PLniES ARI MAUC OF 70/18/15GA (W N/SS/K) ASIM A65] GRAUF 40/60 (W K/11,551 GALV. STEEL AP PIY PLA TES Il EATN VACE IV TRUSS ANU. NNf-F SS OT Bf RWL SE L0f rt1ED ON IIIIS OESLGN 1.SIflON PFR DRAM Nf,S 1fi0A-Z ANY INSPECTION OF PLATES EOI L.WEU 9Y (1) SHAL I. BE PER ANNE% A] Of 1PIL 200E LC.3. A SF AL ON 11115 DRAWING INUI CAlES ACCFPIANC.F )f PN p1 LSS1UNnL I: NGINTTRING RFSVONSID IL fIY SULFLY TOR IIIF iR IISS COMPONENT OF SIGN SH OWN_ T11L SUIiAB II 1TY AND USE OI IH LS f,OMPONLNI TOR ANY BUILDING IS 111E RESPONSIOTLItY Of CNF 9U II DING DESIGNER PER ANSI /TPI 1 SEC. 2. ~ :• VVVI/`C`j, Jun 40 3X4= 4X4= OTY:2 Iwo. b22111~v~, .• STATE OF ;'n., R=895 W-5.5" FL/-/4/-/E/-/ 1.5X4 (R) 116 0 8 9 8 TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale =.5"/Ft. REF R235-~ 32309 DATE 06/10/09 DRw HCUSR235 09161047 HC-ENG DLJJDLJ SEAN- 222171 FROM RCT JREF 1TSE235_Z03 4X6= chv III F7 NTIC BEACH. FL AT LA p~VAL GTY. " S }151 CLUB DRS D$A-~tBNDRY HOME 4x2 SP 2 chord 4x2 SP 2 PURtl EtdD ~ chord 4x2 SP #3 OR RIG[D CSTAROT(~ ~E 12F13 Webs t pANEtS LIEU OF SIRUCTU SPACIN (DIN 0 ~ p.25 CN~RD 120 pine on Somanurn turer's BC based er fac Specified han9eRffarrpy.opernaPPlications. fill all nail holes. ote• lumber vcatalog Product son TNA422 or equivalent. R0109 for bra,,,,,, SP #2 suPP°'~ ee detail SZRBRIB calculated (1)4x2 }oad• = CJ) Hanger not t~240 total (N11 L~360 live and chord up• Qeflection meets as shown with top buss must be installed Hanger = S~mP 6 4 0 24R ~4-0 8 „ R Tvn. 1 3 1-6 0 2X4111 3X4= 3X4 1.5X4 (R) = 1 ~8 ~ 8 R=668 W-5.5~ 12-4 8 Over 2 Supp°rts R--681 PLT TY{ ALPINE 2002 (STD) g.pl. TP OO~Res~ C2 ~5 (2~ Design Crit~ FgFT RT=12°Ia ~O~~° IN ST AECINGN SN~TUTE"~;A SH 1FP[(~kH[S PI,PtE 11 ANOCING. Tpi ~F AMC P.tG itNC l VF 111 FABRICAISON• pUOI i~HEO BY COHtIC IC 111NC,T lON SA _ NOUO PFftSS NG INfp E UHORII Sf1A1 E NA }REME CARE NS ORI1Ai IO N1~ TIOM [% NT SAFETY I PNN NSGP l TO FORMI ANO ~ [RL15 s REOUlLOMP PAN[1 SE- nNE EA VP. PRP, " «NAR (B AEF NANDR 21Yt R1 FT EOES SR Pl1~i11P AL N4. ~H all NING` DIED IN SERI R loR sPFF Au P,a,ED - I Rf4CR TO BG GS _II}TE PRUPEREY ilU RLOG. 4 ORMAN SIREET. SH All HAVE ~I OR. NORTH tEl LANE. MPD IOPN LIIORO l1ON CONTRA IR1155 1N " „H Ito CLIL LN6- INSi ntln lO gU it9 IHL P4 nrl ENIf NI`0.I 5E INNICP HED RL6ID SO THE AND Mi aP A) A OtHERWl SE ITPC TNY tA1CU RC IRl`SSES 1 1, iv. sulnt5 vnAt CONY OF tttls pE5f6 {IHN~ lNC 01 PFC 8Y AF p PRUPE 0.lY A ~ DE- INC A 1GN - K'11~ - { FROM THi ,N, RR pAL OED P ART ANj~~FU AN YSH YlAll(1N MIPPiNC. S `~FP IIDS CNA1H AE~i~ URADF Ao Jf [ANN kD4[11N P.R Ilt + E 'COMP HIIk NI IM of 5 of Er.. s c 1 nR IMt F FORS PROVISION- % A- UN I1Y 1- ZUO 5 RSP ON<IRIL{lY 1 8F Rf Sf ON51PY- HAND Ii ABLE N.N !>~t ~ tiii AlED AT OF TPil iITCV E E Oft EPHftIPAT INC' nPP[It )NiI~~P t UtNERHi F AN NE% SNt iPl: RMS wIARf MADE OF Yl~ 11 NfFGS OF P{R. 1(NSIB IV.t IY IlG I~ NF [t GN CONFD AND. SH All )R ANV ¢l1ILUl tlF B ENCINtt 0.1NC P'1 S` Taos CD NNF LT OP. PI-ASES NENi 1t _~ ~r lPIE `' FOL IUNEH PROFE«1DNAtHit COM4 ti Tn EAU, FRCP ~ of aF 4 -iE ~ OTY :Z TCE ~E 40.0 PSF 1D 0 PSF ~.: TC OE 5.0 PSF L P ~: No.622'12 •v~ gC O E O.0 SF 5f* BCE l,` PSF ~ 55. * •' $TA'TE OF ~,yf(c~r TOT . EO ' 1.00 \+ C• A~fj••••.FCOR~~PU~ pUR . F A 24 0„ '~SSioNa~~`' SPACING Jun _ 5,. Ft. Scale ~ 32310 R~ R2~0; 09 DAZE p9161048 pRt~ NCn5R235 HC ENG DLJ~pLJ SOON 222139 FROM RCT 35_Z03 JREF- 1TSEZ IH1J UWV YKtF'AKtU hKUM I.UMYUItH 11VYU1 (LUAU) 6 U1MtIVJ1VWJ) JUt5M1iItU UY IHUJJ MYH ~>vtvoH-~L CIVUKY hUI`"ItJ /1~1 ~LUO UK/ UUVHL 1.11. -- HILHIVIIL [StHI.M, YL - YYS) Top chord 4x2 SP ~2 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP ~2 CHORD SPACING (IN OC) START(FT) END (F T) Webs 4x2 SP fk3 TC 120 0.00 12.13 BC 120 0.00 12.13 Deflection meets L/360 live and L/240 total load. - Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 3X3= 1 6 0 3X3= 3X3= 2X4111 3X3= 1.5X4 (R) 1 2 8 898 R=109 PLF W-12 4 8 12-4-8 Over Continuous Support Note: All Plates Are 1.5X4 Except As Shown. Design Crit: FBC2007Res/TPI-2002 (STD) PLT TYP. Wave FT/RT=12%(0%)/5(2) 9.0 1 ..WARNIWG+• TRUSSES RC OIII RC F%TRE ME CARE IN IAHRICAIION. I{q rypT lryG, 5111 PPING. INSI All ING ANU BRACING. NF FER TO BC51 (81111 DING COMPDNE NI SAFETY INF DRMATION). PIIHL[SHED BV 1PI (I RIISS PI ATE INSTIiUIt, 218 NORTH IFC STRE Ei, SUITE 312. AIF%nNDRIA. VA, 91J1A) AND NTf,A (W OOU IRIISS COUIICII. 01 AMERICA. 6300 I NITRPRISE IANF, MADISON. WI 5}]19) TOR SAFETY PRnC it f,ES Pk10R TO PERFURMING IIII SF TI1N f, TIONS. UNI FSS OT HE RWI SI INpIGATED LOP CHORD SIIAIL HAVE PROPERLY AIIACIIEO STRUCIURnL PANELS AND DOTTOM CHORD SHALL HAVE A PROPF RI.V nTTnCHEU RIGID CF IL ING. ~ ~ **IMP~RTANT""FURNI 91 A COVY VE IH15 Ut51GN ID THE INSTALLATION CON TR Af,TOR_ TIN NCG. Inc. SHALL NOI _ A L P I N E BE RLSPONSIULE FOR ANV pEVIAiION FkUM IIIIS DE S16N; nNY FAILURE i0 UU LLD iME TRUSS IN COME OR MnNCt WI TII 3 TPI: OR F IiRICnTING HANUC ING, SHIPPING. INSTgI LING R OR fiNG DI TRUSSES. ~ UE SIGN CRNF ORMS NI TH PPLICARLF PR ?VISIONS OF NDS (NAII.N L LESIGN SPF C, RY F0.PA) AND I I TIN HCG l.O NNCCi PR PI.AIES ARE MADE OF ZO/18/15Gq (W U/SS/K) AS1M -53 GRADE AO/60 (W Y/H,SS) G IV STEEL. PPIY ~TW BUYI(I//IfJ CORIPO(1Ql1~5 C1/OI/(J I/~C, Haines City, FL 33844 FL COA #0 278 IIAICS TO EAC TnCF )T TRUSS AND tINLE SS OTIIC RIVI SF LOC iFD N THIS DESIGN, POSITION PER DR WI Nf,S 15OA-1. NY INSPFfiI_N OF PI AICS FOLLOWED RY (i) $HgLL BE VLR NNF% A3 OT IPIi-PDO~ E_.]. lAL ON THIS DRAWING INIIICAIES n('fF PInNCL OF PRf1FF 5SIl~NAL ENGINE EIiI NG RC SPONS[9ILI TY SDL CIY FOR THE IR ~5 CDNPDNFNI UESIGN SHOWN. THE 511il AHILIIY AND USf OF 1I11S COMPONENT TOR ANY UUILDING IS THE RtSPONSiRIL1IY OF IIIC BUILDING DESIGNER PER ANSI/TPI I SEC. ? Ju QTY:1 No. 62212 ': * =* STATE OF e„ FL/-/4/ /E/-/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale =.5"/Ft. REF R235-- 32311 DATE 06/10/09 DRW nCUSR235 09161049 HC-ENG DLJ/DLJ SEQN- 222179 FROM RCT JREF- 1TSE235_Z03 IH1J UW~ YKtF'AKtU FKVM I.VMYUItK 1NYU1 ILUAUJ 6 U1MtNJ1UNJ1 ]UHMIIIYI/ KY IKII JI MFu ~yvluuA (LtNUKY HUMtJ )151 I,LUlS UK/ UUVAL CIY. AILANIIC NtACH, FL F9 Top chord 4x2 SP ~{2 Bot chord 4x2 SP ~k2 Webs 4x2 SP #~3 (Hl) _ (J) Hanger not calculated (1)4x2 SP ~~2 supporting member. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START(FT) END(FT) TC 24 0.25 2.27 BC 21 0.25 2.02 Note: Specified hanger(s) based on Southern Pine lumber values. Refer to hanger manufacturer's product catalog for proper applications. Hanger = Simpson THA422 or equivalent, fill all nail holes. 15" Typ. 1 2 8 3X3= 1.5X4 (R) = 4X4 = 1 6 0 8 9 8 3X3= 2 X 4 III 2 X 4 III 2 3 4 Over 2 Supports R 343 W 7.25" R 575 (LUMBER DUR.FAC.°1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.13 to 100 PLF at 2.27 BC From 10 PLF at 0.00 to 10 PLF at 2.27 BC 681 LB Conc. Load at 1.42 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. Design Crit: FBC2007Res/TPI-2002 (STD) PLT TYP. Wave FT RT=12%(0%)/5(2) 9.01 QTY:1 FL/-/4/ /E/-/ Scale =.5" Ft. '*WARNING*' TRIIS 5E5 RE QUIRE FXIRFME f,ARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO PC SI (BUILDING COMPONENT SAFE IY INFORMAiIGN PUBLI SII[D HY TP T * T C L L 4 0 0 P S F R E F 8 2 3 5 3 2 3 1 2 J, I ( RUSS PL AIE INSiIIU FF, 218 NORTH LEE STREET, SIII IE 319. ALEXANURIn VA 223 L4) AND WI f A (WOOD TRUSS COUNCIL OF nMERICA 630(1 ~ ` \ . , , . . ENFERPR[SE LANE. MnDF50N, NI 5"t)19) lOR SA FF IY PRACTICES PRIOR 10 PFftI ORMING 1HESE FUNCTIONS. UNLESS : V T C DI 1 0 0 P J F L D A T E 0 U / ~ 0 / O (Y OFIfE RWISE INDICA FED TQP CHORD SHALL IIA VE Pft OPERLY ATTACHED SIRD f, TIIRAL PANELS AND BO110M f.H DRD SHALL HAVE 7 n PR DPE RIY ATTA UILD RIGID CEILING. Na.522 BC DL 50 PSF DRW NCNSR 235 09161050 "IMPORTANT"f DRNI SH A CDPV OF THIS DESIGN FD ifiE INSIAIIATI(IN !' (1NiRACIDR II41 Bf G INC SIIA I I NDF y }~ * A L P I N E . . , . . . BE RESP DN SIBIF FDR ANV DEVIATION FROM IIIIS UE SIGN; ANV fAILIIRE ID BUfLD INF IRIISS IN CDMF DRMANCE WITH 1P1 OR ' ~ ~ BC LL 0 0 PSF HC-ENG DLJ/DLJ : FABRICA(ING. HANUIING. SHIPPING. INSTALLING b BR. CIN6 OF TRUSSES. DE SIf N fUNF R 1 ~ ~. STw ~L OC M G r ~ . , O MS WI H Ai 11 IGABIF PROVISIONS OF NpS (NAZI NAI DESIGN SPEf, BY Al APn) AND TPI IFH flfG f1N NECIOR PLAI(S ARf M DI OF l0/IP/IFGn (N It/CS!K) ASIM fi51 GRAUl. 4V/FO (W K/H.SS) f,ALV tiiLE.L. APPLY w r ~, ~ ~ •** (' T O T. L D 5 5 D P J F (~ S E A N 2 2 2 1 5 PI.AlES FO F CI V E OI IRIISS ANp NLESS I fNMISL IOC iFD 1N FITS UESIf,N. PDSIFION PER URnWINGS 1(DA J ~ O R1Q ~~* ~ _ IlYVBoildin Com nentsGrou Inc. ~ OO,~1AA P g } H L 33 "r INSPE.ncN F PL IE roI1DNED BY to v u BE PeR NNrX a or IPI1 zooz sLC.a. A SEAL IN nnc ~F SI6NGSlII f~IJNC TFIIIFf SUIlA91LIiY ANU FI SFI(NAIL III SCPNMPONFNi RF I11tONNYROLI1101NG [SE iiIF ORE SI ONSIB II Ii YMOF NIi HE A ~~~~~~~~~~` DUR . FAC. 1 . 00 FROM RCT ~~ 0YY alnesClty,F FLCOA#o2~s BUIIDING OF SIGNER PFR AN51/TPI 1 SEC. 2. dun SPACING 24.0" JREF 1TSE235_Z03 IH1J UWU F'KtF'AHtU hKUM I,UMYUItN 1WYU1 (LUAU) 5 U1MtNJ1UWJ) JUf5M111tU IfY IKUJJ MhK. (`J 41 U2SA-(L tIVUKY FiUMtJ )171 LL U[S UK~ UUVAL l.lY. -- AILAIVIlI, tSt Al,h, tL - YlU Top chord 4x2 SP 2 Bot chord 4x2 SP 2 Webs 4x2 SP ~3 H1 J Hanger not calculated Unavailable supporting member. ~H1~ _ ~J~ Hanger not calculated (1)4x2 SP ~2 supporting member. Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. Note: Specified hanger(s) based on Southern Pine lumber values. Refer to hanger manufacturer's product catalog for proper applications. Hanger Simpson fHA422 or equivalent, fill all nail holes. 14.75" Typ. 3X4= 2X4111 1 6 0 2X4111 3X4= 1 8 12 Over 2 Sup orts R =614 R=257 1 6 0 8 9 8 (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC from 100 PLF at 0.00 to 100 PLF at 1.73 BC From 10 PLF at 0.00 to 10 PLF at 1.73 BC 681 LB Conc. Load at 0.54 IN LIEU OE STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START(FT) END(FT) TC 21 -0.13 1.60 BC 15 0.13 1.35 Design Crit: FBC2007Res/TPI-2002 (STD) PLT TYP. Wave FT RT=12%(0%)/5(2) 9.01.00. OTY:1 FL - 4 - E/-/ Scale =.5"/Ft. *"WARNING" TRUSSES REpUI0.E EXIRE ME CARE IN FABRICATION. HnNDLING. SHIPPING. INSTALLING AND BRACING. RFEER 10 SCSI (BUILDING COMPONENT SAI(IY INIOKMAl10N7 PU9I ISIIf D °Y iPI (TRUSS PIAtI IN511IUIE 218 ~ / T C L L 4 D . 0 (` P J F R E F R 2 3 5 3 2 3 1 3 . . . . % o ~ ' NDKIII LLL s,KEE1. SHIIE 3T~. ALE A""RrA. ~~. zz~~4, A"o NT~~ ~"°o" r""ss ~H""AIL h ~NL"~~A. 6~°° ENTERPRLSE LANE. MADISON, WI 53114 TOR SAE[IY PRACI If LS PNIOR i0 PEREARMING IIIE SL CLINCIIONS. II MESS ~,, • ~ ~.,, TC DL 10.0 PSF DATE 06/10/09 0111E RWI Sf INDICAIEU TOP CHORD SHALL HAVE PROPERLY Ai CA f.11E0 SIRUCIDRAL PANf15 ANp BO Ei OM f.110RD SHALL HAVE PKDPERLY ATTACHED KIT CEILI"~. • ~' ~ . ~ ' ' • 0.6 11 1 BC DL 5.0 PSF DRW HCU SR235 09161051 **IMPORTANT*`F UP.N ISH A COPY OF THIS DESIGN i0 TIIF INSIn Lt AiiON PONiRnCTOR. IlN BCG. INf.. SHALL NOI y if A L P I N E RF RfSPONSIRIE FOR ANY UFVIAl10N IROM IH15 UhSIGN: nNY FAILURE iO BIIriO THE TRUSS IN CUNPoRMnNCE NIIH IP1: OR FABRICATING HANDLING HIPPING INSTALLING & BRACING OF iRUS5F 5 • • ~ B C L L 0. 0 P S F H C- E N G D L J/ D L J . . . . UC SIGN CC NI ORMS NiiH PPLIf A(iLF PROVISIONS OC NOS (NATION AI DC SIfN SPF C, °Y EAPA) AND C('I. ITN HCG EDNNECroK PIATES AKE H DE DE KT-IH~16GA (N.H/SS,R, ASTH AGSM GKADE ~DLGD (N N,H.sS, RAIN. sTELI. APPLY PI AILS E F CH FACF F RIISS AND II NIFSS IIIFRWISE IOCA CtD ON !1115 DC SIGN. PC.ITION PCP IIK ANINGS 150A]. ~ ~ /J7~ (/_•• S If~1 G Vr w =~ ^~ P~ TOT . L D . 5 5.0 P S F S E A N - 2 2 2 1 5 7 , n"r INCP[ iIDN Dv vLAIt rmno-nD Hr 117 sInLL HE PLK Nnex nH DI IPnz°uz LC a A aEAL Dn nuK ~ O ~~O ;~ 17YVBuildiO COmponentsGiou Inc. P 9 DRAWING I DI :AIFS AG Ef IAN CC ( VRDFF SS I(1N AL EN ,I Nh ERIII, RFSPDNSIRII TTY SOLELY FOR IIIC 1RUSS COMPONENT NLNI COR ANY OUILDING IS iliC RCSPONSIB II IiY OC THE UL516N SHf HN iHF SUIiARILii AND ^SF DE THIS COMP 5 ~~~. ~..~~ OUR. FAC. 1.00 FROM R CT q Haines City,l L 33844 FLCOA#0278 - "°II°'"` DESIGNLK PfK °"""P' ' "`. z. Ju SPACING 24.0 " JREF- 1 TSE235_Z03 IH1J UKI~ NKtNAHtU hKUM I,VMYUItK 1TVYUI ILVAU~ 7S U1MtIVJ1 UlYJl lUnMlllrll nT IK111~ MrH ~7vivaH ~ttNUKY HUMt~ 1151 ~LUts UK/ UUVAL l.lY. ATLANTIC titACH, FL - Ell Top chord 4x2 SP ~1 Dense Bot chord 4x2 SP ~2 Webs 4x2 SP ~3 SPECIAL LOADS (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 200 PLF at 0.00 to 200 PLF at 5.00 TC From 50 PLF at 5.00 to 50 PLF at 19:74 BC From 5 PLF at 0.31 to 5 PLF at 19.74 Trusses to be spaced at 12.0" OC maximum. Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 8 8 4 0 3 0 15" Typ.l 2 X 5 III gee aeca~l JIKtiKltiKU4U`J for bracing and bridging recommendations. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END (F T) TC 120 0.00 0.15 TC 120 0.00 0.35 TC 120 0.15 2.81 TC 120 0.35 5.37 TC 120 2.81 7.94 TC 120 5.37 8.63 TC 120 7.94 10.75 TC 120 8.63 11.91 TC 120 10.75 14.47 TC 120 11.91 17.03 TC 120 14.47 19.49 TC 120 17.03 19.74 TC 120 19.49 19.74 BC 120 0.31 19.49 24" 9 0 10 _ 1 2X5111 5X4= 5X5= 5X4= 5X5= 6X6= 5X5= 5X5= 5X4= R=1197 W 3.25" 19-8-14 Over 2 Supports R=637 10 0 8 1 6 0 898 Design Crit: FBC2007Res/TPI-2002 (STD) PLT TYP. Wave FT/RT=12%(0%)/5(2) 9. 01.0 QTY:2 FL -/4/- E -/ - ca S le =.375"/Ft. •NARNING*p TRUSS[S RTOUIRE E%LREMF CARE IN FnRRICnT10N, HANpLING. SHIPPING. TNSiALLING AND BRACING. REFER i0 flf.Sl (BUILDING COMPONENT SAFETY INl ORMAlIl1N), PUBLISIIFp PY TPI (TRUSS PI.A IF INSTITUTE. 21A NOR III LEE SiR EE T. SURE 311, AIE%ANURIA, VA, 22314) ANU WI(:A (W 000 TRUSS CUU NCIE OF AMERICA, 6300 ~. ,.•; C ~ ~..,. G ` T C L L 4 D. 0 P S F [ R L F R 2 3 5 3 2 3 4 ELATE RPRISF IANC. MADISON, WI S]IT9) FOR SAFELY PRA CiI f.ES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OIIIF RWISE INDICATED TOP CHORD SHALL HAVE PROPERLV ATTACHED SIRUP.I IIR AL PA HELS ANU flO110M f.H ORD SHALL HAVE PROPER Y H R ~.• V :, V~ N T C D I L 1 D 0 P C F .J D A T E 0 U / ~ (] / 0 (T 7 A ATTAC L ED LG LU CEILING. *IMP~R7ANT`AI URNI SII A COPY OF T11I5 DL SIGN i0 THE INSIALLAiION CONTRACTOR. IIW RC6, INf,. SHALL NOi =~ i a. ~~~ ~~ BC DL 5. 0 PSF DRW HCUSR235 o9ielo5z A L P I N E NE RESPOHSINLE FOR ANY DEVIA,ION FROM tHIS DEIGN; ANY IAILUNF 10 PITIED THE TRUSS IN COMFORMANCE WIIfI IP,: DR F AP,rA „LAG, „ ND„LAG, HIPP,NG. ,NS,AEE,NG x ARACING DF TRDSSES. DESIGN CONFIRMS WITH P ~ ~ '.• STATE OF B C L L 0. 0 P S F H C- E N G D L J D L J / PLICAflIT PROVISIONS UT LADS (NA „ ONAI DFSIf.N SPEC. HY fBPA) AND TPI. IIW BfG CONNT CTOR PL ITS qRF M OF OT 20/IA/ifif (W H/.S/K7 ASIM fiSJ .R ADT M1O/60 (W K/I1 SS) GAI V. STEEL. APPLY VI ATTS i0 E (' ACE OT 1R11SS AND INLL,S OTI TRWI SF I ( IFD fN IIIIS IIF SIGN, V.SI TION VIR DP WINGS lfi OA-]. ~ :, ~ •• P.. ^/ ~, R10 .. l T O T . L D . 5 5 . D P S F S E Q N - 2 2 2 2 D 1 fTYVBuildingComponents4GAArou 4 H C F~ 33 plnC. ANY INSPF TI )N S PL ES TAI LOWED R T~) 51 LL NE PER NNF% t Of TPII-8002 SF .. 3. TAT ON IRIS uRAw,NG INUIrAIS ArfFP,ANGE Df R rF su1N I enc,NFFRI RISPDxsIAn„r s.ELIr raR nIF rRlas conraNFNr DFSiGN tiN JWN. THE SUIiAflll IIY AND USE 01 1,115 COMPONCNT FOR ANY NUILDING IS THE NE SPONSINII IlY Of TIIC ~ ~\ ~/QNAL~ DUR FAC 1. 00 FROM RCT 31IIC$ 0Y ITy, . FLCOA#0278 "UIEDING DESIGNER PER °NS,/TPI T z". `. Jun 1 SPA CING 12 .0 " JREF - 1TSE235 Z03 5X6= 3X3= 1.5X4111 3X3= 3X3= 3X3= 3X3= 1.5X4111 3X3= 4X4= 2X4111 IH1J UW~ t'KtYAHtU YNVM I.UMYUItK lNF'UI II VAUI K 111 MFNlIIIN 11 1IInMIIIFII nY IHit~~ Mtv (y41uuA (LtNURY HOMtJ )151 c,LUti UIL/ UUVAL CIY. ATLANTIC BEACH, FL F12) Top chord 4x2 SP 1 Den ~ se See detail STRBRIBR0109 for bracing and bridging recommendations. Bot chord 4x2 SP 2 Webs 4x2 SP ~3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START(FT) END (F T) SPECIAL LOADS TC 120 0.00 0.15 (LUMBER DUR.FAC.= 1.00 / PL ATE D UR.FAC.-=1.00) TC 120 0.00 0.35 TC From 200 PLF at 0.00 to 200 PLF at 5.00 TC 120 0.15 2.81 TC From 50 PLF at 5.00 to 50 PLF at 19.91 TC 120 0.35 5 37 BC From 5 PLF at 0.27 to 5 PLF at 20.03 TC 120 2.81 . 7.94 TC 120 5.37 8.63 Trusses to be spaced at 12.0" OC maxi mum. TC 120 7.94 10.81 TC 120 8.63 12.16 Deflection meets L/360 live and L/240 total load. TC 120 10.81 14.72 TC 120 12.16 17.28 Truss must be installed as shown with top chord up. TC 120 14.72 19.78 TC 120 17.28 19.78 BC 120 0.27 19.78 _1 24 I 884 ~~ 942 15" Typ.i 2 X 5 III 0 3 0 6X6= 5X5= 5X5= 5X4= 2X5111 4X4= 5X5= 5X4= 5X4= 5X6= 3X3= 1.5X4111 3X3= 3X3= 4X4= 3X3= 1.5X4111 3X'i= 4X4= ~10 0 - I 1.5X4 (R) -1 6 0~g ~8 9 8~L 2X4111 R 1207 W=3.25" 20-0-6 Over 2 Supports R -637 W=5" Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT/RT=12%(0%)/5(2) 9.0 .00 QTY: 3 F L/-/4/ -/E/ / S ca le =.37 5"/Ft. ..WARN[NG«. TRUSSES RE VU IftE F%1RFME f.A RE IN FABR ICAl1ON. HANOI[N6. CHIPPING, INSTALLING AND HaACING. REFER lO RCSi (BUILDING COMPONENT SAFETY INFORMAt1ON), FUEL ISHfO I1V TGI (TRUSS PI AtF INSTITUTE. 218 NORTH LEE CIP4Fi, SOI(F 3]T, ALE%ANORIA, VA, 22314) ANO W1CA (WOOD TRUSS COtiNCIL GF AMERICA, fi3OO ~ • 'r C ~ ~ T C L L 4 0. 0 P J F C R EI R 2 3 5 3 2 3 1 5 ENiE RI'RISF_ LANE. MnOISON. VII 53]L9) FOR SAI EIV I'ft AC IICFS FR[OR i0 PERFORMING THESE IIINCTIONS. UNLESS OTHERWISE INI11 f.A If-U TOP CHOaO SNAII HAVE PROPERLY ATTACHED 51RU1:1 URAL PANELS ANU HOIiOM CHORD SHALL IIAVL P F ~ ( 1 : • ~V G V(~~~~: V C v T C D I L 1 Q D P G` F J C I] A T L Q 6 / ~ O / O 9 A a° FaIV APrACHFH HIGIH CE,LING. **IMPORTANT*`F UaHlsn A coPr or Ines oeslGn ro nlr IHSrau An°rv c°nlanclaH Irw ecG Inc SnAIL ear ~ No.52212 '~ BC DL 5. 0 PSF DRW HcusRZ3s o9i6los5 A E P 1 N E . . . eF PESPONS16lE Foa ner GPVIA n off PaOH THIS oeslGx; Arvr PAI wPF ro aulLO nIP gauss Ix cone °unA HCF uIIH TPI: OP FABRICATING, IIA NUL ING. SHIPPING, INSTALLING b Ba A('ING OF TR ITS SE S. ** ;* B C E E D. Q P J F H C- E K G D L J/ D L J OLSIGN f,O NFORHS WI FH AVPLICA BLE PROVISIONS OF NOS (NAl1ONAl DESIGN SP F_f., BY AFAPA) ANO TPI. ITN °CG CONNECT OR PI ALES ARf MADE Of 1O/1P/1. GA (N II/SS/N7 ASIM (,Sl GkAOF GO/fiO (N K, H,SS) GAIV SiEfl. APPIY PI AIFS il. kACit IACF lF IRE SS nNU ONt FSS OiNf RH (SE L AIEO UN IIIIS OI. SIGN, POSIIIIIN PER OR KINGS 1fi0A-1. ~ i y~TAT~• plr • /~%• ~..• /~/ `~ T O T . L D 5 5 0 P S F (~ S EON 2 2 2 (~ 2 Q 9 ~~BUII(~ll1 Cold /IE/i($Ci/OII 9 ~ F'L 33844 H C ~(JC, P ANV INSPE IION OF PI FFS FOLLOVIEf OY (i) SII AI i. °E PFR NNF% A3 Of IPII-?pO2 SEf.3. SF AI ON IH IC ORANING INOICAIhS ACCFPF NCF OF PRUF FSSIONAL CNGINLI ING aF SPONSI HILIIY SOI FIV FOR 11E IN 1S5 COMFO NF NI OL SJGN SH AWN. THE CUIIAHI LIIV ANO USF OF THIS COMPONENF fOR ANY PIIII OIHG IS IHL RL SPONSI91LIiY OF FIIF •• O~,Q~•• \~ ~ 3~ ••........ G S~~ `/ 'I DU /` R FAT.. 1 00 M FROM RCT a~ne$ I ty, FLC.oAI#o27J8UYY g°`I HI"G HFSIG"LP PLa A"s"rF' I st`- z. Ju SP ACING 12. 0 " JREF - 1TSE2 35Z03 IH1J UWU YKtYAKtU tKUM I,VMYUItK 11VYU1 (LUAU) 6 U1MtIVJ1UWJ) SUHM111tU CY IKUJJ MYK. (94108A (LENDRY HOMtS ) 171 t,~uts urc) wvn~ Top chord 4x2 SP ~}2 Bot chord 4x2 SP 2 Webs 4x2 SP T ~3 IN LIEU OF STRUC TURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START (F T) END (F T) TC 71 -0.27 0.13 TC 71 -0.27 0.08 TC 71 -0.13 2.07 TC 71 0.08 19.51 BC 120 -0.00 19.51 See detail STRBRIBR0109 for bracing and bridging recommendations. Max JT VERT DEFL: LL: 0.33" DL: 0.16" recommended camber 1/4" Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 8 8 4 0 3 0 15" Typ.i -~ 4X4= 6X6= 3X3= R 1093 W-3.25" 1.5X4111 3X6= 4X4° 24" I 942 2X411! 3X3= 3X6= 4X4= 5X4= 20-0-6 Over 2 Supports R-1095 W=5" ~10088~ 1.5X4 (R) _1 6 0-2.8 ~8 9 8~ Design Crit: FBC2007Res/TPI 2002(STD) " FT RT=12%(0%)/5(2) 9.01 .0 ~ OTY:9 FL -/4/-/E/-/- /Ft. ale =.375 Sc PLT TYP. Wave [ ~`~WARN~N~w: tRU55E5 REQUIRE EkIR~ME fn RE IN FAURiCAIION, HANULI NG. SHIPPING, INSTALLING AND BRACING. 218 Tft U55 PEA iE INS) ITUI[ iPI ~ • T C L L 4 D D P S F R E I R 2 3 5 3 2 3 1 6 , ( REFER 10 BCSI (BUILDING COMPONENT SAFETY INF ONHAIION). PUB LI STIED BY N °R IH LEE S1R~F1, SUIiC 31P, ALE%ANUAI H, Vn, 22314) AND 411CA (V10Oa TRUSS COUNCiI OF AMERICA, 6300 `~j ~ ~V~ '\ N• •• /^ T C D L 1 D D P S F /A~T c ll 7 D/"Y I E D 6 / 1 0 i 0 9 Mq°ISON, WI 5])19) FOR SAFETY PRACIICCS P"TOR i0 PERFORMING iIIF SE FUNC110N5. UNIF55 ENTER"RISE LANE • . 01HF_RHISE INDICATED TOP CHORD SIfnLL HAVE PROPf RLY AfiACHED SLRUCIU"AI. PA Nf15 AND BOTTOM CNORp 511 AIL NAVE v ~ ~ ~ ~ 161056 A PFOFENLY AIIAf,"EU slam celltxa. ; a.b2212 • BC DL 5.0 PSF DRW HcusRZas 09 =iwroaTnNT**"u""1~" A I:OPY °I YI~,S °ISI°" T° TI," I"SIALLA~,ON c°",HACras. IIU aca. ["c_ SIIH~t "°I ,~ ,~ * 0 PSF gC LL 0 HC-ENG DLJ/DLJ UL RESPONSIBLE FOR ANY "EVInTION FROM THIS OCSICaN: ANY GAILURC i0 BIIIIU THE TRUSS iN t:OMFVftHANCF MITN . A L P I N E iPI: OR IA9NICai1NG. IIA NUL IN„ SHIPPING. INSIALI-ING 6 UR CI NC OF INUSSL<. °e slr," c,xr °ans wurl ArPI rcA"tE Peovislo"s oP °os (° 11. "AI "r slc" spec. "r Ixrn) arm TrI. IIU ncr, OF 7O/la/I6GA (W,H/55/K) SIM AfiS~ GRADE 40/6° (IV K/11.55) GAI-V. STEEL APPLY CONNECiON ('I HIES A"E MA °! . ~Tw TI` Ot .0 ~~ 1/"w r ~ ~i ~ TOT. LD. 55. 0 PSF SEAN- 222143 . PLATES 10 {A1.11 FACF (14 IRU55 AN°. UNI ESG OiHCRNLSE L1:AitD ON THIS OESIfN Pl S1IlON PFR pRAWINO 150A-J. CO O,Q r ~ ANY INSPCLTION OF PL TES 11I.ONfU flY ( ) SIIAII RF PFR NNFM 1 OI 1PI1 20°2 SE C.S. A SE AI ON IIIIS PUN5I9I111Y S..FIT F,~P liC IftIISS CfiM f'ONENI CNGINIf ING ftE ~w~iOMll~~~~~` `FJ- DUR FAC 1 DD /1 FROM RCT alOl/p /1C. ~~BI//)(/Ifi9 riUlnPpIlE11}$ HainesCi FL 33844 FL COA #0 278 . ""AHI"~ INVIf A[CS Cf:FIT N F CI 0 [.SIONnL oI""" `"°"" I"I `°""""'"" """ °'t °~ ""s `°"`°"`"' I°fl A°° """°'"G " "" "I"""`~"I°IIY °I III °u a °I"a Ot51°nI" rIrs A"slilPl I slc. ~. Ju SPACING 24.0" JREF- 1TSE235_Z03 5Xb° 4X4= 1.'oX4111 3X3= `+A`+~ ~+n~+- ~n~= ~.~~~~ ~~~ ", 2X4111 IH1~ UW~ YktF'ANYU tNl)M I.UMYlllhk IWNIII II IIAII\ X III Mhrv\I IIrv~I ~Itetml I Ihll My iv~i~~ m.u (941UtSA-(LENUHY HOMtJ )15T CLUB UK/ UUVAE CIY. -- ATLANTIC BEACH, FL F14) Top chord 4x2 SP 2 See detail STRBRIBR0409 for bracing and bridging recommendations. Bot chord 4x2 SP 2 Webs 4x2 SP ))3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 120 0.25 10.22 BC 117 0.25 9.97 Truss must be installed as shown with top chord up. 24" 4 4 5 15" Typ. 3X3= 1.5X4 (R) 3X3= 4X4 III 1 2 8 2 X 4 III R 549 W=7.25" 3 10 5 1.5X4111 3X3= 3X6= 10-2 10 Over 2 Supports R-562 1 6 0 8 9 8 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT/RT=12%(0%)/5(2) 9.01. 2 ~ QTY:1 FL - 4/-/E/ /- Scale =.5"/Ft. **WARNING** IRII S.SCS RF VIII RE FXIREMF CgRE IN FnBN If.AiION, NnNDLING. SII I I'I'I NG, /NSTnLLING nNU HRACI Nf,. REFER f0 Bf,SI (BUILDING COMPONENT SnFETY INI ORMATION). PUBI ISUFD BV TPI (TRUSS PEgIE INSTITUTE. 21D NDRiH LEE SIRCF I, 5111 IF 'S12. ALE%ANDRIA, Vn, 223 L4) AND WICn (HOOD TRUSS COUNCIL OF AMERICA GJOG C T I C LL 40. 0 PSF REF R235 32317 , ENTERPRISE LANE. MADISON, W1 53T1D) FOR SAFETY PRACiI CES PRIOR IO PENTORMTNG THE CE IUNC TIONS_ UNI E55 O111ERWISE INDICAICD TOP CIIORp SHAH IIA VE PROPERLY nTT ACIITD STRUCiURnL PnNE L$ AND 9O1i0M CHORD SHALT HAVE A PRUPFR Y AIi CIIFU RIf i ~ *~` G v T C D L 1 0 . 0 P,J F D A E 0 V / 1 0 / 0 7 g , L D CEILING. **IMP~RTANT**F IIRNI511 A COPY OF THIS DESIGN IO THE INSTALLATION CONIRACiOR_ ITW BCG INC SHALL NOl w1 C //~~ /~ ~;• 1'O.p~`1` •:~ p UC DL 5 0 PSF DRW HCUSR235 09161057 A L P I N E . . BE RESRGNSIBTE TDR ANV DEVInTION FROM Inns DLSIGN: qNY FniLDRF ,D DIn LD THE TRUSS IN CDMFORMgNf,E Nlil iPI: OR FABNICgiI Nf,. IIA NDI [NG, SIfIPPING. INSIALI ING & 9RACING OF TRUSSES. DESIGN CONFORMS KITH qP PI I(ABI F PROVISIONS I NDS N T I N * : ~ : ~ r g C L L 0. 0 P S F H C - E N G D L J / D L J ( . A I AL UESIGH SPF C. 9Y ATRPA) nNU PI. ITN BCG fON NE GIIIR PI 1E5 nPF DL OF 20/19/IfiGA (W 1/SS/K) ASIM (+SB GPADI AO/60 (W K/N,SS) GM.V. SII11.. APPLY PLgIL$ iO E CH FACE OF IR JSS nND UNI.ESC (iHERNISL I. OC lED ON THIS ULSIGN. IOSI TI ON PER UNAWINGG IfiOnZ ~ ~ STATE O1• ~•~~. F OPf~ ~ TOT . L D 5 5 0 P S F S E A N - 2 2 2 1 8 4 I~BO%I(I%Og CO/IIpOIlBtlfS (flOp(J IOC. FL 33844 H i Ci ANY INSPFCTI IN OF PI TES IDLI ONCD BY („ Sllgl 1. RE PER ANNY% n3 OF IP11 2002 SEC.]. n $ nL ON THIS pRAHING INDICATES nLIFPiAN f.E IF FROT ESSIONnL TNGINFF RINf, Rt WCNSID IE TTY SOI FIY HB IIIT TRUSS UIMVO KENT DESIGN SH WN iHF SUIInBILI TY qND IISE OF THIS COMPO NENI FOR ANY flUfLUING IS iHC RESVONSIBILI TY OT IIF OR1 ~~ ••~~,_ ~~~ l_ s/ ro ~~ D U R F A C 1 0 0 F R Q M R C T a nes f FLCOA#0278 911""'NG DE,GNEN PER ""~I,TPI ' "`. 2. Ju SPACING 24 .0" JREF - 1TSE 235 Z03 (94108A (LENDRY HOMES )151 CLUB DR/ DUVAL CTY. ATLANTIC BEACH, FL F15) IH1J UWU YK tI'ANtU YHUM I.UMNUItK 1NYUi (L UAUJ 6 U1MtNJ1UNJ) JUHM111tU tlY IKUJJ MtN. Top chord 4x2 SP 2 Bot chord 4x2 SP ~2 Webs 4x2 SP {~3 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. See detail STRBRIBR0109 for bracing and bridging recommendations. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START (F T) END(FT) TC 120 -0.02 10.20 BC 120 -0.02 10.20 24" `~ 4 4 5 15" Typ. 3X3= 1.5X4 (R) = 3X3= 4X4 III 4X4 III 3X3= 12s R--577 W=7.25" 10-8 10 Over 2 Supports Design Crit: FBC2007Res/TPI 2002(STD) PLT TYP. Wave FT RT=12%(0%) 5(2) 9.0 *'WARNING** IRUS Ses RE °uIRF FxIREME cnRE IN rAARlcnn oN. nnnDll NC, sAIPPTnG. InsIAU.I NC nnD ARA riNC. RCI ER i0 BCS[ (BUTT UIN6 COMPONENT SAIFIY INFORMATLON). R1191I5HE0 BY TPI (TRUSS PI_n TE INSTITUTE, ?lA NNfl TH LE[ SiREE 1, SLIT TE 312. AIF%ANDRIA, VA, 22314) AND NTCn (HOOD TRUSS COUIICIL OF ME P.IfA. E300 E N11kPRISE LANE. MADISON. WI 5314) FOR SAFETY PRnCi1CE5 PRIOR IO PERFORMING iUI S[ fUNLiI IN S. UNI F55 OTHERWISE INDICATED TOP CHORD SHAH HFVE PROPE RI_Y All AC HFD STRUCTURAL PANELS AND BOTTOM CHLRD GfI AIL HAVE A PROPF RLY ATiAf MED RI f,IO CF IIING. **IMPORTANT**FUenl sll n tour or TH1~ DESIGN ru THE Irvs A~En uurv conlRnclDR_ ilw acv, Inc. sHnu NDI A L P I N E BE RCSPONSIALE FOR ANV OF VIAIION FNOM IRIS DESIGN: nNY IAII UNE 10 AlIItO THE TRUSS IN f.OMF ORMANCE WI III 1PI: OR FANRI .AiI NG IIA LADLING. SHIPPING. INSlA1. LINE, F BRnCINf, OF TRUSSES. DESIGN CONE RMS HIIH PPLICAALE PROVISION} ~F NOS (Nn TI DNAL DESIGN SPIT, BY nFNPA) ANU TPI. L1H Af.G CON NF CiOR PL TES ARF M pE 1F 20/1A/l6GA (YI 11/St/K) ASIM A553 GRADE AO/FO (W, K/H.SC) G IV. STFEI. APPIY PI ATFS TO E H fAFT OF TRUSS 4N0 DNI[SS IHFRWISE I.((, TED ON IIIIS DF_SIGN, P(SIIION PFN DRAWINC,S lfi0a-]. ANY INSPE IION DI PI TFS FOLEDW[D NY (Tj Sllgll BF PCR NNE% A3 01 iPll 1002 SEf_}, SEAL Cfl IIIIS ~~BUI~d/I19 COl~IF10/IE/1tS GIO1JP ~IIC. DN AWING INOICA TFS A C TA NCF OF PROF FS5IUNAL CNGTNFFRIN(: RF SPONSIR II IIY SOI FIT ION Ilk INUSS f.IIMPONI. N1 HamesCl ~t 3fOAA DESIGN SHOrIN. IHF S IIAtlIIIiV ANI1 IISF OF IN LS COMPONENT FOR nNY flUIEDING IS THE RESVfNS1AILITY Oi THE FLC A#0278 AuuDlnG urvc"rR PFR neslRlPl I sRC. z. 45 3X3= R=577 W-5.5" 0 . ~~ ~ QTY : 4 ~~ '~~ 'NSA s No. b2212 '~ * * :* .o ~. STATE OF ~°~..:~~ _ P.~°~ ~. OFi10.• ~~ ss~~NA~ ENS Jun 1.5X4 R = 1=6-0 O 1~ 8-9-8 ~L FL/-/4/-/E/-/ TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale =.5"/Ft. REF R235-- 32318 DATE 06/10/09 DRW HCUSR235 09161058 HC-ENG DLJ/DLJ SEAN- 222141 FROM RCT JREF- 1TSE235_Z03 2 X 4 III 2 X 4 III IH1J UWV YKtYAKtU tNUM I,UMYUItK 1NYU1 (EVAUJ h U1MtNJ1VNJJ JUt5M111tU !fY IKUJJ MY N. (94108A (LENDRY HOMtJ )IbI I,LUt3 urc~ uuvr+~ X11. .,~~..~•~~~ ~~-•~••~ ~~ --~ See detail STRBRIBR0109 for bracing and bridging recommendations. Top chord 4x2 SP 2 Bot chord 4x2 SP 2 This truss spaced @ 24.0" OC supports additional concentrated load at Webs 4x2 SP ~3 left end from 10.00' stud wall (13.75 PSF) supporting 5 0 0 roo spans SIN LIEU OF STRUC TURAL PANELS OR RIGID CEILING USE PURLINS: with 2 0 0 overhang. Roof load: 20.00 psf LL and 17.00 psf OL. CHORD SPACING(IN OC) START (F T) 15 -0 END (F T) 12 26 Deflection meets L 360 live and L 240 / ~ total load. TC 120 . . ~ BC 120 -0.21 12.26 Truss must be installed as shown with top chord up. 6 5 1 15" Typ. 3X3= 1.5X4(R) 4X6= 128 27 R=1607 W=8" 24" 3X4= 4X4111 4X4111 3X3= 12-9-6 Over 2 Supports 45 3X3= R-472 W=5.5" 1.5X4 (R) = 1 6 0 1~ 898 n Crit: FBC2007Res/TPI-2002(STD) i D " es g 01 9 OTY:3 FL/ 4/ /E/ -/ - Scal e =.5 /Ft. Wave PLT TYP . FT/RT=12%(0%)/5(2) . "NARNING*' TRUSSES RF OIIIRE E%FRFNE CARE IN CABRICATION. HANDLING. SHIPPING. INSFALI ING AND Bk Af.ING. ' • ••~~• T C L L 4 0 . 0 P S F R E F R 2 3 5 3 2 3 1 9 BFFER TO BLSI (BUILDING COMPONl Hi SnFE TY INFORMATION), PUBLISHED BY IPI (TRUSS PI AIF INSII FII iE. 918 FION SC COUNCIL OF AMERICA TR ~ ~• ` ~ ~•• L~ • ' T [[ (~ . U NOR TII TEE STREET. SUITE 719. ALE%nNDRIA. VA, 22314) AND WiCA (N 009 UN ESS . • V ` P • ~ T C D L 1 0 0 ( P J F D A Z E O U/ 1 D D 9 L MADISON, WI 53]19) fOR SAEE TV PRACI I(.FS PRIOR TV PERFOkM1NG THESE FUNC119NS. INIf RPRISE IAN1 . ~ . , pTHERN LSE IN9 Ff ATED LOP CHORD S11 AIL HAVE PH 9PE RIY AIiAf.l{ED STRUCEUNAL PANEES AND BOlIOM CIIOR9 SHALL HAVE Na l522 O A PROkERIY nTTACHED RIGID CF It ING. . B~ DL 5 .0 PSF TRW HCUSR235 09161059 senu Nnr ING cc _ , **IMPORTANT "FUaxISH n r,onv of THIS 9cslcN nT nlr tnsrAUAn Orv c9NrRACt mI. ue B C L L 0 D P S F H C~ E N G D L J/ D L D BE RESPONSIBEf FDR ANY pEVInTION FROM IIIIS 9ES1CN; nNY F ILUR[ IO BUILD EHE FRUSS IN GOMFORHANCE Willl Te F ~ ~~ O U • A L P I N E TP{; (1R FA80. L(:AFING, HANDI ING SIII PPI NG. INSIALI ING 8 NR CING IF IRDC SF S. 1lH AC6 BY EFPn) AND iPi ESIGN SPEC ~ ~ ••_ • ~~ ~ C C C (l Al 2 2 2 2 1 2 . . pFSIC,N fONf )RMS NIIH nPPE ICABIE PROVISIONS OR NDS (N TIONnL D fON NECIO PI TES ANF MADE OF 90/19/IF~GA ( 1/SS/N) ASiM 5l Gk I1F AO/f.O (N K/H,tS) GAIV SIFFI. PPIY ~ •• Pf~ w• ~C O p1O ~~ ~ T O T L D 5 5 0 F P J .J L 1,1Y G PI AILS 1 f. f,N FACL (F iRI1SS AND U111 FSS .111 {.kW{CF 1(1. IFU (?N IIIIS DF SIGN PICIII(~N PER 9kANINf.S Ifi DA-/. ANA INSPF_,I,N {~F PI ER rnu{NI9 HV I;I SI IE BF PFR NNE% .a Fir TPII-9DI9 SE~_T_ 5[AI N uns ENGI NL ENINC kf SFI NSIflIL11Y SOEFIY TOR 111E TRUSS 1._H INENF ON ~ ` ~ w f ~ SS+~~~AL~~ DUR. FAG. 1. 00 FROM RCT roup ma. ITWBuildin components 9 ~ HainesCi FL 33844 FL COA #0 278 C SSI AL DRAWING IN9IfAT CS (.CP FAN CC C PROF DESIGN H wN. , Ir uunBUII ND usE oI nus coHPnNENI toe ANV aun9tNC is n1Y B[slows{a{rt{% o rHr DHIE9{NG DESIGNER PER Ns„FPF , SET.. 9. Jun SPACING 24 .0 " JREF - 1TSE 235_Z03 2X4 III 2X4 Ill IH1J UWI~ YKtPAKtU YKUM I,UMPUItK /NYUI (LUAU) 6 U1MtNJ1UNJ) JUtlM111tU tlY IKUJJ MtH. (94108A {LtNURY HOMtJ 1151 ~LULS un~ uuvn~ Top chord 4x2 SP ~2 Bot chord 4x2 SP 2 Webs 4x2 SP ~3 Negative reaction(s) of 561 MAX. (See below) from a non wind load ,case requires uplift connection. (Deflection meets L/360 live and LJ240 total load. 17russ must be installed as shown with top chord up. See detail STRBRIBR0409 for bracing and bridging recommendations. This truss spaced @ 24.0" OC supports additional concentrated load at left end from 10.00' stud wall (13.75 PSF) supporting 5 0 0 roof spans with 2 0 0 overhang. Roof load: 20.00 psf LL and 17.00 psf DL. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 120 0.00 12.41 BC 120 0.13 12.41 10.626" 1~ 4.5" {~ l~ 4.5" ~t~-1~ 4.5" _~ 11 4'5" _~ 14.5" 1 5 8 ~` 3 9 4 ~ ~I ~~ I -~ 15" Typ. 3X3= 1.5X4(R) = 4X6= 128 2; ~2-0- 5-5-15 - 12-9-6 Over 3 Supports 3X3= 1.5X4 (R) = 1 1~ 6 0 8 9 8 I " R--562 W-5 5" R°-1747 W=8 . R=92 PLF W=9 7 14 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: FBC2007Res/TPI-2002(STD) 4 - FL - E/-/ - Scal 5" Ft. e = W LT TYP FT/RT=12%(0%)/5(2) 9.0 1.0 OTY:1 / / . ave P . *~WARNIN~*• TRUSSES RC OIII RT E%TRFME t'A RE IN FABRIGnTI !N. 11A NI11 ING, SHIPPING. INCIALIING ANp Bft ACI Nf.. 2L8 TE INSTITUIF P • TC LL 4D ~ D PJF REF R235 3~J~o , LA NLFCR iO fiCtl (dU II DING COMPONE Ni SnFETY INFORMAf1ON), PUBLISHED BV iPI (TRUSS 2210) ANf) WICA (WOOD TRUSS COUNC{~ QT nMERICA. 63!10 VA nLE%ANpRIC SUITE X12 T /~ ~ ` ~y ~ ~ T ~ 1 D / O (Y O , , . REET. NORiII LEE S ES PRIOR TO PERFORMING THESE TUN .11ONS. UNI-E SS SAFETY PNALI[f F ; ~ V T C D L 1 Q 0 P S F D A I U 1 7 . OR ENiERPHISE 1nNE. Mt,O1SON, WI SJ)19) OIHERWLSE ENDICnTED TOP CHORD SHALT 11A VE PROPERLY nTTA CIIFD SlkliflUR AI PANELS AND BOTTOM CHARD SMALL HAVE v (}r ` ~~ :t{ I~ A PnaPEeLr a1LACnco RICIO ceulNG. N0.622~ BC DL 5.0 PSF DRW HCUSR235 09161061 -*iMaoarnNr~~rHaNISH A LOPY OP ,HIS OESTGp ,O ,HE INSTALLAT,~N r.oNTnACTOa. ,.W ,3~G. ,11~. SIJAI-~ NOi IN COMFORMANPE WfiH IRHS * t~ * BC LL 0.0 PSF HC-ENG DLJ/DLJ A L P I N E S PP RESPfNCIRLf LpR ANA DfVIATIpN FROM TNIC DESIGN: ANV FAIL LIRE Tp BUILD 111E IP I: OP. F.BR If:AIING, HgNDLING, 5111 PPI NG, iN. TALL ING A RR CING OI iRHSSE S, UL SIGN CONFORMS WITH APPLICA °1L PROVISIONS O NOS (N ZION I IIF SIGN SPTC. BY AF RP A) ANTI iPt. IIW SL.G CONNECTO0. {!AYES ARF MApE OI PO/IB/IGGA (W M/SS/KJ A 1M A6S3 GR AIIT AO/FO (W, K/11. SS) GAI V. CTEEL AP PIY STATE OF ~ ~ ~ ~ ~~ ~ sfO~ T _ C T T O I L D 5 5 ' O P S F (~ S F lIN _ [/~ 2 2 `- 2 2 7 PI AiES IU EAf 11 TAt'.T pF TNUSS ANU. UNLf SS lJI I1S RWISE L.( IF.f] ON (HIS DESIGN P1ISIIION PFP pRAWiNG. Ifi UA-]. A SF AI IN THIS J OV IPIL-POD) SPC J ~.~ ~ ` O p1Q . i~ D U R F A C 1 0 0 F R 0 M R C T s GIOUpInc. ITYYBoildingComponent . ANV INSPEUION 01 PIAIFC FOLLOWED NY (I) HAL! °C PER NNE% A °aaw1NG INOICnIES AcccPTANCP aT PPUTESn.NAL ErvGINIrPINr PesvoNSlHUUr 1LCIV Eue THE muss c~nroNENI d S /DNA` ] ] Ot tl 6N SHOWN. lHE SLIT InB I1.11Y ANO I1SC ~~ THIS COMPONENT FOR AN'Y flUiLDi N(, IS il{C. RC SPONSI¢1~I TY 01 111E SPACING 0 24 " JREF Z03 - 1TSE235 FL 33844 Haines City, O ",~11°ING GE~IGHLR PLR AHSInPI 1 SLR. ~. Jun . _ 2X4111 3X4= 3X3= 2X41!1 IM1J UWU KKtKNHtU hKUM I.UMKUItH 1hKUI (LUHUJ 5 U1Mt(VJIUWJ) JUtlM111tU tlY IKUJJ MhK. (94108A (LENDRY HOMES )151 CLUU UR/ UUVAL CIY. AIIANIII, t:tACrl, rc riu Top chord 4x2 SP {~2 Bot chord 4x2 SP 2 Webs 4x2 SP N3 Negative reaction(s) of 326{ MAX. (See below) from a non-wind load case requires uplift connection. Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. This truss spaced @ 24.0" OC supports additional concentrated load at left end from 10.00' stud wall (13.75 PSF) supporting 5 0 0 roof spans with 2 0 0 overhang. Roof load: 20.00 psf LL and 17.00 psf DL. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START(FT) END (F T) TC 77 0.00 6.45 BC 79 -0.13 6.45 2_15" 1 7 8 ~ 5 0 4 ~~ 15" Typ. 3X3= 1.5X4111 1.5X4 (R) 4X4= 3X3= 3X3= 1 2 8 2} 1.5X4 (R) 898 ~2-0-0~ 6 9-14 Over 2 Supports R=1511 W=8" R=85/-326 W=5" 1 1~ 6 0 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT/RT=12%(0% /5 (2) 9. 01. QTY:2 FL - 4/ -/E/ -/ - Scal e =.5"/Ft. **WARNING** TRUSSES RT OUIRF f%IRFME Cn RE IN FnDR[fnTION, IIA LADLING. SNIPPING. IIIS TnLI.I NG AND BRACING. g T C L L 4 0 0 P S F R E F R 2 3 5 3 2 3 2 1 ftflTR 111 flf Sl (Bt1ILDING f,OMPDNFNI SAFE iY INF DRMAf10N), PURL ISNED BV iPI (IRO SS PLATE INSTI tIIIE. 218 •• ~ . NORTH LEE S1REEl, SLII TE 31J. ALEXANDRIA. VA, 22314) ANp WICA (HOOD TRU55 f. (ION f.II of AMERICn. 6300 • T [ [ (j O FNIERPRI SE LANE. MADISON, WI 5"SI19) (OR SAFE TV PRACiI f,FS PRIOR 10 PI.RFORMING 1HESE FUNCii0N5. IINI LSS OTHERWISE INDICAI[D TDP CHGRp SHALL HAVE PROPERLY AIiACIILD STRDCTURAL PA NFLS AND 801IOM C11 URD SHALL HAVE %V~ P ` ' •~ T C D L 1 D D P S F D A I L O U/ 1 D/ 7 A PROPERLY AiTACII[D RIGID [TILING ~ No• b . * : * ? BC DL 5. 0 PSF DRW HCUSR235 09161062 A L P I N E xxIMPORTANT**FURNISI n COPY OF THIS DESIGN TO IDT INSInLLnil N fONiRACTOR. IiW BfG. INI.. SHALL NtJI DE RESPDnsINlr FOR ANY DEVIATION IROn IHIS DESIGN; ANV I (LURE i0 BIIILp THE iRlltS IN COMIORMANCE WIIN TPI DR F flRICAIING HANOI ING. SHIPPING. INST LI ING R 8R GING OT iR115 ST S. * =A ~. STATE OF • B C L L 0. 0 P S F H C E N G D L J/ D L J DF SIGN C tFONMi WIiH nPPI ICARLF PR(1V ISIONS OT LADS (NAZI NAI DFSIfN _PCC, BY IRPA) ANU TPI. IiW RCG C NNf IOR FI.AIFS RF M UT CI LD/18 1 C (W H/ S K) IM 53 CR DF 40/6l) (W K H.SS) C I SiFFL. APPIY 5 ND DNIFSS OIDh RWISF LOf TTD ON IIIIS UE SI6N P ;IIION PER OR nHiNGS 150n Z PI AIES IG En' IA'C (l LRU ~~~.• /~ ~f /~/ O R1O .. ~ ` T O T . L D 5 5 D P S F (~ (~ S E Q N 2 2 2 2 3 3 I]w Building Components Group mc. _ NV INSPLCiION F PL IES FILL OWED 9V () H IL flE ER NIII% 3 !F IPII 20(12 SEC 1. SF AI. ON THIS DRAWING INDTfnIFS AffFPTANCC OF PR OFF SSION AI FTlGI NFT P.I NG RL SIf N518Il ITV SPIE Y FOR TRT IRI SS ^IMPONENI ` S~~NA~~ OUR . FAC 1. 00 FROM RCT Haines Ci FL 33844 F[.C A#0278 DESIGN SII OW N. IHL. SUIIADILI TY AND LISF OT THIS COINPDNFNI FOR ANY DDILDING IS IIIf RESPONSIfl II ITY OF IIIF NDILDING DESIGNER PFR A"sI'TPI ' tL` 2. Jun 1 SPA CING 24 .0 " JREF - 1TSE235_Z03 1.5X4111 3X3= 2X4111 IH1J UWU YKtYAKtU hKUM l,UM4'UItK 1NVU1 (LUAUJ 6 U1MtNJ1UNJ) JUNM111tU t3Y IKUJJ Mh K. (941D8A (LENDRY HOMtJ )151 (.tuu uK/ uuvnt ~Ir. AItAIVItI, tstH~n, rt riy~ Top chord 4x2 SP ~2 Bot chord 4x2 SP ~2 Webs 4x2 SP ~3 Deflection meets L/360 live and L/240 total load. 15" Typ. 3X3= 2X4 (R) = 3X3= 1 2 8 IN LIEU OF STRUCTURAL PANELS OK K1GlU CElL1NG USL PUKLINS: CHORD SPACING(IN OC) START (F T) END(FT) TC 57 0.02 4.70 BC 57 -0.02 4.70 Truss must be installed as shown with top chord up. 3X3= 2X4 (R) = 1 1~I 6 0 8 9 8 ~L ~- 5-2-10 Over 2 Supports R=275 W°5.125" R=275 W=3" Design Crit: FBC2007Res/TPI-2002 (STD) PLT TYP. Wave FT/RT=12%(0%)/5(2) 9. 02.00. **WARNING*'Y IRIISSES RCOULRE EXTREME fnRE IN FABRICAtION. IIANUI.I NG. SHIPPING. INSF All ING AND BRACING. REFER TO BCSI (BUILDING (:OMPONF NI SAFETY INFORMn TION), PUBLI SIIF^ 9Y TPI (IRUSS PLATE INSiIII1iE. 21A NORI11 LEE SIRCFI. StI1TE 312. ALE%ANDRIA, VA, 2231 A) AND W1CA (HOOD TRUSS COIIN f.II OI AMERICA. 6300 ~ ~ ENTERPRISE LnNE. MnDI50N. WI 53119) TOR SAIEIY PRACTICES PRIOR 10 P[~RF ORMING IHESC FUNCTIONS. UNLC SS Q': "• 0111E RWI SI INUICAIEU TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUC FU RAL PANELS ANU BOT IDM CHORD SHALL HAVE A PROPERLY ATTACIIFD RIGID CEILING. ~ "IMFt)RTANT'~F liRNISH A COPY OF THIS DESIGN i0 THC INSFAI LAi10N CONiRAC FOR- IIW RCG. INC. S11 All N01 ~ ~ BE RF SPLNSIRI.C FOR ANV DEV EAFION FROM IN IS DESIGN: ANY FAI LIIRF I0 BUILD THE IRUSS IN CDMFORMANGF WI TII A L P I N E iPl: OR FARO ICAIING. HAN RI IN6. SHIPPING. IN ST AILING R RR Al:l N6 OF IRIISSES_ A ~ DF SIGN Cf NI RMS WITH 1'PI tCARIE PR OYI~IONS OF NDS (N II ANAL DE ~If.N SPEC. RV FAPA) ANU 111. IIW BCG f NNI.P IIR PI AiES ARE M pI OI 20/18 if f.A (W,II/SS/K) A IM A6S3 f.R AOE 40/!0 (W K/H,SS) f L SI[EL. AP VLY ITYYBuildingComponentsG/ou H aines Cit ,FL 33844 y FL COA #0 278 plnC. PI ALES IL C CII FACE OF IRUSS AND II NI4 S5 OFIIF RWISL L CAiED ON 1HI5 OF CIGN PO_IIION PER DR WINGS i60A J. ANY INSPE ,I ION 0i PLA EP FOIIOWCO RY (1) CHALL RE PFR NNF% A3 JF IP11-2002 EL 3_ F I ON 11115 uenulNC InGrcnrFS LLerrnrvcc oh PaOFES5IGNAI FNGInLeRiNG RESVOnslRnur a1FIr n)P IHE IPESR concoxFNr UCSIGN 511UWN. IMF SUIfAHiI TTY AND USC OF THIS ^~MPONFNF FOP ANY RU TI DING IS IHE RESPONSI9ILIiY OF ilC BUILDING OFSIGNCR PCP ANSI/TPI 1 Sf.C_ ). 1 _( J u n •~v. viL lL STATE OF OTY:1 FL/-/4/-/E/-/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale =.5"/Ft. REF R235-- 32322 DATE 06/10/09 DRW HCUSR235 09161087 HC ENG DLJ/DLJ SEON- 4943 REV FROM RCT JREF- 1TSE235_Z03 2 X 4 III 2 X 4 III IH1J UW~ YKtYAKtU hKUM I.UMYUitK 1NYU1 (LUAU) 7S U1Mt NJ(UNJ) JUtlM111tU tfY IKUJJ MhK. (y41U2iA-(LtNURY HUMtJ J171 LLUtl U1t~ UUVHL 1,11. - HILHNIlI, tlt Hl,H, YL - YLUJ Top chord 4x2 SP ~2 See detail STRBRIBR0109 for bracing and bridging recommendations. Bot chord 4x2 SP ~2 Webs 4x2 SP ~3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 106 -0.02 15.54 BC 120 -0.02 15.54 Truss must be installed as shown with top chord up. 24" 706 706 15" Typ. 4X4= 1.5X4 (R) = 3X4= 4X4= 6X6 III 6X6 III 4X4= 3X4= 1 2 8 ~ 16-0-12 Over 2 Supports _I R=871 W=7.25" R=871 W=3" 1.5X4 (R) = l1c6~0 898 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT/RT=12%(0%)/5(2) 9.01.0 OTY:7 FL/-/4/ /E/-/- Scale =.5"/Ft. **NARNIN6 * 1RU SSYS RE DUIRE F%TRE MI. CAR! IN FABRICnIION. IIA NDI ING, SHIPPING. INSTALL ING ANU BRnCING. (` T C L L 4 0 D P F R E F R 2 3 5 3 2 3 2 3 REI[R TO B(SI (BUILDING COMPONENT SAFETY INF ORMAIION), PIIBLISNED BV TPI (TRUSS PLATE INSTIIII TE. 218 / ~ •• J NORTH LEE ST RE EI. SUITE 312. nLE%nNORIn, VA. 22314) nND WTf.n (NOUD TRUSS COUNCIL OI AMI RICA. 600 hN FFRP0.I SF LANE. MAGI SON. WI 53)19) FOR SAFE lY PRA[IICtS PRIOR l0 PC ki ORMLNG THE SF FUNf.T IONS. UNI FSS ` (~~ ( ~ " L~%~ ~ *` ~~/E V C T C D L 1 0 O P S F D A T E 0 U / l D / 0 (1 r1 1 7 OIHFRNISE INDICATED TOP C110 RD SIIA EL HAVE PR OPEREY ATTACHED STRUf.T UR AI PANEES AND POiTOM CHORD SHALL HAVE v l~ .~ A PROPERLY AIIACIIEU RIG (D CEILING. • a `` a No 62212 ~:~ BC DL 5 0 PSF DRW HCUSR235 09161068 `*IMPORTANT" _ . . ruaNlsH A covr of rHls UESIGN ro rHE INSTAL EAn oN coxrRACIOR_ Irw Bcc. INr. snAEE nor BE RFSPONSIHLE FDR ANY DFVInIIDN FRUM ells DT SIGN; ANY FAILURE TD BDILD illE TRUSS IN GOMEDRnANGE MITI s*: * c '* D P S F B C L L 0 H C E N G D L J D L J A L P I N E TP1; OR lABRICnTING HANDLING. SHIPPING. INSTALL ING R DR [ING OI TR t15 SF S. _ . / OLSIGN CONFORMS NI1f APPLTCABIE PROVISIONS DF NDS (NATION AE NE SIGN Wff.. BY AIRPA) AND TPI. ITN BCG A : STATE OF CONNL CI OR PLATES ARE ADE (F 20/IH/IC+GA (H,H/55/K) ASiM CSJ GRADF 70/FO (N K/II.ti S) GAIV STEFI.. PPIY • T O T . L D . 5 5 . O P S F S EON - 2 2 2 1 4 7 PI ATFS FO FnCH FnCE OF iRIISS ANN IINI F55 TI IIF RWI Sk L( A TEU ?N IH IS UESIGN, PO. til VN PLR ORANi Nf,S IFOnL. w ~ ~~. /~/ Pf ITYVBuildin Com nBntSG/OU Inc. 9 ~ P ANV 'nsPFnloN of PL rFS roLEONrD or (;1 slnu. nE PER rvNFx na of IPiI zooz SEC.a. A SEAL n Iuls OP AW ING INUI CAIFS A CEPIAgCt UI PR IFF CSI UNAL FN6INFFRING RF SPONCIBII.ITY 501 CIY FOR IHF TRUSS COMPONENT OF 1HI5 COMPONEN FOR ANY OUILDI NG IS TI11 GN SH )N N FI HI T II TTY ND U CSPONS i F THE R ~~~`ORIO~~~ ~~ DUR. FAC. 1 .00 FROM RCT Haines City, FL 33844 FL COA #0 278 UESI . IE S AP A _ Y O SF IPILI HII,ED,NG DESIGNER PFR nNSInPI I sEC. 2. Jun N SPACING 24.0" JREF- 1TSE235Z03 4X4= 2 X 4 III 2 X 4 III IH1J UW~ YKtYAktU tkUM I.UMYUItN 1WYU1 (LUAU) 5 U1Mt(VJIVWJI JUtlM111tU tlY IkUJJ MhH (yv1u25A(L tIVUKY HUMtJ />.~1 t,L Urs UK/ UUVAL l.lY. AILANIII. IitACH, FL F21) Top chord 4x2 SP 2 Bot chord 4x2 SP 2 Webs 4x2 SP ~{3 Deflection meets L/360 live and L/240 total load. 15" Typ. 3X3= 1N LltU OL SIKUCIURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START(FT) END(FT) TC 46 -0.02 3.77 BC 46 -0.02 3.77 Truss must be installed as shown with top chord up. 1.5X4 (R) = 3X3= 3X3= 128 1.5X4 (R) 898 1 6 0 I~ ~4-3 8 Over 2 Supports -~ R=224 W=3.5" R-=224 W=3.5" Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT/RT=12%(0%)/5(Z) 9.01. ..WARNING*~ IRU SSFS RF OUI RE E%TREMF CARE IN FABRICAl10N, IIANOLIN6. SHIPPING, [NSIALIING ANU BRACING. REFER TO Bf.SI (BUILDING GNMPO NE NT SAFETY INF ORMAlION), PUBLISHED NY 1P1 (TRUSS PLATE INSiITU TF, ?1N NORM LEE SIRFF T, SIII TF 717. ALE%ANURIA, VA. 22314) AND N1CA (WORN LRUSS COUNCIL OF AMEft IGA, 6300 E NiERPRISE LANE. MANISON, MI BBJ19) FOR CAFEiY PRACii CFS PRIOR i0 PERFORMING IIIF SF FIIN CTIONS. UNI.FSS OT HE RNISE INDICATED TOP CHORN SHALL HAVE PROPF RLY AEI ACHED STRUCTURAL PANELS ANN ROTTOM CHVRU SHALL HAVE A PROPERLY nTT nf.H ED RIGIU CEILING. "`IMPORTANT"*F NQNT511 A COPY OF THIS DESIGN i0 1HF INSinLLAIION CONiRAC TOR. IIW BCG. INC. SHALL NOT A L P I N E BE RESPONSI9IE FOR ANY NEVIA TI ON FROM 11fI5 NCSIGN; ANY FAILURE TO BUILU TILE TRUSS IN COMFORMANCC NTiH TPI: OR FABRIGA TING. HANOLLNG. SHIPPING. INSTALLING & BRACING OF TRIIS SES. DESIGN CONFORMS HIiH APPLICABLE PROVISIONS OF NNS (NAIIONAI- pF51GN SPF f„ BY A(6PAj ANN TPI. !IH BCG OON NFCIOR PI niES AkF MANE OT 20/l8/tC+GA (W, H/SS/K) ACIM A65~ GRA NF AO/60 (H, K/11. SS) GALV. STEEL. APPLY PLATES 10 TACH FAfE OT lRU55 AND, UNI FSS OIHF RWf SE LUCA ItU ON IIIIS DF SIGN, POCIIION PFft NRAWINGS 160A L. ANY INS PE CIION OF FlI ATFS FOIL OWFN BY (i) SHALL BF PFR ANNE% A3 OT IP11-2002 SF f._}_ A SEAL ON iIfIS ~~BU/IdI1IfJ COR)POIINI($G/OUP ~(~(i. NRANING INUiI;n IES ACCFP1ANfF OF PROFF SSIONAL ENf,I NLCRING RERPONSIBIL[TY SOI CIY FOR IHE IRU[5 f,UMPONFNT Ha1naSCity,FL 33$44 NrslGrv snuun. THE sunnBUlrY Ann usF of TRIS coMPNNENI INR nrvv BnuNINC Is nll RFSroNStBUirr Gr nIL FL CAA #0 278 BurENING NESIGNLR PrR AnslTrrl I str. z. ~'~ No yy522~,'v9j1 ^ • 1{ ! ~f ;.o ~. STATE OF ,'e.; Jun I 1 FL/- 4 - E~ TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale =.5"/Ft. REF R235-- 32324 DATE 06/10/09 DRW HCUSR235 09161070 HC-ENG DLJ/DLJ SEAN- 222151 FROM RCT JREF- 1TSE235_Z03 2 X 4 III 2 X 4 III IH1J UWU YKtYAKtU tHI1M l,UM4'UItN 1NYU1 (IUAUJ 8 U1MtNJ1UNJ) JUtlM111tU tlY INUJJ MYH \741v23A-~LtNUKY MVMtJ J1U1 LL U[S UKJ UUVAL LIT. - AILAIVIIL UtAI,M, FL - FCC) Top chord 4x2 SP 2 Bot chord 4x2 SP ~{2 Webs 4x2 SP ~{3 Deflection meets L/360 live and L/240 total load. 15" Typ. 3X3= 1.5X4 (R) = 3X3= 3X10= 128 1N LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END (F T) TC 111 -0.02 9.23 BC 111 -0.02 9.23 Truss must be installed as shown with top chord up. 3X3= 3X3= 1E 4-1-12~ ~ 9-9-0 Over 3 Supports R=208 W-3.5" R=594 W°3.5" R=278 W=5.5" 1.5X4 R = 1 6-0 O 1~ 8-9-8 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT/RT=12%(0%)/5(2) 9. 01. QTY:1 •AWARNIN~AA TRUSSES RI OIII RF E%I REME CARE IN FAgR If.AFION, HANDLING. SHIPPING, IN$IAFI ING nND BRACING. REFER i(1 BC$I (BUILDING COMPRNFNI SAIFIV INF ORMAlION). PUBlISHIU qY TPI (1RUSS PI.A TF INSYI VIII. 218 NORM LEE SiREFI, SHI FE 319, AIE%ANDRIA. VA 2281 A) ANO W1CA (WOOD TRM SS LONNCII OF AMERICA. G3O0 ENiE RPRISF I N SON 4 ~ ~ ~ ••\ •• A E. MnNI , 11 53]19) FOR SAFETY PRn f,TI [ES PR [OR 10 PERFORMING THESE FUNCtIONS. UNLESS OIIII RNI SE INDICATED TOP CHO RII 511 n 1. 1. HAVE PROPE RIV AI TA CUIU SI RIIC FURAL PANELS AND BOI IOM CHORD SHALL HAyF ~ ~ • ~ • V A PROPERI_V AYIACIIFD RIGID f.E [LING. ` J C ~ O• ~~ ~ **IMPORTANT*xr URNISH A COVY OF TII15 DESIGN TO iHF INSTAII AVON CONTRACTOR. IiW BCG. INC. S11 nLl NOI NF RFSPONSIRIE FOR ANV DEVIATION FROM t11I5 UFSIGN NY F LNR T T A L P I N E ; A AI O PNILU E Mf TRUSS IN COMFORMANCE HIFH TP1: OR FAgNICAiING H NNI ING SHIPPING INSTALLING 8 BRACING OF IRII S . , . S SE . OE SIGN CI NF ORMS HIIII pPI ICAgIF PROVISIONS OF NUS (Na11ONAF UE SIGN SPEC BV AF AP A nNO TPI IIW qCG ~ ~ ~~ STATE OF , ) . CONNE (:I OR PI. TES ARC M OF )F 9O/iq/Ifif,A lN.H/SS/K1 ASIM AtiSt GRAOF CO/fiO (H K/11,5$) GALV. STFFI APP LV IIAIES 10 E :H fACL F iRI SS AND. 11111 FSS Oi HFRWISt L CAFED ON ilil5 DF SIGN, P SITION PER UkAWI NGS IfiOA Z. ~~~~• • /~ ~. p ~ ~ IrW BU/l(~Il1 ri0l/7 IiQ/1($ri1OU 9 ~t Haines L'1[ ,FL 33844 F~ryOA ~O ~~o /nC. P ANY INSP[ iION OF PLA FFS FOLL OHFO UV (i) 511 AI I RE PFR NNE% AJ OF TPI I-2002 F .3. A St AI RN THIS DRAWING INDICATES A ,IPTANCE (F PR )IfSSIONAI CNGINFFRING RFSPONS181LIIV SOtFIV FOR iIIF TRISS COMPONFNL DESIGN SHOWN. lHF SUIIAR II IiY NO NSF Uf ,IDS CO11P )N FNF FOR ANV BUILDING I IIIF NESPONSIgILIIY OF 111E RIl]LDING °FSIGNER PtN AN51/TPI l SF C. 9. ~(~ S lUn 1Q. ~ O ~. fl r\ S~OMAI.~C~ `~ FL/-/4/ /E/-/ - TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale =.5"/Ft. REF R235-- 32325 DATE 06/10/09 DRW nCUSR235 09161071 NC-ENG DLJ/DLJ SEAN- 222149 FROM RCT JREF 1TSE235_Z03 2X4111 3X10= 2X4111 IK1J UWU YktYAKtU YKUM I,UMYU1tN IWYUI (LUAU) 5 U1MtryJ1UfVJJ JUtSM111tU tlY IKUJJ MhK. (94108A (LENDRY HOMES )151 CLUU uK/ uuvHL ~Ir. Top chord 4x2 SP 2 Bot chord 4x2 SP 2 Webs 4x2 SP ~{3 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 7 0 6 15" Typ. 4X4= 1.5XnrR~ 128 H I LHIY 11 V u ~-"/ See detail STRBRIBR0409 for bracing and bridging recommendations. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START(FT) END(FT) TC 106 0.13 15.69 BC 120 0.13 15.69 3X4= 4X4= 6X6111 24" 6X6 III cn4 w 2 X 4 III R-871 W-7.25" 16-0-12 Over 2 Supports 7 0 6 4X4= 3X4= 4X4= R-871 W=5" 1.5X4 (R) = 11 ~6-0 898 Design Crit: FBC2007Res/TPI 2002(STD) " FT/RT=12%(0%) 5(2) 9.01 2 OTY:7 FL/ 4 - - E t . /F 5 cale =. S PLT TYP. Wave SHIPPING. INSTALLING ANp [iN ACING. HANOI ING ATION FnBN If ' T C L L 4 0.0 P S F ^] [ '] [ [ R E F R 2 3 5 3 2 3 2 6 . , . %1RFME CnRE [N *~WARNIN~:• TROS~ES REOUIRF E P119LISHED BY iPl (IND55 PLnTE INSiIiOTE. 218 FORMATION AA •• ), RF FFR iO BCSI (BUILDING COMPONENT SAFE IY IN NORTH ~(C GTNE ET. SUIIF 11T. ALE %AN OR IA, Va, 22314') rND aT f,A (a OOD iRU SS C.O UNCII OF AMlRICA, E3OO HNLE SS NG THC SI TtIN CilONS F M C (~ E ••' ~ ~ ~~~ V I~ /` T C D L '7 1 O O (` P J F 1 Q U D A T E D [ / 1 0 / O J . OR I ENII NPRIGE LA NC, MADISON, NI 53)19) FON SAFE YY PRnCi1CEG PRIOR TO PER tl It1E RWSSE lNUICAIFD TOP f,HURO SNAIL HAVE PROPCRLV PIlACI1FD STRUCTURAL NA NL15 AND 9OTTOM CHORD SII A 1.1 HAVE •. v ~ ~: C ; ~ - o9161o~z A PNOPENLV AIIA(HED NIGID CEILI„~. . No 62212 BC DL 5. 0 PSF DRW HcusRZSS ~ . --tMaoarnMr•=FHaNISH A DOPY DF ,HIS DESIGN ~~ ,111 ~NSIAITAI,DN GONIaAL,OP. Ira „«. ~„~. CI1AL1 PUT OMEORMANGU WITH = ~ i ~ ~ ^ BC LL 0.0 PSF HC-ENG DLJ/DLJ A L P I N E BF RE~PONSIRLE FOR ANY DEYIAiION IF[)N THIS DESIGN; ANV lAILtIRE TO [111110 THE 1RUS5 IN C II'4', Oa FABRICATING, HANDI,1 Nf., SHIPPING. INSI AL LING A NHAGING OF TRUS SF S. IIa TSGG AND IPI Al SP • S I~I G Or ~ ~7 1 r 5 N 2 2 2 . A) pT SIGN fONF ORNS HiTN APPU IGAflLE PROVISIONS OE NOS (NATIONAL UFSIGN SPL(, BY H/SS/K) -IM AFS] GR DE 40/50 (W. K/11, SS) f,AUV_ SICLL AI PIY MADE OE 2O/IB/16GA (a R % ~ ~ T O T . L D 5 5 . 0 P J F 4 S E 1.1 , LONNFCi OR PL AiES A E PL AiES !O fAC11 FAfE OT IaD SS AND, DNt.E15 Dllli Hal St. tICnICO ON IIIIC OCSIGN, POSE TIDN PFR DRANING- i(:OA-]. C CO~,O~ /~•• ~. DO RCT FRO ANV INSPE[TION OF PL TFS FOILINFD flY (91 SII AIL BF PER ANNU% AD Of UPI1 2002 SEC.3. A St AL IIII N6 Nt SPONSIfl II TTY SOLELY FOR TIC EN DSO (')MPONENI R ~\ ~ FS f DDR FAG. 1 M ~~BUI~(~lli9 riUl~jPp/~E/IfS G~DUp firi. HainesCity,FL 33844 FL COA #0 278 I ON 4WINf, INOI CAICS .f EPIANCF OU PROfFCSI )N 4L ENGINEE OT_SIGN SIIOaN. lilt SUIIARILII ND LISC OF THIS fOMPONFNI FOR nNY 6U11 DING IS THE RE SPONSIR{V SOY (lf iHG NDLLDI„, DLSI~.NfN PFa A„s,irP, , ~E<:. ~. Jun N SPACING 24.0 " )REF- 1TSE235_Z03 pUVA~ CTY• X151 C~US DRI J8A (EENDRY HOMES q SP #I2 F~ A2~) AiEANTIC BEACH, chord 2x4 SP #~2 irements. cWebs 2x4SC1 2x4 SP ~2. Og for more requ Dropped toP ack Chord Og ~ G6LLETIN01 Cut in area ~N~hord ~SC tenter DWGS A120150501 be notched teach stacked lap ese~p~ cular to NOT 3x4 tie P endi - chord must Tntervals• using late length P x6 at 24, o.c• area ce, P using acked toed notchable erfa able area ~ordedra chordd~nPPed chord intnotch load. rope top ° top chor in live late °n stack SP~ice concurrent factor. length 10.00 psf non ;hord 1.33 durat10n chord checked {0r truss have a Bottom es on this all wind load cas '~g PL~~~ 7.4 ~ 74 PEF U_16 W-740 3 PEF Tp1-2002, STD} 8.01.0 RL--48~ 7Res~ m h Wind, lf•O~A~tllea~$P~B, .Wind ~~ " anywhere 1n 00 GCPi~i+ ~-0. ressures• pURLINS~ Psf . Iw° on MWFRS P END (FT) based OR RIGID CEILING DSE 1.73 Wind reactions ppNE~N OCR START 711 1 73 STRUClU SPACIN 49 1.41 7 ,06 IN LIEU OF 06 CHORD 49 0.02 7 jC 66 TC 85 L 180 total laad• 6C meets L~240 live and ~ Deflection 1.5X4 IQ 1-10 4 ~$98 C200 2p°to t0~~°~ ~ 5 ~ BH~~tr~~,_ ..~~ t ~ Design Crit~ FBFT~RT_ ,esTn,u,~aneo 12 ~HippING. TF INSliIUiF.. 530 Q ~+ tt RU 55 i'tn eAee„e~. nMEaTEn. HREE~~ ~ "y Na.b2 TRtI~S E,iOeC IL OFUNCt LONS~ ~ r nRRLGA1i O11. PUBL1Sn111 eY TP CART tN ON)- NOOO I H n ~ ANO lr 4'ERF~RM{NG eD, NOTIOn ti(aO c ~lL ~~ V . 5 PE OO IRE TyiREnE TY IpFORM AIi t4iCA t pneF.1 S Ip.U S`^C COnP OeT N1 SnFE VA. 223E PRnCT I~;ES PARR S ~ e0T ~ ~~~~~ QF PLT TYP . Wave ,.y~aRntec"~t tRH,THIe~ n~s~;"'4Ata, SnEE,Y TRHCTUa"` ,„~. SI,nT~ REFER 10 BST RE ET. SU tiE 31 N[ FOR PA ER LV nII ALNFO 5 TT1a RU,. Ni~H ~ A ~: IIORIn L4 V- TANI MnDI5ON. 511n1t nnVE N iJNi0.AC~ iRU`'S TN CGnF ORnAryCf. ~•~.•~LO ~,~~ THE Ilti HC.( V T pLI PTl~ pt~ A 1- i0 THA lNt i~ RHIlO NO iVl- EnTERPat `E yNOtcnrEe atGtu ~Ei ~t ne. SS~p~n1'~ LS piHERWI~ OtGIGN NY EA(iI RL n Pft OPERtY nil nCNEe Of iH1- 0Rn- (~F SVE Y AE ~P A) cTfFl. APA TRH A COPY FRO THIS eTAL LING qnT lONAte QC SITE N411('t RN_aK 5111i~N PCR OpnANT Ply leb~llls n nNEHI 1 F ~R~ANT •*EUae pEV tnr the xe. Tn. s t can cony r xjM FOR ANY NG, NII'PS IONS OF SNO ncTn iFU iHit it ~I~e, yAC-M1t OR Ifi~-`T Jun PROVt~ KI ON Ollf - RIF rY pE tNF 8E RE S4 Oe51OT F. TPn NOII iW .fly O(n pC TI' 11 F Oµ Fng RIC IINC,. 8LE gY t FNCrtettHieG RE SY ONSIeIt IiY SOLtLY E F SP ON~I B11 ~Pt iCN (,ONE ORHy tdl p~F HnOft OE ZNOtN7~NlL Ot ~1R FE`Rtla nN 11FX p3 ALPINE nn, ReT~e,eA I~ N - Ft PTE FnCE nV iP`OI~n. VIEW fE SI(Nnl O[~nYiiNtet t~iR .,.n ~. EnE l1F Fln~t ..v net:E CI rft~~. ~lyf ~f INT. 4j- E~- Y:2 T~ LL' 20.0 PSF ~ 0 PSF TC DL 5.0 PSF a DL BC 10.0 PSF * BC LL p PSF t~r TOT .LD • 1 25 DUR•FAC• 24 0^ SPACIN~ le =.5e Ft' Sca 32327 REF 8235-- DA1 0610'09 DRW NCUSk235 09161073 HC-ENG DLJ'DL~ SEON_ 222243 FROM RCT 203 JREF~ 1TSE235- 151 CLUB OR( DUVAL CTY. 94108A (LENDRY NOMLS ~ #2 op chordd ZX4 SP #2 FL AZ5) ATLANTIC BEACH. lot chor DrSppedo oP Webs 2x4 SP 2x4 SP ~2: area (NNL). :Stack Chord SC1 cut in Center chord must NOT be notcheAttach stacked iaPeSh24d o.c~. Stacked top 24'• o,c, intervals. using 3x4 tie p th erpend~cular to late leng chord braced chord in notchable area using 3x6. dropped top ed chord ~ntnotchable area plate on stacked{aC°pPop chord chord length• p sf non concurrent live load. Bottom chord checked 40 live ao d L(180 total load. Deflection meets L( 3X3 3 r- Ilt I-4 4 8 9-8 ~---2 - 0 ~ 0-~--~ 3 4 0 2-4 0 4-0-0 NS LO O 2-10-3 1 1 0 1-4-13 Continuous Support 5.4-0 Over R=183 PLF U-26 PLF W-5-4-0 RL=11 PLF Crit: FBC2007ResojTPl-2002 (STD) g.01.00 Design FTfRT=20% 0°f°~ 5(2) TILLING pNU BP.ACING. H. NULING HLRPING. INS 63RD IINN TPI (i R1155 PLpiE INSTITUTE. Z ~:. XIRFME DARE IN fANRICA PUHLi S11EU BY r(tL1NGIL NF AMf RICA. UNLL SS W a v e EETY 1NFRRMniIONU HTr (w ODD tFUS. P L T TftU55Ey kFOUIRE E 2PJTM1) SifALL NAVE ~ ; TYP . **WARNINO*• Ruu-o ING conPOe xN NOR IA. v^. R Io PERaRMIN ANO xRITTOn ceoxo REFER TO BGSI I 53j}9T EUR SAF ETV PRACL ICES PRL1 ; NURII{ LEE STREET. SUITE 31P. FNTERPRI SE 1ANt, MAUIt N. Hi VE PROPE 0.LY ATiACNEI) ST RIIC (UR AL PANI.I. ~ ; RCG, lNf- SHpLI NO TED TRP GN NRD S11 AL1- Np NTHERw ISf 7NU 1Cp ITw p PRDPERIY ATT At HLU RIGID 'FILING. IN.1 LLpt [UN fONiRACiOR A , iGN ~'~ IHE iRI SS SN LOt14 (1R MAN rt NITS pNY f ILU Rf {4 BU1L0 THE 11W RrG NT**cunnl. i corr or nus Rts tNr RE iRUS-[5- Axu rrr- **1MPORTA NY I1F VIATTON TRNH THI4 0E IGN: RY F6P SS GpIV GTE EL. PPPLY 4114 PI'1 NG, IN TPLLIHG A BR R It 1 BE RESP RN538LE i0R IH 65 CB n.UC aR C( (w. S SE nL UN THOS ~ NR FANRIf AIING. I1 Af1UL4NG. IEU IN 11115 DE .IGN. P S3It)N PFR UR WiNGS 16Up 7- DESIGN CDIIF l1RM5 wl Tfl APPI ICARIF PRRYICIRNS Oi NOS (NAIL NAL OFS ALPINE TPI; R, , i_RHPRNTNT TFG pRE NAR f. RE 2NJ 1H/1(GA Cw HISti SKI t~k 1Hk LINLE SH IHEi~N ISE LOC NE% P3 Uf TP ti 20U Sf tEL Y}1 UR tUt ~~ rON NE GT NR f1A - TRUSS A SH All PE PEN Rk SI'U Nil BII IiY InE RF SF t~NSlR11.iTY Pl AIE< 10 FAC. VI EALE Df TOILUNFU RY Cr1 - p,NY INSPC CTIRN OF NI A;rLPI ANCF UI PR(~(f HS10N AI. FNGIHFERI I6 - ~¢(It$G~~P SHI1wN- 111E c,U{TAH]LItY AtiU USE RI fll(5 CUMFOIIF Ni FON 6Nr BU ILUING ~C, DRAWING IN(IICp TTS ANS(/1 P1 1 SFr. P. ._... e..iTdine Co(nP~ of srG".. ... ~,r.NVR PLR ASCE 7 05 CLU~tsfU'Wind BC DL -3 •" 15.00 ft meaEXPgB, wind TC DL-4.0 p 120 mph wind, CAT II, anywhere ~n00 GCpi(+/ )=0.15 psf . Iw=1. Wind reactions based on MWFRS pressures. USE PUREI END (F T) ST ART (F T) 1.73 IN LIEU OFD STRUCTUSPACiNG(IN pR~RI6ID GEIL ~ 4I 1,73 CUOR 49 1.73 5.06 TC 41 0.02 5.06 TC 61 33 duration factor. BC All wind load cases on this truss have a 1. 1,5X4 tU Y:2 FL -/4/ EI 20.0 PSF TC LL P ,./~ TC DL 7 .0 P S F ,`~ / .'•~ ~'~ BC DL 5.0 PSF No.62212 0.0 PSF * * _-_• BC LL _--1 0 PSF 42 STATE OF %pc TOT.LD. , .FLpR10~v~~' DUR . F AC • 25 1 . .....»..• S/0NA1.~ SPACING 24.0„ _~_ Scale = .5"jFt. REF 82 35-- 32328 DATE 06/10(09 DRW nCU SR235 09161075 RC_ENG DLJ/DLJ SEAN- 222254 FROM RCT ` ~1REF- 1TSE2 2X4 (C5) = 1. ~,~-, ... IH1J U4YV YKtF'AKtU YKVM I.UMYUItK 1NF'UI (LVAUJ 5 U1MtNJ1UNJ) JUtlM111tU tlY IKUJJ MFK. (941DF~A (LENDRY HOMtS )i5i cLUn uH/ uuvN~ sir. Hi~Hivllt, cseH~n, rL Heo) Top chord 2x4 SP {/2 Bot chord 2x4 SP f~2 Webs 2x4 SP ~3 (H 1) _ (J) Hanger not calculated Unavailable supporting member. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END (F T) TC 75 2.27 7.06 BC 86 -0.12 7.06 3 ~ 2 X 4 III 898 1.5X4111 ~2 0-0~ PLT TYP. Wave ALPINE 17W Building Components Group Inc. Haines City, FL 33844 FL COA #0 278 2X4(A1) R-442 U°139 W=8" RL=77 7-4 0 Over 2 Supports R 286 U=73 Design Crit: FBC2007Res/TPI-2002(STD) FT/RT=20%(0%)/5(2) 9.0 .00 '~WARNIN~k' TRUSCES RFOUI RF C%i Rt MF CARE IN FABRICATION, IIANUI ING, SNIPPING, INSI AI LING nND ERACINf,. RFFFR TU RCSI (BUILDING COMPONENT SAF FFY INFURMniION). PURI ISIIFD NY TPI (TRUSS PLA iE INSFI TUiE. 218 NOR ihI LEE STREET, 51111E 312. nLEXANORIA. Vn, 22"114) AND NiCA (HOOD iRIISS COUNCIL OF AMERICA, fi300 EN IE RPRI SE LANE. MADISON, NI SJ)19) FOR SAFETY RRACI If,ES RRIOR TO PERFORMING 111[SC FIINCIION S. UNLESS t1 DIIIER411 SF INDICATED TOP CHORD SHnLL HAVE PROPERLY AiTA CIICD SIRUC IIIN AL PANELS AND BOTTOM f.H ORD SIIA I.I HAVE n vaDRf Rlr AnACneD RIGID cE DING. a . IwIMPQRT i1N T`~~F URNI511 A COPY OF IRIS IIF SIGN IU iHF INSIALI AiION CONIRAI;T DR. !fW BCG, INC. 511 Ai I. NOi =~ RF RE SV ONSIBLL (OR ANY DFVIAI ION Fft DM PHIS OF SIGN: ANY YAILURI: 10 BUICU IIIE TRUSS IN COMFORMANCE Nlilf $ TPI; OR F NRIfAI1NG HANDLING. -III PPI NG, INSTALLING 8 BR CING OF rRUSCES. DESIGN CCNI NMS WI 111 APPCICAPit PR VISIONS OF NOS (NA FI _NAL DESIGN SPEC. BY nF&FA) AND lPl. IPM BCf, C IN NE CILR ILAIfS ARC MADE OF T /1B/IBGn (W.U/SS/K) A I C.Sl f,R pE d0/FO (H. K/U.SS) GALV_ S1CE L. APPCY PI HIES IL C f1 FnCE IIF TRUSS aNU UNLtBS OiHERUI St LOCniFD ON FIIIS pFSIC,N. ROSiTtON FER ORANINGS lfi OA-Z. ANY INSPE CIIUN OF RL iCS FOLLONFII BY (i) CI{qll BC !`ER NNF% A] UI IPII-)DDT SCC.l. SF AI ON 11115 UH AWING INDI CAICS .CEPiANfF OF RR OFFSSIONnI LNGINFF P.I NG RL SRONSIBIl11Y SOI FLY hON TIC IRUS~ COMPONENT DESIGN SII OW N. CHF SIII IABILIIY ANU USE OF THIS CUMPUNE NC FOR ANY flUILDING IS IIIE RESRONSIBICIIY DF 1111. aun Dlrvr, DF SI r,NFR vER nxsl~rrl I sec. z. Y:10 No. b2212 ~ r STATE OF i e., Jun 2114 FL/ /4/-/E/-/- TC LL 20.0 PSF TC OL 7.0 PSF BC DL 5.0 PSF BC LL 10.0 PSF TOT.LD. 42.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.5"/Ft. REF R235-- 32329 DATE 06/10/09 DRW HCUSR235 09161076 HC-ENG DLJ/DLJ SEON- 222238 FROM RCT JREF- 1TSE235 Z03 120 mph wind, 15.00 ft mean hgt, ASCE 7 05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpiO/ ) 0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non concurrent live load. Deflection meets L/240 live and L/180 total load. All wind load cases on this truss have a 1.33 duration factor. G REQtj1REMtIV 1 J ba`M1 v• o ANp g~CIN "~„ bracing, and strong of web • G Ical scabs, ecles and grade load sharing between S,~R~NGgACK gRIp~IN ~•- 9rlade aiked same sP bridging is~ll d creas in the s6Wnesdetaihs, back sho m BUTT STROT GGE ~iER grtiDGING ¢~ .~" `WITH 10d BO%tGUN O.G ATTAGH SCAB IN 2 ROy4S AT 6" (0.131.x3.0")NAILS 4• -0" 2x6 SCAB LAP/~S[TRPSLPACING NOTE' IN UEU OF BPLIGING AS BFx~ SPLICE pET AIL BRIDGING MEMBER BR~D~ING ONE TR115`' STRONGgACK referred the P To 1~5 ~ and Z are TACwit3o°d GO ~MOOd NpTE: Qeta (0.48"B"1 NAILSOR(~iLS „I 10131 x3.0") H10N (0.148"x3~~ TAP BOwGUN (OOF 2x4 SC T~ SLOGK Wt AND BOTT SMRON OB 48 x3.0"l NAINAILS. ATTAGH MrAON l 0131"x3.0"~ (3)1( )1 d BO~GUN i ~mPpnents Group [nc. gtnldln9 ACK ATTAGH STRONORD W TOM TO BOT 3" SCREWS TIVES tzt#1o- ° ° RNA ApH~ENT ANTE n. BD3[ iBnitdm6 R~pGiN(± A"('~ Reter to and t°„ ,nstaRers shall GK V f'~ is end ~gAARp ~ p nL ~aboicatin8• hCA} t rB~tetY,Y a~ ti cehoP h ~~i h Pe manent lateral ` estrein voftK bse shall ha S1R~N READ FO~e wT eHise. P more intorma d •"ttARN~G"t Satetytremeint Pet beT Y18 ~c„ do S s t~ hAOtis gcationsnotes Page for m ibis desi8n, gCG F o'nnecto P18 es Trusses re9uir tntorma ion, BC$l. ~ d c t ene[al c Comp°nen orarY brat B roP de lemP 11 have a P ~ B7. CONTRACTOR. deviation Er° t Lrnsses. ~h lace of truss. [ chord sha [ gC91 sections 03 ~STALt1,T1Ot1 ble t"s any k brac'tAn6 Y laces to eat nottom instailed Pa TLD3 DE CG) TO t be resPonsi~ taltin6 steal. PPl P rs o for the truss bracin6 CDP'i OF shall handlinB~ shiPP' H,$} 6aly. ,bditY solely t the Buitdtn@ ~RN[SH GYOUP Inc. 1 ricatin8~ ri B resP°nesp ns[bitdY o .,t'tPORTANT"" Ag53 8rade 37 (dO(~ IxJ~t asionat ° buildin6 is the ITN Buildln6 Comp°anoa sviths n AS7~ l i ccePtanoe amPOneo any the trnade rot 20/LBj bovep end o fofn na sates a of this co t for ~p lecsate ar8 8 a d use t(`C'. ositioned as shorn a eovee Pa a 't n ~ sbcind, tom; az tshY~ p o this dra sti nr The suitabili Y ~A. AomP°ne t destBn TPl 1 Sea ~. tplnst tom'. DeslBner P~ Nwhcfl court TPt+ ~"' lTw-BCC. ent meth attachm ~-The purpo$e °f strong to an over resulting bridging, Positioned as individual trus 2x6 strongbmax ~ stem. 0 o:c, ( bility of the floor sY. 10' - lateral sta als not to is required at Is to provide aired at inte de of the 1 bracing is req The Purpose of latera lateral bracing at the upper s ~- 4 continuous ositioned Zx QTE_ when P satisfies the lateral bracing member. „ o.c• N also 10' -0 k bridging of the truss• exceed stron9bae chord used bottorn chord, for the bottom istakenly requirements sing" are sametiaural requirement on9. ^brid9in9 ~ and "b is an important situ strongba0k bridg The terms "gracing" articularlY ~~ tion. to addition eab-Y• °gridging ~ help control vibra interchang { s stem• between adlacenttrus tlon any floor or too Y truss system to al v;bra is a requirement to a Dint loadb once" or residu in the distrib et~e~ to reduce footsteps- to aiding ridging such as stron9back b ving Point loads, ced by the msd bytiTW from m° s are enhan mende resulting s stem I recom ante of atI floor Y is strong Y The Perform bridging and therefore pack eats Group Inc' SCSI (Building of strong Comp refer to Building arding bracing, ditiona- information aton)• For ad fety Inform ~~ Component Sa -' ~ BACK IBR G{NG STRONG aeQU1RE_ _ STRONGBACK PSF Rp,F pg TC LL pSF TRW STRB IBRp409 TG DL pSF BC DL pSF BG LL _~--~ pSF ~,r~~~`~,EN$~:°:v~ TOT. LD p0 4~ >. * ". ~c SFACiNG i - - . 'STATE 0~ ~~~-- DIAGONAL BRACE OPTION. ~,,RTLCAL LENGTH MAY BE DOUBLED WKEN DIAGONAL USED CONNECT BRACE IS CE FOR 74O# DIAGONAL END MI`X WEB AT EACH GTH IS 14'. { TOTAL LEN VERT[GAL LENGTH ~""`" iN TABLE ABOVE 2X4 SP OR Dp'2 ST FD ~}2 x- t ~3, SPF R1pIAGON AL 0 BRA ~~~TN~~ gHOwN) DOUBLAT UPPER END. i ~~ AT WEB. 1 SHEET'. instatltn6 g°d bt °ce P°~ ato$e, rf Pm~fld NECT DIAGONAL ON THl filing. sntppin8~ for satetY P{0 mooted atH &~ached BSI CON T OF VERTICAL ANU W AL {aNro~°gtinB, hen TPt and WTCA) HCSt. Unlessa ProPerlnatatled Per MlDP01N T~ 4sesNre4nT °ComP°~ O~sh t P{O idett.e eP r nd bottom f N¢b nIo ell ha~e brac~nB ` gCSI (Buildin8 tpstaliers d structural P° test restraint °npre ~ s rmatio ~ m this design these tuned r perlY attachtor Permanent lan°~s Page tot CONTRACTGR. deviation frQinstalttng ~ d4/g shall ns ~°ations shownthis 1° OF g°nera TG INST At.LATi~gPonsiblR f handling. shipP~ p85S grade S7¢taiis. ceiling B3 & H7. See TH19 9ESLGN shalt n°i bo W HfS AST and 3oibll O i seotlo FURNISH C04Y In° IL,I.WBCG) with TPI, of 20/18(tg~Aa( shownx aneedng resPbuudtng s tbeY Group °nforman°° a made t ne s n ,.tyPGRTANT++ComP°oenta truss in c l t ac of truss. F°si `O rotessional a Bl nt for anY ITW Building to build the unector P&hsface tents end Pof this comapge rg anY trusses. t plates t° Indicates eccePtY and use ~~- tailur{ tTWAoF YcO utt°b+~ 2, m, ICC. f cing tv. steel. r over Pagwn_ The s TP1 t Sec. QustrY ~O ~mP~enls Group lr>c~ (xIW/H o) ghis drawing t design sho Per oNST I~,GA. www sbcin Building p seal n comPO4$ntildinfl Design`Pinst.° n`' {or the truss of the TPi-. ^'T~`" ponsibtlitY twhc&~om: ITW-HCG~ w`Pw i E~ Gdy MO B9M5 gEINFORCE ENCLOSED, I E STt7D HEIGHT, •~ ~ BRACE .,L. BRACE '. (L) 2X6 L (2) 2X4 ., n GRGUP B GRDUP A GROUP SPEED 15 MEAN „ „va "L„ BRACE 11' 11~ 1.0~;; No, 52212 '09 ~ STA?E Of SPECIES AND GRADES' IiftAC[NG GRQDP _...r tP A' - ET AIL NOTES'. GAELS TRUSS D CTION CRITERIA IS L/ZAO. IDS PLF OVER EVE 7AAp DEFLE LOAD) CONNECTlSNpS~OTC DEAD pgOVIDE UPLIFT VOUS BEARING ( FROM 4, O,. CONTIN ORTS LOAD 2' 0^ OVERHANG. OR t2 GABLE END SUPP OUTLOOKE~VERHA G' IOd NABS pLYW00D L„ BRACE WITH Z. 0 C ATTACH X3H nun) SPACE NAB'' AWEEN ZONES. * (FOR (1) L ZONES ANA 4 0~ NAIg S AT 3" 0 C. IN 18" END SPACE ~ryp6EN ZONES. ** FOR (2) .,L ggACESAND B', p C. R WE8 IN t8" END ZONES g0% OP ,.~. BRACING MUST BE A MINIMUM OF MEMBER LENGTH. „rnTF..5IZE5 TQT, LD SP AC~~ p„ 12415 ASCE7~05~ L~1~09 ~~20150 TRUSS PLATE St~r.U I GABLE pETA1L FOR RIATE lTW GABLE TE SIZES FOR VERTICAL STUDS REFER TO APPROP TRUSS DESIGN FOR PEAK, MINIMUM PLA O REFER TO ENGINEERED PLATES. SPL[CE. WEB AND HEEL A TES OVERLAP, US AREA OF VERTICAL P~ ERS THE TOTAL wEB. g(NG EL PLATE THAT SPAN THE THE OVERLAPPED PLATES TO 2X4 / 2X8 EXAMPLE: f 2X4 i ,.,F„ „T. MEMBER R ~~" REINFdRCING MEMBER ENDNAIL DR TOENASL MEMBERS. •.T~ REiNFORCTNG FROM "L TO LENGTH (BASED ON TO CONVERT„ INCREASE BpETA[L) MULTIPLY GABLE GABLE VERTICAL APPROPRIATE iTW REINFORC OM CHORD MAXIMUMISLi~WFgpElel TOP TO BOTT SE W ~ "~„ BRAG "T' WEB LEI~~TH 1NCREA WIND SPEED T REINF. INCREASE MBR. SIZE AND MRH 50 140 MPH 2x6 .,, 7 ~~ ~ THE ENG[p1EERED TRUSS DESIGN. CTIONS FOR UPLIFT SPECIFIED DN CONNE ORCWG MEMBER WITH PROVIDE CH EACH rT,• REiNF 4" 0 C PLUS ATTA NAILS: „X 3 ~• MlN) NAILS AT END10dICOMMON (O.i48 CHORD (4) NAILS IN TOP AND BOTTOM 3",MLN) TOENAILS AT 4" 0 C- PLUS TOENAILED NAILS'. 0148 x DM CHORD. ASCE lpd COMM IN TOP AND GABLE DETAIL FOR (4) TOENAILS C B THE APPROPRIATE ITW THIS DETAIL TO SE USED W[TH DETAIL DRAWINGS p10015960109, WIND LOAD GABLE 0109• A11015980109. A100309@0109 ASCE 7-`08 At201598 A11030980109 A12030900109• A100150201D9, A14015020p109 A130159@0109, WINGS A1403002 A13030020G pLE DETAIL DRA A11015020109. A10030020109, A12015020109, ASCE 7- A11030020109, A12030020109, A10015050109, A14015050Q009 A13015020109, DRAWINGS A1403005 A13030020109. DETAIL 0109 05 GABLE A11015050109, A1003005 ASCE 7' 50109 Ai2015050109. A11030050109, A130150 p12030050109. MAXIMUM A13030050109 DETAIL FOR GABLE GTH. SEE APPROPRIATE G gLE VERTICAL LEN UNREiNFORGED +` ~. `_ ~~ ~ ~~ AIL GAS IN VERTICALS FoR LET- SYM. (y. ABOUT 1' nen•5 GtOUP Inc F3uildin9 G°mW Eanh Ggy MO 83G4h Refer t ford ~ifl V^ tnstatlinfl and bracin8~ to Pe ° d SHEET'. PGyLGW AF,L NOTES ON handGnB, shiPP'CA For satetY Practi e d P th gliached P td ..WARnn"' eztre,,.e care in tabricatin8~ TPI and WT ) yCSI. UnlessanProp°rLystnllad Per F7 Come°ne et y shall Pro ide ttemP end bottom ~ erd yb atf have brac'nfl ° p b~ Trusses require straint i Formation- DCSI iguildlnq hrstall r structural Penels t nen th these functi roPerlY ettachto Pa, t late tes Pn6e for more deviation fro` is de& 8n• rma shall have P shoxn b s genera n° TLON GGNTRACTGft'nY ~0J80 lAC pf~87. lNSTAI.bA (or sniPPinB, nsialae 37I s thing. t is ceiling See this 1° DESIGN TO sections 83 In Ht( of berTFabr'ma 8GA ~ an S/xi Aarfyi A853 n )etnili e ailety FURNISH COPY GP N,gHGGI sw;1H.h TPi• °° 2D/ ~ s spawn above and ° onaibi Y. so ,.IpiPGRTANT' CDmPpnents GrouPi °ontorm C COare made t s18 d a a angineecing resPbuildm6 a the iTW Huilding build the trusc n t For anY IT'WHCG °n ~ yt to P a t'stace °t pta~°epandeFri tthis°R n'P°uen a Y Failure t° 1 P a e indicates acce and us ° co to org bracing trussas. of th's dreet. Ap de gn sa$e AN9T~abilit~a~in m; ICC'. ~r`-ices tx~W(H,S) g la. erring °r 9ver Pjyoern- The TPI t Sec dvstry.cO 1 Per ft.~p~. t real °n of rtHenen pasigner om: I'F"pP HCG `w++a'.+iwbcfl~@°m'.rTP~ cPinstc _-JJ t`5t$ (~,po.52212 i40 MPH `° 2x6 5u ~^ 1D 30 ET 30 MPH 2x4 6 50 1 15 FT 2x 2x4 10 50 130 MPH 2x8 10 30 FT 20 MPH 2x4 6 50 1 15 FT 2x 2x4 10 40 120 MPH 2x6 10 30 ET 110 MPH 2x4 2x6 40 t5 FT 2x4 10 50 110 MPH 2x6 20 q, 30 ET 100 MPH 2x4 2x6 30 ,„ , 30 MPH 15 FT 90 MPH EXAMPLE= SPEED = 100 MPH I{zt = 1 00 ASCE WIND = gD FT. MEAN ROOF HEIGHT 24" O.C. SP #3 VERTICAL = SIZE ~ 2X4 1p9 1a0 GABLE LING MEMBER pg-VE) „T„ REINFOR FROM 6, ?,. GTH „Tr BRACE 1rICREASE t GTH = tl) 2X4 ,.~'TB REINFO CED GABLE VERTICAL LEN 7 = T 3,. MAXIMUM l.lo x 6 VERT REF LET-IN DATE GBL ETIN0109 DRw G MAX TOT. LD. 60 PSF > UR. FAC ANY * AX S~l._ ,. ~ f,, ~=~a`J j~~~, Tz, CITY OF ATLANTIC BEACH s ~ PLAN REVIEW SHEET ~. j :.r Building Department ~y~'jIJ` 800 Seminole Road Atlantic Beach, FL 32233 904-247-5826 PLAN REVIEW COMMENTS Permit Application # 09 - d ~~ ~ Property Address !S< CCu~s IJ7yG/-G Applicant: ~'~`~" G ~`~ Project: ~~.~L~t.~'`~t Review Result (Circle one): Approved Disapproved Approved w/Conditions Review Initials/Date Development Size: Habitable Space Non-Habitable Miscellaneous Information Occupancy Group ~~ Type of Construction ,: ~ Number Of Stories Maz. Occupancy Load ~~- Fire Sprinklers Required ,w4- Flood Zoae /lD r~lkvo y(,~c.d ~ mac. sr~~.-~ 4' se mot- t~ - GAS j ~-c~ r oa ° s~ 50 ~~ -t~-i G,,- ~ 't s ~ s % ~ w,` !SG S ti 'U'rn-~ .~ Z. -csa s F r sf~~ t ~ =,, ~, ~ ~~ '~, CITY OF ATLANTIC BEACH '~ ~ ' s PLAN REVIEW SHEET ~ ~ l ~~~~ ` 1" ` Building Department ~~Ji1~r 800 Seminole Road Atlantic Beach, FT. 32233 904-247-5826 PLAN REVIEW COMMENTS Permit Application # 0 / -' O ~` ~/S / Property Address / S / C /ti(j ,(~~, /~f~aaa ~ Z ~ep~/`j ~ ~^~ Applicant: r ~/n rr G / ~ Project: /'UPt,~. Siva ~~/~, y~4 rr~ ~ ~v ~ a~ ~.. Review Result (Circle one): Approved Disapproved Approved w/Conditions Review Initials/Date Development Size: Habitable Space ~ o~ Non-Habitable Miscellaneous Information Occupancy Group ~-~ Type of Construction Number Of Stories Max. Occupancy Load Fire Sprinklers Required Flood Zone L # y~/3 -R3 2 naf /ma c ~ v s ~io%~-i ~as c~ooR . 5~~ ~vls . ~ - ~"~. ~ ~ I of n ~ ~ ..~ A `~ ~ n - ~ 1° S ~ ~'~ /~ 3 ~t.{. ~.n_C.~ ... ~C'.y7. b ~+~ e"st. ~- .~`ULw? ~ ~'S/4° ~ + d ~ t®t`(°7~'t ~ ~' ~., ~.. ~... ~~ ~~ ~ -.. ~C"~a ~~ .ab~~ ~ ln~L S ~~, .~. s Buz ~----~... c~~~ v ~..~~ a~ . ~..~ t ~.~.~.. ~. -~ ~ . ~' ~,..~ ~ ~.: d ~1,G ~,~,.. , ~rU d ~.. ~ ~ p I f ~~ ~-c: ~.~ ~ ,l cc;~ ~.-' IOC ~ `"ir~- r c~-c.l ,' ..c ~ / ..~. .r'I~ ~ C ,~ ter. ,~- ~...s~ e.... ~T„ ~ r y. ~ t-S dl u'C " t'~t C t~C,a, a.. G ~ .. '~ A,ec.`s~ C~ r~~~~ is > i~ v~S~ ~ ,3.~tg ,A~/G ~ ~ •~ ~ ., CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Building Department 800 Seminole Road Atlantic Beach, FL 32233 904-247-5826 PLAN REVIEW COMMENTS _ Permit Application # ~ [ `" 0 ~ ~~ Property Address ~ S ~ C ~t~~j ,OD~.~, ~f1 af1 T/C- Applicant: L v S ~~ /fpi?7~''S /a~ /.fir,/Q r+ G Project: ,~Pw s.~~? Review Result (Circle one): Approved Disapproved Approved w/Conditions Review Initials/Date ~~ F f Development Size: Habitable Space ~~/o-~s~~ Non-Habitable Miscellaneous Information Occupancy Group ,~-~_ Type of Construction Number Of Stories Max. Occupancy Load Fire Sprinklers Required Flood Zone ,,~r~~+ ~~ / L #"Yy3 -R3 e not rna c ~. a a s /icli~ fas `` cYooR . 7 I~ 3 ~ ra / 1 ci-C,, ~ O G Lf~.~t i ~.E-~ " t ~~~~t M i ~ c.4!'.S~e_ e~ ;a~r~ tn~ ,~~ ~oQQ ~~~- ~~ ~ ~,P,~.,~,~-~ a "Z~e' p ~ .. ..,tom 1~'tr E 1-~ ~ `' ~ -~ . ~ y ,. ..`f" jC. C-~i ~?.~ ~ ~- l l~ i/t. t .S -~ Q- ;e, G. ~ wwtt ~ ~/ ~ p 4 -/Ll a ~tI'. ~"'irt_~ tl t_ tl l.. ~ ~ a'r ~ -,~ ~ t' e,c.. ~. E;,f ~ C.t.~t, .at ~ c. ~-~~ ~ ~., ~c ..t , ~ F/1 - / ~ ' . r,~,~., f,~ ~r,~ J~" "~iS. r ,. 3 yr City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 Fax (904) 247-5845 E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION NUMBER (To be assigned by the Building Department.) 0~- o~q~' Date routed: APPLICATION REVIEW AND TRACKING Ft~RM Property Address: /~~ ~ ~k ~ ~ ' ~ ~ C Applicant: ~/ ~ Project: ~VL k~ ~ i ~ ~ ~- ~ ~ ent review re wired Y No Plannin ~ Zoning ree r Pu Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verged B Date Florida Dept. of Ernironmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: roved. ^ enied. (Circle one.) Comments: / ~ ~ ~ h Q-~q-e~ UILDING PLANNING & ZONING Reviewed by: 7 -7 -t~ rn Date: TREE ADMIN. Second Review: ^Approved as revised. ^Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ^Approved as revised. ^Denied. Comments: Reviewed by: Date: Revised 05H4/09 J3/r '~ ,, CITY OF ATLANTIC BEACH (, r 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 f ~~,!~ OFFICE: (904)2475826 ~ FAX NO.:(904)247-5845 ~~' ~ ,,~/ BUILDING-DEPT(c~COAB.US - BUILDING PERMIT APPLICATION 09- ~ _ ~._ _~- ~ _ ~ DUVAL COUNTY 1 J06'ADDRES.S 2 VALUATION (~F wCRK 3 $Q. FT.llNI~R ROOF _ i s ~ t, ~.~ ~ ~~ ;~ ~ .s~z ~s~ ~ ~' 4 «~ 4. LEGAL DESCRIPTIOM 5 CLASS OF'JvCiRK. 5. USE CF STRUCTURE i_ r 12~ ~ BLOCK(`' ~ ~Uf3UI~ISION mil-./ ~~T~ ~i`= ~~' 1 NEW BUILDING ^ DEMOLITION ^ADDITION ^CONVERTINGUSE 7~RE~IDFNTIAt ^CCMMFRCi%•.L 'r DESCftIPYIC~N OF VYORK. ^ ALTERATION ^ ACCESSORY BLDG. e FIRE SPRINKLER. C~~:.~~.. ~ l _ -i }-~ ~J,--..^ _- < /_.. ~ - ~ l ~` ~ ~ ~ ~ ^ REPAIR ^ POOL/SPA ^ vES ^ rJ'a _ --- h ~ "" ~ ^ MOVE ^ OTHFR NO PROPERTY,OWNER: CQNTRACTOR: ARCH TECT / ENG EER: 9. NAME: 15. COMPANY NAME: 7 1<7~ 23. COMPANY NAME: E 24 LICENSEE NAME 1 16. NAM : ,. . 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: yy// r~ "~ ~ ~ i ~ ..~~~ f~~-0'4a Yr ~~~ . t~l./~-~ .-r C u3 ~ t.~^r`-1C,., '' 'L. ~ ~y 18.ADDRESS:ty ~`,1J..#.r ~-~ +r`~iGr ~ 2~~~ESt,/':~-52-~ `.. ~~,,~ ~,~ ~- ~- ~ ~ ~ ~A~ , ~~.~~ Fd. 3~ ~ S ti~ 11. OFFICE PHONE: ~~- ~7l- `-15.3 12. FAX NO.: 19. OFFICE PHONE: c `) ~Z-`~ }~l~ 20. FAX NO.: 9c'-f-~-=`Zin~ 27. OFFICE PHONE: ~t--~l•-0;~~ 28. FAX NO.: a~`~~~~/- ,.j~'~. 13. CELL PHONE: 21. CELL ~~O_NE~ ~ ~'~! ~~ r, ~( 29. CELL PHONE ~ ~ g l ~ ~~ ` B k 14. EMAIL ADDRESS: 22. EMAIL DRES~s is ~t~t 4~T~ Ir r} ~~c~~~'_s ~~''~'"' 30. EMAI ADDRESS: ~c ~ % --~ . ~ ~ FEE SIMPLE TITLE HOLDER: 90NDlNG COMPANY: MOR GAGE LENDER: iIF oTHEn ?t1AN pWNER) 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Si ns, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. **~r WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR N OF COMMENCEMENT. C1WNE or A ENT CONTRACTOR Crw r3r b y or P. nett LetterR~uiredj (QuaUfier Only) 2 ~ ~ ~ Date: `" ~ ~'" n1 , Signed: Date: Signed: f ) Before me this ~ day of c L-~r-~-~ , 2009 in the county of M'e Before me ~ day of - , 2009 in the county of onally appeared Florida, has p ers Duval, State of Duval, S orida, has personally appeared // `` / ~ herin by himself /herself and affirms that all statements and dedarations are herin by himself /herself and affirms that all ements and dedarations are true and accurate. ~y J ~+""" ~iQ "'° ~~` true and accurate. Count of ~~'f'- te of /~~ bli t L St t P N ,County of Notary Public at Large, State of y , c a arge, a o ary u Personally Known Personally Known - - ^Produced Identification - ^ Produced Identification - Notary Signatu Notary Signature: ~~' ~~ iiXpIRSS: 59ptember 13, 2011 r w ~;r`` pan~ied fi1iYU Notary public Underwmere ~I ..,._,.~~:,.~~~.~ T ~M~~PLIVVANCE BLDG01 Permit Application Bldg: REVI ~ ~ 12/18/2008 ' ~ ~~~~+~ B+%c~C~1 SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS. s ~~ ~ ~L ~ co~~ ~, :' i REVIEWED BY: ~ DATE: ~- 7~ § 24-17 ATLANTIC BEACH CODE Garage, public shall mean a building or portion thereof, other than a private garage, designed or used for the parking, storage and hiring of motor vehicles. Public garages shall be permitted only within commercial and industrial zoning districts. Garage sale shall mean a temporary event for the sale of personal property in, at or upon any residentially zoned property, or upon any commercially zoned property independent of any business licensed under this Code to conduct retail sales upon such property. Garage sales shall include, but not be limited to, the advertising of the holding of any such sale, or the offering to make any such sale, whether made under any other name such as yard sale, front yard sale, back yard sale, home sale, patio sale, rummage sale. Government use shall mean the use of lands owned by the federal, state or local government used for a purpose, which is related to governmental functions. Any lawful activity is permitted without restriction. Any lands used by a government, which are converted to private ownership, shall comply with the requirements of the particular zoning district classification and the comprehensive plan. Grade, calculated average shall mean the average elevation of a site, calculated prior to excavation, fill or land balancing. The average elevation of the site shall be determined by superimposing a horizontal grid composed of ten (10) equidistant lines by ten (10) equidistant lines, arranged such that the outer perimeter lines shall be substantially aligned with the exterior lot lines, over the existing site. At each of the intersections of the lines of the grid, the existing grade elevation shall be determined by a registered land surveyor using standard practices. The average elevation of the site shall then be determined by adding the one hundred (100) elevations as measured at the points of intersection of the grid together and dividing by one hundred (100). This calculated average elevation shall be used for all determinations of building heights on that site and shall be recorded in the records of the city. Alternatively, and by mutual concurrence of the property owner and the building official, on s,~it~wh~ er_e the existing grade is predominantly flat, with few or no variations of grade, the calculated average grade may be calculated by establishing the elevation at the points of intersection of the exterior lot lines plus one (1) point at the approximate center of the property. All points measured shall lie on or within the lot lines of the property. Grade, developed calculated average shall be used for lots with existing structures or sites where a structure previously existed and no record or means of determining the calculated average grade exists. The developed calculated average grade shall be determined by superimposing a ten (10) by ten (10) grid of elevation points over the entire lot. The average elevation of those points not lying within any portion of an existing structure shall be the developed calculated average grade for the purpose of building height measurements. Alternatively, and by mutual concurrence of the property owner and the building official, on sites where the existing grade is predominantly flat, with few or no variations of grade, the developed calculated average grade may be calculated by establishing the elevation at the points of intersection of the exterior lot lines. All points measured shall lie on or within the lot lines of the property. Supp. No. 29 1416 OF ATLANTIC BEACH T FOR E CITY the EE TH ers on ATI4N SH a rovaf numb We gNI anon for pp erm-t. pV AL INFp the inform a building p fisted pDUCT ApQR CE ~2, please provide ou are applyingof the applicable PR CN gESIDEN FL 32233 Code 9B- H,hich y E: ULRl UB DRIVE AB' ida Administrat-ve coon protect for rovaf number for any STATE FL# CT NAM 151 CL d Flor the constru roduct app or PRp~E DRESS' 553.542 an utilized on the p uildin • LIMITATION OF PRp3ECT ~ Florida Statute w, if they will be should you not k to ed at H,ww.floridab aired byonen Belo rode ct A rovaf IJFAC URE'R D ~~I~p Io VsE As req is listed ct supp ma N comp contact you local p rode MAN buald~ng ardin State Y recommend y°n anon FL48b1.1 re orm roducts. Inf Y1 CATEGOR Sectional SUBCATEGORY pOR ASSENIBLlES poor ~,EXTERIORD pverhead Exterior Door Corporation Assemblies A OR L_UP $ sT$ oNA~- ~ 5LID~G ~. Sw ~~~ INOINO ~IMpp,CT RESI5TANT* ~.5w pGT Industries Therm°-Tru Corporation Sl d 9 Glass poor Suring ng Exterior poor Navy Plastics Corporation" pistinction Door esistant, 'f'~~ impact R Missile Level D (9~0 ib 2x4 traveling at 5fl f!s). Rating is W ndow 72x72 (actuai buck size . Design Maxima Rating Presle Door - + 67 A " Sing poor _ + 67.0 Double Door 60.0 -60.0 (See ~abei for Variations) Exterior French poor ~~~°~~ roduct meets the ~ This Ant for the St' of ram exctudin9 the PiHVHZ" pistinct~on Gliding Fpm ce Grade Perform SGO-R50,IMPpCT Positive 55.04 SFn sand ~~ ir` F~117~ ~ 3L 8731 f E CO?~! fissile FL4438-R3 1mPact Resistanlb 2x4 ti *IMpA~~ Fixed Level D t5 ~~s). Rating BEING' traVeiin9 72x72 tactual pGT Industries Windows (IF is F-HG60 uck size . USEQ) window b Missile FL4435-R2 Impact ReS'stant, Rg0 g 50f1s. H- AWS *IMpA~~` Single Level g.0 L D 5 T est Rep°1~s 2'~ pact Fixed dustrieS un (IF BEING 52.1254586,4587,4828 AI. p~T In N 9USEQ) pTL A l~pact Single Hung B ~p,SENlE1`jT C DD AL ACTION D DOUBLE HAG E SB.IGLE H~.IG F .FIXED ZDl~TAL SLIDER G HORl S5 THRQUGH I. PA 1 MULLIONS _--- K. W ~DBREAKER Stucco mixed in ~r,_ 3. PANEL WALLS NJ A the field None Listed Soffits ~___.-- Alcoa Horne p,. SIDING Inc. Exteriors, N/A F~1621 OR INSULATION FINISH SYSTEMS) C, EIFS (EXTERI D. STORE FRONTS E, CURTAIN W ALLS FwALLL p VER G. GL SSA BLOCK G PRODUCTS ~. RppF'IN A. BUILT UP ROOFING EITUMEN ROOF SYSTEM g. MODIFIED GLE PLY ROOF SYSTEMS C. SIN POLYET~NE ROOF SYSTEM D. SPRAT APPLIED ~~~~ E. ROOFING FASTENERS SULATION F ROOFING IN G ASPHALT SHINGLES g WOOD SHINGLES AND SHAKES oration Asphalt Shingles Elk Corp products should be applied in accordance With Published r,.~tintl Instruct F1.58b L ROOF~G SLATE ~ ROOF TILE AppIESIVES ADHESIVES-COAT~GS K. CEMENT5- pL~p ROOF SYSTEMS I,. LIQU~ ~ pERLAYMENT5 M~~ _STRUCTURAL METAL ROOFING N .NON _-.~-_ O ROOFING TILES wATERpROO~~G p. or S _i,ropact Rcsistant Hurricane prro IS•9H~TTER A A~ON $ $A pH NiA pp.NELS - Fact Re C. 5T0~ _ FI-14~$ Roof TAM OK Roofing Producfis use in FL6855 APPr KvHy No rJhuttZC'S APP~OV HVHZ: Yes Resistant: Yes i cane outside Hurr a~ +40.0 or, ~.,-~ De pgn Pr 40 0 e, Arm See ItJS`( 6855.1 ot~er~ additional use for any instaiiation limitations andions. pC LOOIAL E ROLL_UP F EQ IpU ENT 6.5 GI HTS A SgyLIGHT 7.5TRUCTURA'L C~MppNENTS p,. TR~ATES CONNECTORS B. WOOD CC, ANCHORES E. INSULATION FORM SYSTEMS F. ENGINEERED LUMEER FL1999-3 None Listed Lumber A{pine En ineerin th of streng FL1463-R um i Unlimited - Connectors Ni0od m Min concrete 2000 psi. nchors shall SimpSOn Strong Anchors Concrete a be installed in T'te CO- accordance with "" s manufacturer ublished ~ d t p l ste Loads instructions. t be increased shall no for duration of loading. Anstalledhn cloncoetee which is less than 7 days old unless it has reached a minimum of ressive 2000 psi comp Bo~Se Cascate Laminated Veneer Lumber & Wo0d I Jo{stS None Listed FL1644.1- LVL FLlb45.5- I Beams H. DECK-ROOF 8. NEW & INNOVATIVE BUILDING ENVELOPE PRODUCTS A. A. OPENING PROTECTION METHOD - HURRICANE PROTECTION PANELS In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacturer's printed instructions, along with the list above, on the job site available to the inspector. The products listed below did not demonstrate product approval at time of plan review. I understand that before these products can be inspected, they must be submitted for review for code compliance and approved by a Plans Examiner. This form will be revised to include each new product in the categories listed above and will be highlighted to indicate the new products and required information. Authorized Project Agent: Bryan Lendrv (Contractor or Design Professional) (Print Name) (Signature) Company Name: Custom Homes By Bryan Lendrv LTD Mailing Address: 4745 Sutton Park Court. Suite 501 City: Jacksonville State:Florida Zip Code:_32224_ Telephone Number: (904) 992-2100 Fax Number: (904 )992-2105 Cell Phone Number: () E-mail Address: PGT Industries -PGT Aluminum Doors h -' V r ~ ii ~ i ~ 3.:'.. . . } ~~. S ...~ .. l~ Tips a resourwes ~l~~fhere to E~uy Page 1 of 1 } Brochures ~.c~ About Us Investors Newsroom Careers Emaif l V~lindo~s Doors Porch Enclosure Home % Tips & Resources ~ Product Approvals and Certifications PGT Aluminum Doors Product Approvals & Certifications Jump to: Product ApprovaVs t~ C~rtific~tions PGT Aluminum Doors Product/Configuration Certification(s) FL Product Design Approval Pressures Sliding Glass Door (Non-Impact) Miami-Dade NOA _FL_ 2.51 See NOA SGD-630 07-0511.05 Sliding Glass Door SGD-2500 Miami-Dade NOA FL 251 See NOA 08-0213.03 French Door (Non-Impact) FD-101 Miami-Dade NOA FL 253 See NOA 07-0309.09 _. _ __. French Door (Non-Impact) FD-650 Miami-Dade NOA FL 253 See NOA 07-0103.01 _...._ Home W...ndowS Doors Porch Enclosures Tips & Resources Where to Buy Brochures - -:~ , .3 About Us Investors Newsroom Careers Privacy Policy Contact Us Proxy Ma..tenals "`"~ ~~ http;//www.pgtindustries.com/Pages/Main.aspx'?PageID=1084 7/1/2009 JJ \Ss1 r if - .~ i~r J Comp. By: RLC Date: 7/1/2009 Public Works Department City of Atlantic Beach Permit No: RLC Address: RLC Reauired Storaae Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and Postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V =CAR/12 Where: V =Volume of Runoff C =Coefficient of Runoff A =Area of lot in square feet R= 25-yr / 24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 7,489 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 1,793 7,489 1.00 0.24 Pervious 5,696 7,489 0.20 0.15 Runoff Coefficient (C) = 0.39 Runoff Volume V = 0.39 x 7,489 x 9.3 / 12 V = 2,272 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 7,489 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 3,319 7,489 1.00 0.44 Pervious 4,170 7,489 0.20 0.11 _ Runoff Coefficient (C) = 0.55 Runoff Volume V = 0.55 x 7,489 x 9.3 / 12 V = 3,219 ft' Reauired Storage Volume DV = Postdevelopment Runoff Volume - Predevelopment Rurto'ffVo1'tarile ~'- ".°° `' "`- '° DV = 3,219 - 2,272 ~ - --- DV = 946 ft3 ~ ~ ~ ~ ~ ~ O Retention Sample Stormwate~ Calcs_AB=bh~ft~ R~teYiti$fi'"7/172009 ~~ ~~ 'r ~; ~~~ MAP SHOWING BOUNDARY SURVEY OF.• A PAftT OF THE HOTEL RESERVATION AS SHOWN ON MAYPORT TERMINAL COMPANY'S MAP OF ATLANTIC BEACH AND RECORDED IN PLAT BOOK 5, PAGE 64, AND ALSO SHOWN ON PLAT N0. 1, SUBDIVISION "A", OF ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, SAID PART BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE, COMMENCE AT THE NORTHWEST CORNER OF CLUB MANOR, AS RECORDED IN PLAT BOOK 25, PAGE 62 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE NORTH 85'32'15" EAST ALONG THE NORTH LINE OF SAID CLUB MANOR, A DISTANCE OF 146.25 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 85'32'15" EAST, ALONG SAID NORTH LINE, A DISTANCE OF 99.87 FEET; THENCE NORTH 06' 15'32" WEST, DEPARTING SAID NORTH LINE, A DISTANCE OF 100.13 FEET; THENCE SOUTH 85'19'17". WEST, A DISTANCE OF 99.89 FEET; THENCE SOUTH 06'16'42" EAST, A DISTANCE OF 99.75 FEET TO THE POINT OF BEGINNING. SUBJECT TO AN 12 FOOT EASEMENT FOR INGRESS AND EGRESS ALONG THE NORTH 12.00 FEET OF THE ABOVE DESCRIBED LANDS. AGENDA ITEM #SC ATLANTIC BEACH HOTEL RESERVATION DECEMBER 13, 2004 ~z.~ v ~ ~tzs ~~~ PLAT BOOK 5, PAGE 69 (ALSO KNOWN AS SEAPLACE CONDOMINIUM) O.R.V• #5298, PAGE 125 FOUND 1/2" IRON PIPE S65'19't7"W 99•B9~ NO IOENTIFICA710N' FOUND 1/2" IRON PIPE - _ - - - _-. NO IDENTIFICATION r ~_ - -' " ' ' f +~11' FASDRF~ FOP INGRESS PNO EGRESS ~~ w _ _ -^ _- -^ -' Z ~- ~M~ MILLS Qt y- 1 6UOE ~ Q ' V, cn ~ O _ (xL < iSI G ~: NE14 SIWGE 4 1).l' ~ ~~ `NNCxf~1E u tT NNL 'Y c ~ ~ ~ M-:~ /753 ° gL~G pAp j , ~ Za < ~ (D 1 STORT CGNCREfE BLOCK ~ 1 O ~ G ~ O ~ W .. ~ ~'i ' ~ ~. 4 ur aESiowcE 61st O D m o ~ >~ L~ ((gyp .... ~ ° xr r , ... 31.6,.... -. ° `Y~ 1 ~ Z D ~ i,~ ~,, :Y~tA~.-~ . ti.Y '., -~ p]WtU FOGWxf ~° Lit O ~ o rn f .~•~::~ 1 -. ~ ~ 2..,~. t]T.Gt' N.T.S. ~ Z ~ so.6G' ~ ~~ - FOUND i/2" IRON PIPE Rl O D 98.y5• N.T.s. FOUND i/2" IRON PIPE NO IDENTIFICATION Nasu•is•E lab.25' N.T.S. NO IDENTIFICAppPON rrii 99.87 ~L O 3.BGJ 1HE NORMMF3T C6RN; OF EWB iuNM VOIFR OF 6FOINNiNG ~; NU5'3LE ~ cNc G P1.U fi06N x6, PIECE x J J iJ C. ~` C~Ug DRIVE 50' RIGHT-OF-WAY Existing parcel ~~: TM15 PROPERTY UES IN FLOOD ZONE X" BY FLOOD MAP REVISED APRIL 17, 1869, COMMUNT' PANEL NO. ]TOWS ' 0001 D @EARINCS @ASFL ON THE NORTHERLY RICHi-OF--WAY LINE OF CLU@ DRIVE AS @EING N @5' 32' 15• E O.R.V. DENOTES OFFlCIAL RECOR05 VOLUME CERTIFIED TO: -X- DENOTES 6' V1Nri FENCE EXCEPT AS NOTED 4 AL & BOB FROSIO -//- DENOTES 6' WOOD FENCE EXCEPT AS NOTED THERE MAY @E ADOlTWNAL RESTRfCT10N5 THAT ARE NOT SHOWN ON iHfS SURVEY THAI MAY @E FOUND IN THE PU@UC RECORDS OF OWAL COUNTY, FLORIDA. , I hereby certify that thla survey meets the minimum technical atondords ao set forth by the Florida Board of Land Surveyors, rsuant to D U R D E N Seatlon 472027 Fiarida Statutes a hapter ~ 61817 Florida Adminlatr n Cad SURVEYING AND MAPPING, INC. 8150 Lonestor Road Jacksonville, Florida 32211 (904) 724-5588 Fax 724-9154 FLOR A R£ClSTERFD SURVEYOR N6. 4707 LICENSED BUSINESS N0. 6696 H. eaucE DURDEN, Jr.~ SIGNED JULY 21 2004 SCALE: 1" = 3D' THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED MATH THE SEAL OF THE ABOVE SIGNED. u - ~v n ~~ v~ ~~~ ~--,C T`~P. N0.8 AGGREGATE 1N OPENINGS )NCRETE PAVERS MIN. 3 1/8" (80 mm) THICK JRB/EDGE RESTRAINT WITH CUT-OUTS JR OVERFLOW DRAINAGE (CURS SHOWN) 3EDDING COURSE 1 1l2 TO 2" (40 TO 50 mm) THICK ~TyP. N0.8 AGGREGATE) 4" (100 MM} THICK N0.57 STONE OPEN-GRADED BASE MIN. 6" (150 MM) THICK N0.2 STONE SUBBASE OPTIONAL GEOTEXTILE ON BOTTOM AND SIDES OF OPEN-GRADED BASE SOIL SUBGRADE -ZERO SLOPE NOTES: 1. 2 318" (60 MM) THICK PAVERS MAY BE US ES WITH DESiGN.N APPLICATION . 2. N0.2 STONE SUBBASE THICKNESS VAR CONSULT ICPI PERMEABLE INTERLOCKING CONCRETE PAVEMENT MANUAL. PERMEABLE PAVEMENT WITH FULL EXFILTRATION TO SOIL SUBGRADE ~~ DRAWING N0. ICP x-68 SCALE V V(7 NO SCALE s~ FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Ulrich Residence Builder Name: Street: 151 Club Drive Permit Office: Atlantic Beach City, State, Zip: Atlantic Beach , FL , Permit Number: Owner: Jurisdiction: 261100 Design Location: FL, Jacksonville 1. New construction or epsting New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame -Wood, Exterior R=19.0 2389.40 ft2 b. Concrete Block - IM Insul, Exterior R=7.0 2025.00 ftz 3. Number of units, if multiple family 1 c. Frame -Wood, Adjacent R=19.0 453.25 ft' 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ftZ) 4403 a. Under Attic (Vented) R=30.0 2088.00 ft' b. Knee W all (Vented) R=19.0 333.00 ft' 7. Windows Description Area c. N/A R= ftz a. U-Factor: Dbl, U=0.50 680.30 fts SHGC: SHGC=0.50 11. Ducts b. U-Factor: Sgl, default 8.00 ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 528.36 ftz SHGC: Clear, default 12. Cooling systems (combined) c. U-Factor: N/A ft' a. Central Unit Cap: 84 kBtu/hr SHGC: SEER: 13 d. U-Factor: N/A ~ 13. Heating systems (combined) SHGC: a. Electric Heat Pump Cap: 84 kBtu/hr e. U-Factor: N/A ft H SPF:7.7 SHGC: 14. Hot water systems 8. Floor T es Insulation Area a. Propane 'Tankless Ca 3 allons p. a. Slab On-Grade Edge Insulation R=0.0 1372.00 ftZ EF: 0.75 b. N/A R= ftZ b. Conservation features c. N!A R= ~ None 15. Credits None Total As-Built Modified Loads: 88.79 //~~ ~~++ Glass/Floor Area 0.156 P/yS~7 Total Baseline Loads: 104.75 I hereby certify that the plans and specifications covered by Review of the plans and O,~'~ylE ST,t7~ this calculation are incompliance with the Florida Energy specifications covered by this ,, _ a~ Code. calculation indicates compliance ,~,~„ _ ,a4` i~ ~ ~ ,F~ with the Florida Energy Code. ~ ~-~% ,. ~ ~,~` ~, ~ 9"""' PREPARED BY: d --_ Before construction is completed ~ - #' ~ ~ Q DATE: envos this building will be inspected for ! , compliance with Section 553.908 ,~ ~ hereby certify that this b ' m E i h Fl id igned, is in compliance Florida Statutes. ~,~;;, - ~' av~~ ~~~ nergy w or a th t e OWNER/A E T• BUILDING OF ICIAL: m DATE: ~ DATE: '~ ! / . -Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory~ealed in accordance with N1110.A.3. Fll.~: C~~_It 6/12/2009 2:38 PM EnergyGauge®USA - FlaRes2008 Page 1 of 6 e 4Y M( ~~'~ ~ a ~~~ ~~~~ PROJECT Title: Ulrich Residence Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner: Conditioned Area: 4403 SubDivision: # of Units: 1 Total Stories: 3 PlatBook: Builder Name: Worst Case: No Street: 151 Club Drive Permit Office: Atlantic Beach Rotate Angle: 0 County: Duval Jurisdiction: 261100 Cross Ventilation: City, State, Zip: Atlantic Beach , Family Type: Single-family Whole Rouse Fan: FL , New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Jacksonville FL_JACKSONVILLE INT 2 32 93 75 70 1281 49 Medium FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulation 166.3 ft 0 1372 ft2 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Composition shingles 2152 ft2 0 ft' Medium 0.96 No 0 14 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2088 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Venled) 30 2088 ft' 0.11 Wood 2 Knee Wall (Vented) 19 333 ft2 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 S Exterior Concrete Block - Int Insul 7 122.5 ft2 0 0.75 2 E Exterior Concrete Block - Int Insul 7 323.75 ft2 0 0.75 3 N Exterior Concrete Block - Int tnsul 7 271.25 ft2 0 0.75 4 W Exterior Concrete Block - Int Insul 7 284.38 ft2 0 0.75 5 S Garage Frame- Wood 19 144:38 ft2 0.23 0.01 6 W Garage Frame -Wood 19 175 ft2 0.23 0.01 7 E Garage Frame -Wood 19 133.88 ft2 0.23 0.01 8 S Exterior Frame -Wood 19 159.58 ft2 0.23 0.75 6/12/2009 2:38 PM EnergyGauge®USA - FlaRes2008 Page 2 of 6 WALLS Cavity Sheathing Framing Solar # Ornt Adjacent To WaIlType R-Value Area R-Value Fraction Absor. 9 S Exterior Concrete Block - Int Insul 7 551.46 ftz 0 0.75 10 E Exterior Frame -Wood 19 168.67 ftz 0.23 0.75 11 N Exterior Concrete Block - Int lnsul 7 97.97 ftz 0 0.75 12 E Exterior Concrete Block - Int Insul 7 373.7 ftz 0 0.75 13 N Exterior Frame -Wood 19 606 ftz 0.23 0.75 14 W Exterior Frame -Wood 19 562.57 ftz 0.23 0.75 15 S Exterior Frame -Wood 19 53.07 ftz 0.23 0.75 16 E Exterior Frame -Wood 19 327.99 ftz 0.23 0.75 17 N Exterior Frame -Wood 19 181.83 ftz 0.23 0.75 18 W Exterior Frame -Wood 19 329.73 ftz 0.23 0.75 DOORS # Omt Door Type Storms U-Value Area 1 S Woad None 0.46 24 ftz 2 W Wood None 0.46 18.09 ftz 3 E Wood None 0.46 18.09 ftz 4 E Wood None 0.46 10.05 ftz 5 E Wood None 0.46 13.4 ftz 6 E Wood None 0.46 13.4 ftz 7 S Wed None 0.46 10.05 ftz WINDOWS Window orienialion below is as entered. Actual orientation is modified b rotate an le shown in "Pro'ect" section above. Overhang # Omt Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 S Vinyl Low-E Double Yes 0.5 0.5 N 24 ftz 5 ft 0 in 2 ft 0 in HERS 2006 None 2 E Vinyl Low-E Double Yes 0.5 0.5 N 80.4 ftz 9.6 ft 0 in 2 ft 0 in HERS 2006 None 3 E Vinyl Low-E Double Yes 0.5 0.5 N 10.05 ftz 27 ft 0 in 2 ft 0 in HERS 2006 None 4 N Vinyl Low-E Double Yes 0.5 0.5 N 8 ftz 2 ft 0 in 23.5 ft 0 i HERS 2006 None 5 N Vinyl Low-E Double Yes 0.5 0.5 N 30 ftz 2 ft 0 in 14 ft 0 in HERS 2006 None 6 W Vinyl Low-E Double Yes 0.5 0.5 N 15 ftz 2 ft 0 in 14 ft 0 in HERS 2006 None 7 S Vinyl Low-E Double Yes 0.5 0.5 N 36 ftz 2 ft 0 in 6 ft 0 in HERS 2006 None 8 S Vinyl Low-E Double Yes 0.5 0.5 N 105 ftz 2 ft 0 in 3 ft 0 in HERS 2006 None 9 E Vinyl Low-E Double Yes 0.5 0.5 N 36 ftz 2 ft 0 in 2 ft 0 in HERS 2006 None 10 E Vinyl Low-E Double Yes 0.5 0.5 N 96 ftz 10 ft 0 in 2 ft 0 in HERS 2006 None 11 E Vinyl Low-E Double Yes 0.5 0.5 N 30 ftz 2 ft 0 in 2.5 ft 0 in HERS 2006 None 12 N Vinyl Low-E Double Yes 0.5 0.5 N 10 ftz 2 ft 0 in 3 ft 0 in HERS 2006 None 13 N Vinyl Low-E Double Yes 0.5 0.5 N 16 ftz 2 ft 0 in 6 ft 0 in HERS 2006 None 14 W Vinyl Low-E Double Yes 0.5 0.5 N 72 ftz 2 ft 0 in 2 ft 0 in HERS 2006 None ~ 15 W Vinyl Low-E Double Yes 0.5 0.5 N 15 ftz 2 ft 0 in 2 ft 0 in HERS 2006 None 16 E Vinyl Low-E Double Yes 0.5 0.5 N 26.8 ftz 10.5 ft 0 i 2 ft 0 in HERS 2006 None 6/12/2009 2:38 PM EnergyGauge®USA - FlaRes2008 Page 3 of 6 Window orientation below is as entered. WINDOWS Actual orientation is modified b rotate an le shown in "Pro ect" section above. / ~f # Omt Frame Panes NFRC U-Factor SHGC Storms Overhang Area Depth Separation Int Shade Screening 17 S Vinyl Law-E Double 18 S Vinyl Low-E Double 19 E Vinyl Low-E Double 20 N Vinyl Low-E Double 21 W Vinyl Low-E Double 22 W Vinyl Low-E Double 23 H Vinyl Low-E Single Yes Yes Yes Yes Yes Yes No 0.5 0.5 N 10.05 ft' 22 ft 0 in 0.5 0.5 N 12 ftZ 2 ft 0 in 0.5 0.5 N 12 ft2 2 ft 0 in 0.5 0.5 N 12 ft' 2 ft 0 in 0.5 0.5 N 18 ftZ 2 ft 0 in 0.5 0.5 N 6 ft' 2 ft 0 in 1.75 0.75 N 8 ft' 0 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 2 ft 0 in 0 ft 0 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None None {NFILTRATION 8~ VENTING / v Method SLA CFM 50 ACH 50 ELA EgLA --- Forced Ventilation ---- Run Time Supply CFM E~aust CFM Fraction Fan Watts Default 0.00036 4158 6.30 228.3 429.3 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 591 ft2 192 ftz 90.53 ft 8.75 ft 7 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit 2 Central Unit None None SEER: 13 SEER: 13 24 kBtu/hr 60 kBtu/hr 720 cfm 0.75 1800 cfm 0.75 False False HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Heat Pump 2 Electric Heat Pump None None HSPF: 7.7 HSPF: 7.7 24 kBtu/hr 60 kBtu/hr False False HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Propane 0.75 3 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name System Model # Collector Model # Collector Area Storage Volume FEF None None ft2 6/12/2009 2:38 PM EnergyGauge®USA - FlaRes2008 Page 4 of 6 DUCTS -Supply --- - Retum --- Air Percent # Location R-Value Area Location Area Leakage Type Handier CFM 25 Leakage QN RLF 1 Attic 6 528.36 f Attic 220.15 f Default Leakage Attic TEMPERATURES Programable Thermostat: None Ceiling Fans : Coolin X Jan Heating EX~ Jan ]]Feb ~X] Feb [[XX Mar (X~ Mar [[X [X~ A r APr ~ ]Ma Xj May X Jun ]Jul ~ Jun ~X] Jul Au ~X~ Aug EX ] Se ] S P ]Oct ]Oct Nov ~ Nov Dec X Dec Ventin [X Jan [X Feb [[XX Mar [[XX A r [[ XX] Ma Jun [[XX] Jul [[XX Au [X ] Se ]Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Coding (WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Coding (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 6/12/2009 2:38 PM EnergyGauge® USA - FlaRes2008 Page 5 of 6 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A -Details ADDRESS: 151 Club Drive PERMIT #: Atlantic Beach, FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. X Exterior & Adjacent Walls N1106.A6.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. ~ EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the to late. Floors N1106.AB.1.2.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. X EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the erimeter, enetrations and seams. Ceilings N1106.A6.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. ~ EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.A6.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2" clearance & 3" from ~ insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-sto Houses N1106.AB.1.2.5 Air barrier on erimeter of floor cavi between floors. X Additional Infiltration regts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space ~ heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch ~ or clearly marked circuit breaker (electric) or cutoff (gas) must be rovided. External or built-in heat tra r uired. Swimming Pools & Spas N1112.A6.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat um ool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per ~( minute at 80 PSiG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in X accordance with the criteria of Section N1110.A6. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for DC each s stem. Insulation N1104.AB.1 Ceilings-Min. R-19. Common walls-frame R-11 or CBS R-3 both x N1102.B.1.1 sides. Common ceiling & floors R-11. 6/12/2009 2:38 PM EnergyGauge®USA - FlaRes2008 Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or e>asting 2. Single family or multiple famiy 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ftz) 7. Windows** Description a. U-Factor: Dbl, U=0.50 SHGC: SHGC=0.50 b. U-Factor: Sgl, default SHGC: Clear, default c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: e. U-Factor: N/A SHGC: 8. Floor Types a. Slab-On-Grade Edge Insulation b. N/A c. N/A I certify that this home has complied Construction through the above en in this home before final in e based on installed Code co p' nt fE Builder Signature: Address of New Home: New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame -Wood, E~Qerior R=19.0 2389.40 ft2 b. Concrete Block - Int Insul, E~derior R=7.0 2025.00 ftz 1 c. Frame -Wood, Adjacent R=19.0 453.25 ft' 3 d. N/A R= ft2 No 10. Ceiling Types Insulation Area 4403 a. Under Attic (Vented) R=30.0 2088.00 ftz b. Knee Wall (Vented) R=19.0 333.00 ftZ Area c. N/A R= ftz 680.30 ft' 11. Ducts 8.00 ft' a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 528.36 ft= 12. Cooling systems (combined) ft' a. CenVal Unit Cap: 84 kBtu/hr SEER: 13 ~ 13. Heating systems (combined) a. Electric Heat Pump Cap: 84 kBtufir ~ HSPF: 7.7 14. Hot water systems Insulation Area a. Propane *Tank/ess Cap: 3 gallons R=0.0 1372.00 ft2 EF: 0.75 R= ftZ b. Conservation features R= ~ None 15. Credits None Florida Energy Efficiency Code for Building ng features which will be installed (or exceeded) rise, a new EPL Display Card will be completed Date: ~ ~ J' ~ ~ City/FL Zip: TC- ~~ /~. ~"2 ' *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the *"Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section 62.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge®USA - FlaRes2008 -- wrightsoft~ Project Summary 1st Floor Energy Design Systems, Inc. Job: Date: 6111(09 By: M. Ellis Project Information For: Ulrich Residence 151 Club Dr, Atlantic Beach, FL Notes: Front door faces South. ~- • • ~ Weather: Jacksonville, Int'I Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 72 °F Inside db 72 °F Design TD 40 °F Design TD 21 °F Daily range M Relative humidity 50 Moisture difference 56 gr/Ib Heating Summary Structure 19421 Btuh Ducts 5674 Btuh Central vent (43 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 25095 Btuh Infiltration Method Simplified Construction quality Average Fireplaces D Heating Cooling 372 Area (ft~ 1372 1 Volume (ft') 12005 12005 Air ~hangges/hour 0.28 0.15 Equiv. AVF (cfm) . 56 30 Heating Equipment Sum mary Make Na Trade Na Model Na Efficiency Heating Input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Na 0 BFuh 0 cfm 0.000 efmlBtuh 0.00 in H2O n/a Sensible Cooling Equipment Load Sizing Structure 11797 Btuh Ducts 5527 Btuh Central vent (43 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Equipment sensible load 16978 Btuh Latent Cooling Equipment Load Sizing Structure 1150 Btuh Ducts 1415 Btuh Central vent (43 cfm) 0 Btuh Equipment latent load 2565 Btuh Equipment total load 19542 Btuh Req. total capacity at 0.70 SHR 2.0 ton Make Na Trade Na Cond n/a Coil Na Efficiency Na Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual air flow 0 cfm Air flow factor 0.000 cfm/Btuh Static pressure 0.00 in H2O Load sensible heat ratio 0.00 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ,L, ~ wrightsoft" Right-Suite Residentia16.0.119 RSR29784 2009-Jun-12 14:39:13 ACCA E:\EDS\Current\Residential Manual J\Ulrich Res, 151 Club Dr, Atlantic Bch.rrp Calc = MJB Orient Page 1 Pro ect Summa Job: -~- wrightsoft$ 2nd & 3rd Floors oats: s.„cos By: M. Ellis Energy Design Systems, Inc. Project Information For: Ulrich Residence 151 Club Dr, Atlantic Beach, FL Notes: Front door faces South. ~- • • ~ Weather: Jacksonville, Int'I Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 72 °F Inside db 72 °F Design TD 40 °F Design TD 21 °F Daily range M Relative humidity 50 Moisture difference 56 gr/Ib Heating Summary Structure 29881 Btuh Ducts 8730 Btuh Central vent (95 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 38611 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftz) 3031 3031 Volume (ft') 29293 29293 Air changges/hour 0.28 0.15 Equiv. AVF (cfm) 137 73 Heating Equi pment Sum mary Make Na Trade Na Model Na Efficiency Heating Input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Na 0 B uh 0 F 0 cfm 0.000 cfm/Btuh 0.00 in H2O Na Sensible Cooling Equipment Load Sizing Structure 34203 Btuh Ducts 16026 Btuh Central vent (95 cfm) 0 Stuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Equipment sensible load 49224 Btuh Latent Cooling Equipment Load Sizing Structure 2806 Btuh Ducts 3126 Btuh Central vent (95 cfm) 0 Btuh Equipment latent load 5932 Btuh Equipment total load 55157 Btuh Req. total capacity at 0.70 SHR 5.9 ton Make n/a Trade n/a Cond n/a Coil Na Efficiency Na Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual air flow 0 cfm Air flow factor 0.000 cfmlBtuh Static pressure 0.00 in H2O Load sensible heat ratio 0.00 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ,.,ti°,_ -~- wrightsoft" Right-Suite Residential 6.0.119 RSR29784 2009-Jun-12 14:39:13 ACCA E:\EDS\Current\Residential Manual J\Ulrich Res, 151 Club Dr, Atlantic Bch.rrp Calc = MJe Orient Page 2 alter's Code Stair Packages will address and meet compliancy with each of the requirements that are listed below. This information will apply to the BUCA Code, UBC Code, IRC 2003, 1RC 2006, and 1fC 2006 codes. l . Minimum clear walking path of 26 inches. A 5-foot diameter or larger stair will provide this width. Z. Each tread will have a minimum of 7 '/~ inch tread depth at 12 inches from the narrow edge. :~. All treads will be identical. '1 The tread rise shall not be more than 9 '/~ inches high. `~, Minimum headroom of 6 foot 6 inches shall be provided, measuring plumb from the edge of the platform down to the tread below. t~. Landing width shall not be less than the required width of the stairway. Minimum spiral stair tread width is 26 inches. (Salters code platforms start at 31 inches wide.) ~. Stair balusters shall be spaced so a 4-inch object cannot pass between. The IRC 2003 & 2006 permits a 4'/s inch space. ~. Balcony/ Well Enclosure guardrail balusters shall be spaced so a 4-inch object cannot pass between. ~. Balcony/Well Enclosure guardrail height shall not be less than 36 inches. (Ifyour state or municipality requires 42-inch tall guardrails, the sales order must reflect this detail.) I0. The stairway shall be equipped with one handrail on the wide edge of the tread. 11. Handrail height, measured vertically from the tread nosing, shall be not less than 34 inches and not more than 38 inches. ~ ~. Handrail grip size. Type I-Handrails with a circular cross section shall have an outside diameter of at least 1'/a inches and not greater than 2 inches. (Salter's standard circular handrail is 1 '/a inch diameter. This will address the UBC minimum cross section of I `/z inch diameter.) If the handrail is not circular, it shall have a perimeter dimension not greater than 6'(4 inches. Type II-Handrails, with a perimeter greater than 6 '/a inches, shall provide a graspable finger recess area on both sides of the profile. For further information on our Type II options, please contact our sales department. (1/erify what handrail size and shape your inspector will require. Handrail size and shape are a very controversial area within the building code. We recommend that you use our standard 1 '/~ " round handrails or our 1 ~/4"x 2" Be?'FG solid wood handrail to comply with the proper circumference.) ~VIS~aAI. IN`I'F,R~PC~ti~Ii1TLON o~~ IRC: ~,ODI: (Counter Clockwise) 26' DOWN ~~1~~~ Min. ~ 2.. ---~ I~-7'/z"Min. Tread Width ~i ;~ ~4, i - _- _.. -- ~r: :. ,, t a ~ . i f Rise ~~ .' ,~ ~~~ 9 ,/:., Max. y`1 }. I~ *CodeRiser7iead ~~' 1RC 2006 Stair Building Code 13. A 300 16. concentrated load is required. On request, our sales 8311.5.8.1 Spiral Stairs. Spiral stairways are permitted, provided department can provide structural calculations for your job the minimum width shall be 26 inches (660 mm) with each tread specifications. having a 7 % inch (190 mm) minimum tread depth at Salter's standard code package does not address the open space 12 inches from the narrower edge. All treads shall be identical, between each tread (open rise stair). *Ifyour cod iR~ 20®3~.~ .. ._ , and th~.I•.i,~shall be no more than 9 '/z inches (241 mm). IRC 2006 or IFC 2006 requires not more than '~4'' rn headroom of 6 feet, 6 inches (1982 mm) shall area, you will need to order our Code Riser trea~. ~~~~ is 'c~`(See above diagram). ~'! SAL`~ER SPIRAL, 5~~~~x1~S C()M~'LY WI~I'F-~ NATIONAL BUILDING CODES C,HE)C)SE SAI;~I"EI2 INL)US"T'RIFS Ft)R TI-IE ~$EST VALUE IN SPIRAL STAIRS :~ ,,l { +rj €' I .. N ~ r ~ , I ~ ~~~ +r~- -~ e .~~` ,~~_ ti. , ~~s . _~ t +~~', ~ ; ~ STANDAIZL7 STAIR PACKAGE ([)ul ti No~~ NtF:e r C:o171 Cc~n~l>l,tnw<~;1`l Standard Packages Include: A. Center column, base plate and top cap B. 1 " outside diameter steel balusters C. Adjustable steel treads D. 1 '/z" outside diameter vinyl handrail E. Platform railing, 1 " x 1 " frame with 1 " round balusters F. Steel platform (square) G. 40" tall column extension 3'6" 44 x 44" 22 x 22" 17" 4' .~.~..__w. ~_.. _.. a_ 50" x 50" ~..._~. ~ ~. .,_~ a 25" x 25" 20" 4'6" ~ _ ,.._. 56 x 56" ... _,. _.__ _.. 28 x 28" .... _._ ~. ._ 23" ._aW ...... 5' _ _~..._..~.~-- 62 x 62" .. .....~ 31 x 31" e.u _~~ 26" ~.~ ~.. .. ~ _ ~,m~..~ _ a _ _._ ~~ .. . 5 6 ~ 68" x 68" ~ .~ ..m n,.~ ~ 34" x 34" 2g" G ~ ,m_ 74" x 74" , ~.,._ 37" x 37" ~ a. _~_. 32" ; 6,6„ ..._ __ e _~~$~..x,$~. ~ ' _ ~40 x40 ~ ~ 35 _.M.e,_,........_~ * Minimum opening is 2'"smaller than the recommended opening size. Talk to your salesperson for further information. Standard Package - 30° 9 8 e s ~ DOWN DOWN ~ 6 1 1 6 5 2 2 5 4 3 3 4 Cl~~ise Coun poClnckwiea B 10 10 9 6 6 ~ 12 12 uv up Standard Package - 22'/x° 12 11 12 11 ,o ,B 9 DOWN DOWN 9 8 1 f 8 7 2 2 6 5 4 3 3 4 5 8 C D kwiee Counle~µakwiaa „ ,z ,z 1a ~-Up Upy 10 B 9 3U° Tread far Stair Sizes 3'6" ~ 4' ~ 4'6" ~ 5' ~ 5'6" ~ 6' _ _ _ .1 ! 85" ~.,..~a.~... 95" ~ 9 ~ ~ ..._~..._....~ 10 _ ! 270° ~ r _.....~..~ . _ , 93'/:" 104'/x" 10 ' 11 ~ 300° ...._ ae., ~.... 102 _ 114 .~ 11 p____.. 12 ~ ~ u. ~~330° ._. 110'/ " 123'/ ~ _ 2 ° ~ = 1 13 360 I 119 _. 133 ..~ . _. __ .. _ ~ _ ., .._,...~~ ._ ~ 13 ._ ~. a,.~._u __ . _ 14 _ _.~. _~.~ .. 390 ~2'/~° Tread far Stair Sizes 5' ~ 5'6" ~ 6' ~ 6'6" 82'h" 95" 10 ! 11 ~ 225° ~ 90 .... _ ~ 102" . ~. 11 12 247 '/~ 97 %:~• ~ 110..~~, _._.... "_ ~~ _...~. _13 .. 270^.__~ 105 _ _. __e 119" . ~ ~._ 13 ... _,._.. ~._r _ 14 _,...__ .me 292'/: ~E 112'/ 127 ''/z" ~ 14 E 15 315° NOTE: To determine the number of treads and risers needed for your project, measure your finished floor to floor height and refer to the above charts. Since the standard stair packages use either 30° or22'z° treads, use the appropriate chart. ,_ ,, l'LC;It1L ~f1i..I'- ~~t~IZN ~ 1i1IIZ ~7~CICf1CrE (Dols Noy ~1ra~.r t'uue C'o1u'lia~r:r) The perfect stair for balcony and deck applications, which have limited space. A. Center Column, base plate and top cap B. 1 " outside diameter steel balusters C. Adjustable steel treads D. 1 %" outside diameter vinyl handrail E. Platform railing, 1" x 1" frame with 1" round balusters F. 38" tall column extension G. 180° wood balcony bracket 16.36° Tread for Stair Sizes 5'6" ~ 6'6" 90" 102" 11 ~ 12 180° ' 97 '/~" __.._~_ r 110 '/~ € 12 i ea_....~_ _._ _~w_..~_. .. . 13 ~_--m. w ... ~._ 196 '/~ ' 1 _, Half-Turn Paekage -16.36° TI ~ s~° .; p 5 B ~ a 36" ~o~N s 1 N° o' N , SPECIAL 5'6" `~ `~ N ~s° - n 5 6 ~ a az° ~o~~ ~ e N O O `` N 1 SPECIAL 6'6" `` ~ `~ ~~ ~~, NOTE: The half-turn does not require a platform r~--~--r--,~--~--,--~- ~ I „l~~~lt Cc~a~: S~r:,ti~~~ Pac~~~c~~, Designed for applications regulated by the National Building Code or the Uniform Building Code. Also recommended for stairs that will be used by small children. Please check with your local building inspector for the dimensional requirements in your area before placing your order. The smallest stair available to still maintain the building code is 5' diameter. Salter Industries manufactures Code Stair Packages in 5', 5'6" and G diameter. Code Stair Packages also include extra balustrades for a maximum spacing of 4". 5 62" x 62" 31" x 31" 26" 5'6" ~ 68" x 68" 34" x 34" 29" _l._r~.~ __~_...e._ _, ____.-..~.. 6' ~ 74 x 74' 37" x 37" ~ 32" w...__ __-u__-_ . ~...-..-.... _____-_-__-_ __., --...__.. ...-._..-. -_-m * Minimum opening is 2"'smaller than the recommended opening size. Talk to your salesperson for further information. Gode Package - 30° A B C D GOWN DOWN GOWN 10 9 6 DOWN i 2 0 10 ~ B 2 ] 4 1 B 10 3 ~ 6 10 5 2 ] 8 4 2 5 9 6 3 6 8 5 3 4 8 ] 4 5 ] 6 m s 11 10 1z 11 8 12 UP 12 9 1f UP 12 11 8 10 10 UP UP 9 9 BOCA and UDC Standard Packages Include: A. 30° stair treads B. 3 to 4 balusters per tread (maximum spacing of 4") C. A 60° platform. This will provide a minimum of 6'6" headroom D. 1 '/~" aluminum handrail with end caps E. Platform railing, 1" x 1" frame with I" round balusters E Center column, base plate and top cap G. 40" tall column extension 30° Tread for Stair Sizes 5' ~ 5'6" ~ 6' 85„ 95" 9 ! ._ ~~. 10 270° 1 93 /~ r 104 /z 10 ~ 11 300° 102 , - .- .. 114" ~ ~ . __, ~ ~.~_._ 11 .., d 12 a._. ~_ _ _ a 330° _ r ~_._.. _ -... ... ~ ____-_` ~~ 110 'h ~ 123 '/ 12 ~ 13 ( 360° j ~ 119 ~ -_._ .__ i 133" _.~- _ _~.._ _ 13 __._ 14 ..._ .._ -~____a__7 ~ 390° NOTE.-A special 60° platform is supplied with this package. The platform is not as versatile as a square one. For ordering purposes use these diagrams to choose the appropriate layout. Available sizes are 5; 5'6" and 6" diameters. ~'~~ ~ alter Industries Classic Collection of Steel Stairs is a ,~y versatile and elegant spiral stair system, which can be customized to fit all your needs. The pre- engineered spiral stair kits are affordable and crafted with finishing touches ordinarily found only on expensive custom stairs. Our steel spiral stairs come with either stock adjustable sleeves, which we maintain an extensive inventory, or continuous sleeves that are built to your height specifications. When selecting a stair, you want to pay special attention to the standard choices such as balusters and tread styles that give your- stair its style. And you may add special options such as solid wood tread covers, one-piece wood handrails, or solid polished brass handrails to create a beautiful and elegant addition to your home. As a bonus, all our stairs have been designed so a do-it-yourselfer or carpenter can easily assemble with no special tools or skills. We manufacture and sell our stairs direct from the factory to builders, architects and homeowners. The stairs are shipped from our plant in Pennsylvania to your job site where the assembly cakes place. Because they are shipped "knocked down," our stairs are economical to ship and easily manageable when delivered. • Specially engineered tread design accepts a round baluster through the inside corner to make a smooth connection with hidden hardware. • Each baluster is connected to an upper and lower tread, stiffening each tread and locking the entire stair together. • Balusters connect to the handrail in a smooth transition with no bulky or plastic fittings. Custom baluster tips are available where each baluster is mitered to the angle of the stair rail. • Each tread has an enclosed tread end -amore expensive manufacturing process. This feature hides the assembly hardware, continues the clean line of the staircase and stiffens the treads. • Wooden tread covers are machined to contour around the balusters, center column and beyond the outside perimeter of the steel tread. • All welds are hidden under the stair for clean seams. • Solid wood handrails are pre-formed to fit your staircase and shipped in one piece. This saves you installation time and provides a superior handrail. • Shipped "knocked-down" for ease in handling and low delivery cost -engineered for easy assembly. a ~ : i ~ '~ • The treads and platform are made of 12-gauge or'/s" thick steel, Choose between smooth steel or slip-resistant diamond pattern treads. • Wooden tread covers have a finished thickness of 1 '/~~". • The standard handrail is 1 '/z" round vinyl, or you can select aluminum, solid polished brass or solid wood. • The balusters are I" round, heavy wall tubing -more substantial than most of out- competitors. • Platform and level railings are made of 1" x 1" heavy wall tubing. The balusters are round to match balusters on the stair. L.T~~v~~.l~~~~. ~I'TioN~ ~ ' ''~'REAU ~I.EEV~ (s~e~rar~uctlane~r~~`y`;°.;:~~'~'' ~> ~J: ~~. STS-1 ~~ CTS-Z Standard sleeves (SE'S-1) The treads slide up and down on the center colmnn. Each set of treads will fit a wide range of floor to floor heights. Continuous sleeves (GTS-Z~) These are cusrom cut to your riser height. This feature provides a smooth center column appearance. You must furnish your exact floor to floor measurements. Classic Style Railing - straight or curved Pre-welded sections of railing make up this system. Customize to match the stair by adding one of the optional rail caps and 2" steel or wood pasts. ~~ ~ _ ,~~- ~--- pesignor Stq{e Railing - straight or curved Six individual sets of parts make up this railing system. All parts are supplied loose and will need to be assembled on the job. 1. Top Railing 2. Balusters 3. Wood bottom shoe that trims the floor. .... - ~ "" 4. Corner & Loft Posts 5. Wall Posts 6. Wood loft face trim (Optional wood typer are available) ( National building code requiter 4" or less baluster rpucing on balcony and well enclarare railings) i _ ~ A11 feature holes pre-punched so tread can receive optional solid wood tread CT-1 covers or flakeboard covers ready for carpeting. (Except Grated mead) steel n'ead with dose end. CT-2 steel tread with closed cn~i. Provides a thinner profile. - ~.. ~~C~~ ~ ~ 1 .; ~ steel tread with closed end. CT-4 steel tread with closed end. steel tread with CT-5~ `"` closed ends. Code risers will maintain a baluster spacing of less than 4". f"`~ steel u'ead with closed end. Grated treads allows wirer, ice CT 6 and snow to Fall through the tread, while providing a unique open feel. Also available in a 'h~," thick heavy- gauge version. (Not available in n ~~ ~' diamond pattern) Cr-a ~ ~~ ,1~~,` steel tread with rowtded closed end. These treads are made with extra - chick steel plates for usages that - require additional strength. CT-9 ^,r i~ ._ ,t_ . :i CTC-1 CTG2 CTC-3 CTC-4 steel tread provides anon-skid surface. (Diamond pattern on tread top only) tread covers have a finished thickness of 1 '/~~". Treads are nosed and sanded to a fine finish. Also available far the Heavy-Gauge tread. *(Oak, maple, cherry, mahogany, and cedar are stock woods with additional species available upon request.) tread covers in'I2` thickness are ready to accept carpeting. (Carpeting not included) y '1~~" steel tread provides a non-skid surface. (Diamond pattern surround on tread trrp and side) ~ .. .. a ~ _ _. - - ~ ~.. `S a i~ -~3 .~ry,.• .. .. ".~'[: ~~~ CH-2 ~ ~`~' CH•3 CH-4A CH-48 CH-4C CH-4A CH-4B CH-4C handrail - 1 Vz° outside diameter. ftourr t`.~.i_;~ ~: d handrail - 1 '/z" outside diameter with dome caps (rhown) or turndown caps. (This may be left in its natural aluminum finish or painted to match the staircase.) handrail - 1 '!z' outside diameter with dome caps (shown), 90~ Turn or Scroll caps ` ' ~. '~+:' ~ _* (~€i-~ handrails. All wooden handrails are manufactured to your individual specifications and shipped in one piece for easy installation. *(Oak, maple, cherry, mahogany, and cedar are mock woods with additional rpecies available upon request.) ' 'll~i handrail - 2" tall. t`: handrail - 3" tall. han~lr~il 3"" cell .,~ ,' '`~°w,, ~~, ~E ~ CBT-S k • "a. ~`.~ { CBT-C CB-5 .:, _,; ': ;1-~;;. Used for main and center balusters. The baluster tip is formed and adjustable ro maintain a smooth transition to the handrail. (All holes are prepared for installation.) f;tt5dpas E3a1~s~t~r Tip {CP7_;}. Each baluster is individually mitered to the specific stair angle. (All holes are prepared for installation`) 1" round heavy wall steel tubing. ~_ _. ~ baluster - 1" round heavy wall steel tubing. ~nailt; Rind (CR-31 baluster- 1" round heavy wall steel tubing. Crtruhle Ring (CR-41 baluster - 1" round heavy wall steel tubing. scroll {CB-5I baluster - {" round heavy wall steel tubing. ~ b~ REPORT OF GEOTECHNICAL EXPLORATION ULRICH RESIDENCE, 151 CLUB DRIVE ATLANTIC BEACH, FLORIDA E&A PROJECT NO. 0763-0022 Prepared for: Brylen Homes, Ltd. 4745 Sutton Park Court Building 500, Suite 501 Jacksonville, Florida 32224 Prepared by: Ellis & Associates, Inc. 7064 Davis Creek Road Jacksonville, Florida 32256 March 27, 2009 ~ ^ ~Il~s &A~~oc~ates ~~. Environmental ^ Geotechnical ~- Materials Testing integrated Engineering Services March 27, 2009 Brylen Homes, Ltd. 4745 Sutton Park Court Building 500, Suite 501 Jacksonville, Florida 32224 Attention: Mr. Don Landry Reference: Report of Geotechnical Exploration Ulrich Residence, 151 Club Drive Atlantic Beach, Florida E&A Project No. 0763-0022 Dear Mr. Landry: Ellis & Associates, Ina (E&A) has completed a geotechnical exploration for the subject project, as authorized by you on March 2, 2009, which was performed in accordance with our proposal dated February 26, 2009. The exploration was performed to evaluate the general subsurface conditions within the proposed residential structure area, and to provide recommendations for site preparation and foundation support. We appreciate this opportunity to be of service as your geotechnical consultant on this phase ofthe project and look forward to providing the materials testing and observation during the construction phase. If you have any questions, or if we may be of any further service, please contact us. Very truly yours, ELLIS & ASSOCIATES, INC. John R. Kendall, P.E. Project Engineer Registered, Florida No. 69174 Distribution: Mr. Don Lendry -Brylen Homes, Ltd. Iner:John Raymond Kendall, P.E., Licensed, Florida No. 69174 to :Friday, March 27, 2009 18;59:04 Greenwich Mean Time aeon :I am approving tliis dacumeM 3 copies 7©64 C7avis Creek Road Jacksonvii"~~, ~L 32256 - P- 904-t380~t~98o f: 804-88D-t~97iJ Serving the Southeast since i97fl. i ~I" -~~s_ .~~cksortviile, FL and Brunswick, GA P. Rodney Mank, P.E. Chief Engineer Registered, Florida No. 41986 ellisassoc.c4m EII~~Associates~. ulrichResidence ISl Club Drive TABLE OF CONTENTS Subject Page No. 1.0 PROJECT INFORMATION ..................................................................................................1 1.1 Site Location and Description ...............................................................................................1 1.2 Project Description ................................................................................................................ l 2.0 FIELD EXPLORATION ........................................................................................................1 3.0 LABORATORY TESTING .................................................................................................... 2 4.0 GENERAL SUBSURFACE CONDITIONS .........................................................................2 4.1 General Soil Profile ............................................................................................................... 2 4.2 Groundwater Level ................................................................................................................ 2 5.0 DESIGN RECOMMENDATIONS ........................................................................................2 5.1 General ..................................................................................................................................2 5.2 Foundation Design Recommendations .................................................................................. 3 6.0 SITE PREPARATION AND EARTHWORK RECOMMENDATIONS .......................... 4 6.1 Clearing and Stripping .......................................................................................................... 4 6.2 Compaction ........................................................................................................................... 5 6.3 Site Backfill and Fi115oi1s ..................................................................................................... 5 6.4 Foundation Areas .................................................................................................................. 6 7.0 QUALITY CONTROL TESTING ......................................................................................... 6 8.0 REPORT LIMITATIONS ......................................................................................................6 FIGURES Figure 1. Site Location Plan Figure 2. Field Exploration Plan Figure 3. Generalized Subsurface Profiles APPENDICES Appendix A. Soil Boring Logs Field Exploration Procedures Key to Soil Classification Appendix B. Laboratory Data Laboratory Test Procedures 0763-0022-mpk.doc i March 27, 2009 ~.:..~.i EIIis~Associates~. ub .v Ulrich Residence, 1 SI Cl Drt e 1.0 PROJECT INFORMATION 1.1 Site Location and Description The site for the subject project is located at 151 Club Drive, east of the intersection of Ocean Boulevard and Club Drive and west of the intersection of Beach Avenue and Club Drive in Atlantic Beach, Florida. The general site location is shown on Figure 1. Based on visual observation during our field exploration, the topography of the site is relatively level. The site was recently cleared and sparsely vegetated with grass. Adjacent properties consist of single and multifamily residential type structures. 1.2 Project Description Project information has been provided to us in our discussions with you. We have been provided with an electronic copy of a Site Plan for the subject site, prepared by Kevin Gray Design Group, Inc., last dated February 25, 2009. This plan shows the boundary limits for the property, the existing roadways and features adjacent to the site, and the layout of the proposed construction. Based on the provided plan and our discussions, it is our understanding that an approximate 6,138-square foot, three-story residential structure will be constructed at the subject site. We anticipate that the proposed building will consist of CMU or wood frame construction, and a concrete slab-on-grade ground floor. Although detailed information has not been provided, we have assumed the column, wall, and floor loads will not exceed 50 kips, 5 kips per linear foot (klf) and 150 pounds per square foot (psf), respectively. We also understand that the site was previously developed with a residential structure. At the time of our work, this structure had been demolished and removed from the site. Additionally, we understand that the site is located west of the Coastal Construction Control Line. Grading plans were not provided at the time of our evaluation; however, we have assumed that less than 2 feet of compacted structural fill will be added to the site to achieve design grades. If actual building loads or fill heights vary from these conditions, then the recommendations in this report may need to be re-evaluated. Any changes in these conditions should be provided so the need for re-evaluation of our recommendations can be assessed. 2.0 FIELD EXPLORATION A field exploration was performed on March 10, 2009. A partial copy of the plan provided to us shows the approximate boring locations and is included as the Field Exploration Plan, Figure 2. The boring locations were determined in the field by our personnel using taped measurements from the existing roadway and other adjacent site features, and should be considered accurate only to the degree implied by the method of measurement used. To explore the subsurface conditions within the approximate area of the proposed structure, we located and performed 2 Standard Penetration Test (SPT) borings, drilled to a depth of approximately 30 feet below the existing ground surface, in general accordance with the methodology outlined in A5TM D 1586. Split-spoon soil samples recovered from the borings were visually described in the field, and representative portions of the samples were transported to our laboratory for classification and testing. 0763-0022-mpk.doc 1 March 27, 2009 ~ ~~'~~~~S~O~~~~~~NC. Ulrich Residence, 151 Club Drive 3.0 LABORATORY TESTING Representative soil samples obtained during our field exploration were visually classified by a geotechnical engineer using the Unified Soil Classification System (LJSCS) in general accordance with ASTM D 2488 Key to Soil Classification. Quantitative laboratory testing was performed on selected samples ofthe soils encountered during the field exploration to better define the composition of the soils and to provide data for correlation to their anticipated strength and compressibility characteristics. The laboratory testing determined the percent fines and natural moisture contents of selected soil samples. The results of the laboratory testing are shown in the Summary of Laboratory Test Results included in Appendix B. Also, these results are shown in the Generalized Subsurface Profiles on Figure 3 and on the Log of Boring records at the respective depths from which the tested samples were recovered. 4.0 GENERAL SUBSURFACE CONDITIONS 4.1 General Soil Profile Graphical presentation of the generalized subsurface conditions is presented on Figure 3. Detailed boring records are included in Appendix A. When reviewing these records, it should be understood that the soil conditions will vary between the boring locations. The borings generally encountered a layer of topsoil and soil containing construction debris (bricks, blocks, and pavers) within the surficial 6 to 8 inches at the boring locations. Below this layer, the encountered soils were fine sands (SP) to the 30-foot termination depth of the borings. Concrete fragments were also encountered at Boring B l location between the surficial debris layer and a depth of approximately 2.5 feet. The relative density of the encountered sands was generally very loose to loose in the upper 10 feet, becoming medium dense to very dense below this depth. 4.2 Groundwater Level The groundwater level was encountered at each of the boring locations and measured at the time of drilling at depths of approximately 9.7 to 9.9 feet below the existing ground surface. However, it should be anticipated that the groundwater level will fluctuate due to tidal influences, seasonal climatic variations, surface water runoffpatterns, construction operations, storm events, and other interrelated factors. The depth to the groundwater level at each boring location is noted on the Generalized Subsurface Profiles, Figure 3, and on the Log of Boring records. 5.0 DESIGN RECOMMENDATIONS 5.1 General As previously noted, construction debris in the form of brick and concrete blocks was encountered within the upper 8 inches at Boring B 1 location. Additionally, concrete fragments were also encountered between depths between 8 inches and 2.5 feet at this location. This debris is likely from the residential structure that once occupied the site. The relative density of the soils within the upper 10 feet was also encountered in a very loose to loose state. To increase the relative density of the encountered sands and to reduce post construction settlements of the proposed structure, we recommend that the upper 4 feet of soil, below the stripped ground surface, be compacted to achieve a uniform soil density. We recommend that the existing ground surface be stripped and grubbed of all surface vegetation, as well as stripped of all debris-laden soils such as encountered at Boring B 1. The underlying subgrade soils should then be removed to a depth of at least 2 feet below stripped grade, and the excavating bottom surface compacted with appropriate 0763-0022-mpk.doc 2 March 27, 2009 :~ Ells ~ AssociatesiilC. Ulrich Residence, 1 SI Club Drive compaction equipment to achieve uniform density to a depth of 2 feet. The excavated soils without construction debris should be placed in compacted lifts.. The excavated soils should be observed for possible buried construction debris during excavation and replacement operations. Further details for compaction and replacement soils are presented in the following sections. Our geotechnical engineering evaluation ofthe site and subsurface conditions at the property, with respect to the planned construction and assumed loading conditions and fill heights, and our recommendations for site preparation and foundation support, are based on (1) our site observations, (2) the field and laboratory test data obtained, and (3) our understanding of the project information and structural conditions as presented in this report. If the assumed structural conditions and/or fill heights are incorrect, or should the location of the structure be changed, please contact us so that we can review our recommendations. Also, the discovery of any site or subsurface conditions during construction that deviate from the data obtained during this geotechnical exploration should also be reported to us for our evaluation. The recommendations presented in the subsequent sections of this report present design and construction techniques that are appropriate for the planned construction. We recommend that we be provided the opportunity to review the foundation plans and earthwork specifications to verify that our recommendations have been properly interpreted and implemented. 5.2 Foundation Design Recommendations Based on the results of our exploration, we consider the subsurface conditions at the site adaptable for support of the proposed structure when constructed on a properly designed conventional shallow foundation system. Provided the site preparation and earthwork construction recommendations outlined in Section b.0 of this report are performed, the following parameters may be used for foundation design. 5.2.1 Bearing Pressure The maximum allowable net soil bearing pressure for use in shallow foundation design should not exceed 2,500 psf. Net bearing pressure is defined as the soil bearing pressure at the foundation bearing level in excess of the natural overburden pressure at that level. The foundations should be designed based on the maximum load that could be imposed by all loading conditions. 5.2.2 Foundation Sixe The minimum widths recommended for any isolated column footings and continuous wall footings are 24 inches and 18 inches, respectively. Even though the maximum allowable soil bearing pressure may not be achieved, these width recommendations should control the size of the foundations. 5.2.3 Bearing Depth The exterior foundations should bear at a depth of at least 18 inches below the exterior final grades, and the interior foundations should bear at a depth of at least 18 inches below the finish floor elevation to provide confinement to the bearing level soils. It is recommended that stormwater be diverted away from the building exterior to reduce the possibility of erosion beneath the exterior footings. 5.2.4 Bearing Material The foundations may bear in either the compacted suitable natural soils or compacted structural fill. The bearing level soils, after compaction, should exhibit densities equivalent to 95 percent of 0763-0022-mpk.doc 3 March 27, 2009 ~~~ ~ttts~A~ssocietes~. Cub Drive Ulrich Residence, 1 SI l the modified Proctor Maximum Dry Density (ASTM D 1557), to a depth of at least one foot below the foundation bearing levels. 5.2.5 Settlement Estimates Post-construction settlements of the structure will be influenced by several interrelated factors, such as (1) subsurface stratification and strengthJcompressibility characteristics; (2) footing size, bearing level, applied loads, and resulting bearing pressures beneath the foundations; and (3) site preparation and earthwork construction techniques used by the contractor. Our settlement estimates for the structure are based on the use of site preparation/earthwork construction techniques as recommended in Section 6.0 of this report. Any deviation from these recommendations could result in an increase in the estimated post-construction settlements of the structure. We expect the majority of settlement to occur in an elastic manner and fairly rapidly during construction. Using the recommended maximum bearing pressure, the assumed maximum structural loads and fill heights, and the field and laboratory test data that we have correlated to geotechnical strength and compressibility characteristics ofthe subsurface soils, we estimate that total settlement of the structure will be on the order of one inch or less. Differential settlements result from differences in applied bearing pressures and variations in the compressibility characteristics of the subsurface soils. Because of the general uniformity of the subsurface conditions and the recommended site preparation and earthwork construction techniques outlined in Section 6.0, we anticipate that differential settlements of the structure should be within tolerable magnitudes. 5.2.6 Floor Slab The floor slab can be constructed as a concrete slab-on-grade, provided unsuitable materials (topsoil or debris from the previously demolished structure) are removed and replaced with compacted structural fill as outlined in Section 6.0. It is recommended that the floor slab bearing soils be covered with an impervious membrane to reduce moisture entry and floor dampness. A E- mil-thick plastic membrane is commonly used for this purpose. Care should be exercised not to tear large sections of the membrane during placement of reinforcing steel and concrete. In addition, we recommend that a minimum separation of 2 feet be maintained between the finished floor levels and the estimated seasonal high groundwater level. 6.0 SITE PREPARATION AND EARTHWORK RECOMMENDATIONS Site preparation as outlined in this section should be performed to provide more uniform foundation bearing conditions, to reduce the potential for post-construction settlements of the planned structure. 6.1 Clearing and Stripping Prior to construction, the location of existing underground utility lines within the construction area should be established. Provisions should then be made to relocate interfering utilities to appropriate locations. It should be noted that, if underground pipes are not properly removed or plugged, they may serve as conduits for subsurface erosion, which may subsequently lead to excessive settlement of overlying structure. The plan area "footprint" of the proposed building, plus a minimum additional margin of 5 feet, should be stripped of all surface vegetation, stumps, debris, organic topsoil, construction debris or 0763-0022-mpk.doc 4 March 27, 2009 C~~ Ellis&AssaciatesblC, s' en e S Cub Drive Ulrich Re id c , 1 1 1 other deleterious materials. During grubbing operations, roots with a diameter greater than 0.5- inch, stumps, or small roots in a concentrated state, should be grubbed and completely removed. Based on the results of our field exploration, it should be anticipated that at least 8 to 12 inches of topsoil and construction debris will be encountered across the site; however deeper pockets of construction debris could be encountered at unexplored locations. The actual depths ofunsuitable soils and materials should be determined by E&A using visual observation and judgment during earthwork operations. Any topsoils removed from the construction areas can be stockpiled and used subsequently in areas to be grassed. Once the topsoil and construction debris are removed within the building area plus the margin, the existing soil should be removed to a depth of 2 feet below the stripped surface and stockpiled. Any soil containing construction debris, as described in Section 6.4, should be over-excavated and removed from the site. Suitable soils can be used as backfill once the surface compaction operation is complete. 6.2 Compaction After completing the clearing and stripping operations and removal of the surficial 2 feet of soil, the exposed surface area should be compacted with appropriate compaction equipment. We do not recommend that a vibratory roller be used on this site due to the proximity of adjacent structures. The soil should exhibit moisture contents within f2 percent of the modified Proctor Optimum Moisture Content (ASTM D 1557) during the compaction operations. Compaction should continue until densities of at least 95 percent of the modified Proctor Maximum Dry Density (ASTM D 1557) have been achieved within the upper 2 feet of the compacted natural soils at the site. Should the bearing level soils experience pumping and soil strength loss during the compaction operations, compaction work should be immediately terminated, and (1) the disturbed soils should be removed and backfilled with dry structural fill soils, which are then compacted, or (2) the excess moisture content within the disturbed soils should be allowed to dissipate before recompacting. Care should be exercised to avoid damaging any nearby structures while the compaction operation is underway. Prior to commencing compaction, occupants of adjacent structures should be notified, and the existing conditions of the structures should be documented with photographs and survey (if deemed necessary). Compaction should cease if deemed detrimental to adjacent structures, and E&A should be contacted immediately. 6.3 Site Backfill and Fill Soils The backfill soil and any additional fill required for site development should be placed in loose lifts not exceeding 12 inches in thickness and compacted with appropriate compaction equipment. If hand-held compaction equipment is used, then the lift thickness should be reduced to 6 inches. Suitable fill should consist of anon-plastic, granular soil having less than 12 percent material passing the No. 200 mesh sieve and containing less than 4 percent organic material. Any soils containing construction debris should be considered unsuitable for use as backfill if (1) concrete or brick rubble is in a concentrated state, (2) if the concrete or brick rubble is greater than 2 inches in diameter, or (3) the soil contains any debris other than small diameter concrete or brick. It should be noted that soils with more than 12 percent passing the No. 200 sieve will be more difficult to compact, due to their nature to retain soil moisture, and may require drying. Typically, the material should exhibit moisture contents within f2 percent of the modified Proctor optimum 0763-0022-mpk.doc 5 March 27, 2009 :~ ~~~~~~~S~~C~~~Sl~ Ulrich Residence, 151 Club Drive moisture content (ASTM D 1557) during the compaction operations. Compaction should continue until densities of at least 95 percent of the modified Proctor Maximum Dry Density (ASTM D 1557) have been achieved within each lift of the compacted fill. 6.4 Foundation Areas After satisfactory placement and compaction of the required structural fill, the foundation areas may be excavated to the planned bearing levels. The foundation bearing level soils, after compaction, should exhibit densities equivalent to 95 percent of the modified Proctor Maximum Dry Density (ASTM D 1557), to a depth of one foot below the bearing level. For confined areas, such as the footing excavations, any additional compaction operations can probably best be performed by the use of a lightweight vibratory sled or roller having a total weight on the order of 500 to 2,000 pounds. 7.0 QUALITY CONTROL TESTING We recommend that E&A be retained to perform the construction material testing and observations required for this project, to verify that our recommendations have been satisfied. Due to our familiarity with the project, we are the most qualified to address problems that may arise during construction, since we are familiar with the intent of our engineering design. A representative number of field in-place density tests should be made in the upper 2 feet of compacted natural soils, in each lift of compacted backfill and fill, and in the upper 12 inches below the bearing levels in the footing excavations. The density tests are considered necessary to verify that satisfactory compaction operations have been performed. We recommend density testing be performed (1) at 3 locations within the building area, (2) at 25 percent of any isolated column footing locations, (3) and at one location for every 100 linear feet of continuous wall footings. 8.0 REPORT LIMITATIONS Our geotechnical exploration has been performed, our fmdings obtained, and our recommendations prepared, in accordance with generally accepted geotechnical engineering principles and practices. E&A is not responsible for any independent conclusions, interpretation, opinions, or recommendations made by others based on the data contained in this report. Our scope of services was intended to evaluate the soil conditions within the zone of soil influenced by the foundation system and other proposed construction. Our scope ofservices does not address geologic conditions, such as sinkholes or soil conditions existing below the depth of the soil borings. This report does not reflect any variations that may occur adjacent to or between soil borings. The discovery of any site or subsurface condition during construction that deviates from the data obtained during this geotechnical exploration should be reported to us for our evaluation. Also, in the event of any change to the assumed structural conditions or the location of the structure, please contact us so that we can review our recommendations. We recommend that we be provided the opportunity to review the foundation plans and earthwork specifications to verify that our recommendations have been properly interpreted and implemented. 0763-0022-mpk.doc 6 March 27, 2009 ~ i. 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Offices: Jacksonville, FL -Brunswick, GA Site Location Plan Ulrich Residence - 151 Club Drive [~[ Atlantic Beach, Florida Date: 03/11/09 Project No.: 0763-0022 Figure 1 Graphical Scale 0' 20' 40' N I 1 B2 B1 Proposed Residence Envelope t I LEGEND Approximate Location of Standard Penetration Test (SPT) Boring Reference: Building envelope depicted based on Site Plan prepared by Kevin Gray Design Group, Inc. C'' Ellis & Associateslnc. ~; Environmental ^ Geotechnical ^ Materials Testing Integrated Engineering Services EB: 998 7064 Davis Creek Road Jacksonville, FL 32256 Q: 904-880-0960 f: 904-880-0970 email: ellis@eVlisassoc.com i Serving the Southeast since ~ 970. Offices: Jacksonville, FL -Brunswick, GA C c C v c u Club Drive Field Exp{oration Plan Ulrich Residence - 151 Club Drive Atlantic Beach, Florida Date: 03/11/09 Project No.: 0763-0022 Figure 2 45 30 BT @ 30.0' 35 LEGEND Topsoil and Debris (Bricks, rs) Bl ks Pav Fine SAND (SP) IV Standard Penetration Resistance, w Nat , oc e Blows/Foot T~ I Topsoil SP Unified Soil Classification System ~ Groundwater Level at Time of Drilling BT Boring Terminated at Depth Below Grade -200 % Passing No. 200 U.S. Standard Sieve APPENDIX A SOIL BORING LOGS FIELD EXPLORATION PROCEDURES KEY TO SOIL CLASSIFICATION EIIis~Associates~. LOG OF BORING Project No.: 0763-0022 Boring No.: B1 Sheet 1 of 2 Project: Ulrich Residence - 151 Club Drive Client: Brylen Homes Drill Rig: ATV Driller: J. Davis Boring Location: See Field Exploration Plan Drill Rod: AWJ Drill Mud: Super Gel-X Casing Size: Length of Casing: Groundwater Depth: 9.7 ft Time: Drilling Date: 3/10/09 Boring Begun: 3/10109 Boring Completed: 3/10/09 V C7 SHEAR S TRENGTH W Z Z ? W F_ ~ ~ - ~ ~ks ~ O W Q rn ~ ~ W ~_ ~ U~'S~tuP~ b e d Sampler IL ~ ~ W J O tY OQ. N U to Z J ~ P ~ n Dis~tur~bed S am meter -+ = J a DESCRIPTION a N a ~ ~ ~ l- g N ~ v ~ • Torvane ~ ~ a ~ 3 Z zQ lL ~ wa U O d + C! J ~ Unconfined Compression 0 N ~ ~ ~ Z Q Q ® Triaxial Co mpression m a a o ~s~ to z > o ao a o o ~ z 0 Topsoil and Debris (Brick, Blocks, Pavers) S SAND With C t i Fi SE h B O 5 1 oncre e g t rown ne L O L Fragments (SP) 3 8 3 2 VERY LOOSE to LOOSE Light Gray Fine SAND ; ~ 2 2 (SP) 2 4 2 2 1 3 5 2 3 3 3 4 4 6 10 6 5 MEDIUM DENSE Grayish Brown Fine SAND (SP) ;;;;~;;;;; 7 5 7 14 6 10 MEDIUM DENSE to VERY DENSE Brown Fine SAND (SP) 10 6 14 16 30 15 i 6 7 20 3 + ~ 41 61 c 20 MEDIUM DENSE to DENSE Gray Fine SAND ~ With Gravel (Shell Fragments) (SP) 7 J n 13 g 13 17 30 25 0 s Remarks EIIis~Associates~. LOG OF BORING Project No.: 0763-0022 Boring No.: B 1 Sheet 2 of 2 Project: Ulrich Residence - 151 Club Drive Client: Brylen Homes Drill Rig: ATV Driller: J. Davis Boring Location: See Field Exploration Plan Drill Rod: AWJ Drill Mud: Super Gel-X Casing Size: Length of Casing: Groundwater Depth: 9.7 ft Time: Drilling Date: 3/10/09 Boring Begun: 3110109 Boring Completed: 3/10/09 v ~ SHEAR S TRENGTH Z z Z ~ ~ ~ ~ (ks f) O Z W ~ r0 W ~ 't Q N W ~ H W ~ ~ ~ Un~dis~tuPrbed Sampler W LL l - CL W ~ J ~ O oC a. a. ~ U ~ N ~ J ~ C ~ Pocket Pen Disturbed S etrometer ample -~ a tx_' a DESCRIPTION y > z~ z N a g v ~ ~ rorvane ~ N tl ~ ~ ~ W Q ~ ~ O d + ~ ~ Unconfined Compression D N W W Z Q O ® Triaxial C o mpression r9 a a o ~~° to zo ~ so a o o ~ z 25 MEDIUM DENSE to DENSE Gray Fine SAND With Gravel (Shell Fragments) (S]?~Continued) 15 9 19 26 45 ~ Boring Terminated @ 30 ft. 35 40 3 i r 45 c 7 3 0 v 7 ` . ~ 50 0 L s Remarks Ellis&Associates~. LOG OF BORING Project No.: 0763-0022 Boring No.: B2 Sheet 1 of 2 Project: Ulrich Residence - 151 Club Drive Client: Brylen Homes Drill Rig: ATV Driller: J. Davis Boring Location: See Field Exploration Plan Drill Rod: AWJ Drill Mud: Super Gel-X Casing Size: Length of Casing: Groundwater Depth: 9.9 ft Time: Drilling Date: 3/10109 Boring Begun: 3/10109 Boring Completed: 3/10/09 U C7 SHEAR ST RENGTH z z ? ~ ~ ~ ~ ~ Z . (kg fl Z N W a >' ~ W Q J C7 a rn ~ N W J ~ F- ~ ~ O Pocket Pen Undisturbed etrometer Sample J LL W ~ W J O OC d N ~ O O p ~ Dis urebt d~s amP~ eter a = H ~ d DESCRIPTION N ~ ~ W z g ~ ~ v ~ ~ Torvane ~ N d ~ ~ Z Za W ~ a CW) O d -~ O J ~ Unconfined Compression C N W W Z O ~ ® Triaxial Co mpression ~ a a 0 ~~° 10 2 ~ 0 30 4 0 0 1 2 0 To soil -I 2 LOOSE Brown Fine SAND (SP) 3 1 2 + 2 5 2 2 i Wi h 1 2 ne SAND t VERY LOOSE Brownish Gray F 1 2 Gravel (Shell Fragments) (SPj 2 1 LOOSE Light Gray Fine SAND (SP) 2 3 5 2 4 2 1 2 4 3 5 4 3 2 5 3 5 MEDIUM DENSE Brown Fine SAND (SP) 4 10 _ 9 6 13 16 29 15 J 6 ~ 7 10 ~ 16 26 20 0 c VERY DENSE to DENSE Gray Fine SAND (SP) n j 18 g 32 = 35 67 25 n i s Remarks Ellis&Associates~. LOG OF BORING Project No.: 0763-0022 Boring No.: B2 Sheet 2 of 2 Project: Ulrich Residence - 151 Club Drive Client: Brylen Homes Drill Rig: ATV Driller: J. Davis Boring Location: See Field Exploration Plan Drill Rod: AWJ Drill Mud: Super Gel-X Casing Size: Length of Casing: Groundwater Depth: 9.9 ft Time: Drillin~_ _ Date: 3110109 Boring Begun: 3110109 Boring Completed: 3/10/09 v cs SHEAR ST RENGTH ~ Z Z ~ W a ~ ~ ~ W a J C7 Q to ~ ~ W a J ~ ~ ~ ~ Q Pocket Pen Undisturbed etrometer Sample W LL W J O OC . N O H O O O ~ Di°st~ur~b~ S arr~leeter Ja ~ ~ DESCRIPTION N ~ z ~ z N `QQn ~ ~ ~ ~ Torvane Q W ~ 3 Z W~ CW) O a -~- ~ ~ Unconfined Compression fn O N m W W Z Q Q ® Tdaxial Co mpression a a 0 (~ 10 20 ) 30 40 0 1 2 25 VERY DEN5E to DENSE Gray Fine SAND (SP) (Continued) 15 9 16 24 40 30 Boring Terminated @ 30 ft. 35 40 s i 3 i i 45 c 3 J h 0 ` ~ 50 0 L ~ Remarks J ~~~ Ellis~assaciates~. FIELD EXPLORATION PROCEDURES Standard Penetration Test (SPT) Borings The Standard Penetration Test (SPT) borings were made in general accordance with the latest revision of ASTM D 1586, "Penetration Test and Split-Barrel Sampling of Soils". The borings were advanced by rotary (or "wash-n-chop") drilling techniques. At 2 '/z to 5 foot intervals, asplit-barrel sampler inserted to the borehole bottom and driven 18 inches into the soil using a 140 pound hammer falling on the average 30 inches per hammer blow. The number of hammer blows for the final 12 inches of penetration is termed the "penetration resistance, blow count, or N-value". This value is an index to several in-place geotechnical properties of the material tested, such as relative density and Young's Modulus. After driving the sampler 18 inches (or less if in hard rock-like material), the sampler was retrieved from the borehole and representative samples of the material within the split-barrel were containerized and sealed. After completing the drilling operations, the samples for each boring were transported to our laboratory where they were examined by our engineer in order to verify the driller's field classification. The retrieved samples will be kept in our facility for a period of six (6) months unless directed otherwise. EIIs~A~sociates~. KEY TO SOIL CLASSIFICATION Description of Compactness or Consistency in Relation To Standard Penetration Resistance COARSE GRAINED SOILS (Sands and Gravels) N-Value Compactness 0 - 3 Very Loose 4 - 10 Loose 11 - 30 Medium Dense 31 - 50 Dense 51 and Greater Very Dense FINE GRAINED SOILS (Silts and Clays} N-Value Consistenc 0 - 1 Ve Soft 2 - 4 Soft 5 - 8 Firm 9 -15 Stiff 16 - 30 Ve Stiff 31 and Greater Hard DESCRIPTION OF SOIL COMPOSITION** (Unified Soil Classification System) G LABORATORY CLASSIFICATION CRITERIA MAJOR DIVISION roup Symbol FINER THAN SUPPLEMENTARY SOfL DESCRIPTION 200 SIEVE % REQUIREMENTS GW <5* s DedD~o greater than 4 ) between 'I & 3 x D D / (D Well graded gravels, sandy gravels Gravelly soils uo ao eo (over half of GP <5* Not meeting above gradation Gap graded or uniform gravels, sandy coarse fraction for GW gravels gra ned larger than No. 4) GM >12* PI less than 4 or below A-line Silty gravels, silty sandy gravels (over 50% GC >12* PI over 7 above A-line Clayey gravels, clayey sandy gravels by weight coarser h N SW <5* s Doo/D~o greater than 6 x D ) between 'I & 3 / (D D Well graded sands, gravelly sands an t o. uo ao ao 200 sieve) Sandy soils (over half of coarse Sp <5* Not meeting above gradation Gap graded or uniform sands, gravelly fraction finer than requirements sands No. 4) SM >12* PI less than 4 or below A-line Silty sands, silty gravelly sands SC >12* PI over 7 and above A-line Clayey sands, clayey gravelly sands Silts, very fine sands, silty or clayey fine Low ML Plasticity chart sands, micaceous silts compressibility Fine rained (liquid limit less CL Plasticity chart Low plasticity clays, sandy or silty clays g than 50) (over 50% OL Plasticity chart, organic odor or color Organic silts and clays of low plasticity i ht b y we g finer than High MH Plasticity chart Micaceous silts, diatomaceous silts, i h No. 200 ibilit volcan c as sieve) compress y (liquid limit more CH Plasticity chart Highly plastic clays and sandy clays than 50) OH Plasticity chart, organic odor or color Organic silts and clays of high plasticity Soils with fibrous organic matter PT Fibrous organic matter; will char, burn or glow Peat, sandy pests, and clayey peat * For soils having 5 to 12 percent passing the No. 200 sieve, use a dual symbol such as SP-SM. ** Standard Classification of Soils for Engineering Purposes (ASTM D 2487) ORGANIC MATERIAL MODIFIERS Modifier Trace Or snit Content 1 % to 2% Few 2% to 4% Some 4% to 8% Man >8% SILT/CLAY DESCRIPTION MODIFIERS ~ Modifier I SiIt/Clay Content I Trace <5°!° With 5% t012% Sit /Cla a 13% to 35% Ve >35% Ellis ~ Associates inc. SUMMARY OF LABORATORY TEST RESULTS Project: Ulrich Residence, 151 Club Drive Client: Brylen Homes, Ltd. Project No.: 0763-0022 Natural At terberg Li mits Boring/ Sample No. Sample Depth (ft.) Organic Content % Fines Content % Moisture Content °fo Liquid Limit % Plastic Limit % Plasticity Index Pocket Pen. (tsf) B 1 /7 18.5-20 3 26 B2/1 0.5-2 2 4 ~~~ f[Iis~A~ssociates~ LABORATORY TEST PROCEDURES Percent Fines Content The percent fines or material passing the No. 200 mesh sieve of the sample tested was determined in general accordance with the latest revision of ASTM D 1140. The percent fines are the soil particles in the silt and clay size range. Natural Moisture Content The water content of the sample tests was determined in general accordance with the latest revision of ASTM D 2216. The water content is defined as the ratio of "pore" or "free" water in a given mass of material to the mass of solid material particles. Oct. 23. 2009 10:55AM BRYtEN HOMES lTD CUSTOM HOMES BY BRYAN LENDRY,~ l ELEFAX ~OV~ER SHEET No. 5925 P. 1 to: ~,: ~u~ ~ c~ i n~ ~~'~--tit i ~4e, Vicki Johnson . e mpeay: datdrime: i ~ ~~~ G ~cxc~c-k-~ 1 ~ -oZ 3 -c~~' fex namb tatai no. of pages including cover. Phoae number: Refaranoa: Subject: •Capiesc ~ I~v~.~; n n C~~-~~c~#e. ^ URGENT ~ ^ FOR REVIEW ^ PLEASE COMMENT ^ PLEAS$ REPLY NOTES/COMMENTS: r Q ~a:~-t'D r1 ce~ ~-~~ ca. e.: X51 ~~~~ ~Jr~ve, J4..~- ~a,n.~'~.. ~~, r ~- d~ et~M ~~- ~ a ~` Og~~ ~ ~~ ~ p The information contained in this faar~e message maybe confidential information intended only for the use of the above named individual or euliiy. If the reader of this is not the intended recipient you are hereby notified that any disseminationi, disln'bution or copy of this communication is stcicily_ prohibited If you have received communication jn error, please notify us immediately by phone and retlun oIIginal message to the below address via tfie US Postal Service. Thank you 4745 Sutton Park Court, Building 500, Suite SOI • Jacksonville ~ Florida 32224 Phone (904) 992 2100 1 Fax (904) 992-2105 E-Mali: BLendry(~Iendry homes.com ~ Website: www.Iendry-homes.com First Coast Development Group, Inc. sole general partccer Oct. 23. 2009 10:55AM BRYLEN HOMES LTD No.5925-P. 2 U.S. DEPARTMENTvr HOMELAND SECURITY . ELEVAT~~N CiERT~F~CiiA t E OMB No. 1860-0008 Federal Emergency Management Agency Expires March 31, 2012 National Flood Insurance P-ogn~rn Important: Read the instructions on pages 1-9. SECTION A -PROPERTY INFORMATION A1. Building Owner's Name HENRY G. ULRiCH III. A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Hox No. 151 CLUB DRIVE, City ATLANTIC BEACH State FL ZIP Coda 32233 A3. Property Desuiption (Lot and Block Numbers, Tax Parcel Number, Legal Description, etaj PT HOTEL RESERVATION RECD O/R 14796-2300(EX PT RECD O1R 12675.1472, RE. ~ 170246-0000 A4. Building Use (e.g., Residential, Non-Residential, AddRion, Accessory, etc.) RE$IJ~NTIAL A5. Latitude/Longitude: Lat 30°2QQ~ Long. 81°23,49" Horimntal Datum: ^ NAD 1927 ®NAD 1983 A6. Attach at least 2 photographs of the budding if the Certfiicate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawispace or enclosure(s): A9. For a building wr~h an attadfed garage: a) Square footage of crawispace or enclosure(s) NA sq fl a} Square footage of attached garage NA sq R b) No. of pemnanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage encosure(s) within 1.0 foot above adjacent grade ~ within 1.0 foot above adjacent grade NA cy Total net aroa of flood openings in AB.b NA sq in c) Toil net area of flood openings in A9.b NA sq in d) Engineered flood openings? ^ Yes ^ No d} Engineered flood openings? ^ Yes ^ No SECTION B -FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name 3 Community Number 82. County Name 83. State ATLANTIC BEACH/120075 DUVAL COUNTY FL B4. Map/Pane! Number 85. Sutfx B6. FIRM Index 87. FIRM Panel 88. Fbod H9. Base Flood Elevation{s) (tone 12007510001 D Date EBedive/Revised Date Zone(s) AO, use base flood depth) 4-17-089 4-17-089 "X" - 810. Indicate the source of the Base Food E~vation (BFE) data or base flood depth entered in Item B9. ^ FIS Profile ^ FIRM ^ Cortariunity Determined ^ Other (Describe) 611. Indicate elevation datum used for BFE in Item B9: ^ NGVD 1929 ~ NAVD 1988 ^ Other (Describe} B12. Is the building bated in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ^ Yes ®No Designation Date ^CBRS ^ OPA SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ^ Construction Drawings' ®Building Under Construction' ^ Finished Constnxdion A new Elevation Certificate will be required when construction o- the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete hams C2.a-h bebw according to the budding d'urgram speafled in Item A7. Use the same datum as the BFE. Benchmark Utilized SEE COMMENTSVartical Datum 19~,Q ConversioNCommer+ts Check the measurement used. a) Top of bottom floor (nduding basement, crowlspace, or enGosuro fbor) 16.1_ ®feet ^ meters (Puerto Rico only) b) Top of the next higher floor ^ feet ^ meters (Puerto Rico only) c) Bottom of the knvest horizontal structural member N Zones only) ^ feet ^ meters (Puerto Rico only) d) Attached garage (top Of slab) ^ feet ^ maters (Puerto Rice Doty) e) Lowest elevation of machinery of equipment servicing the building ^ feet ^ meters (Puerto Rice only) (Describe type of equipment and btation in Comments) f) Lowest adjacent (finished} grade next to building (LAG) ~.7 ®faet ^ meters (Puerto Rico only) g) Highest adjacent (finished) grade react to building (HAG) ~.~_ ®teet ^ rosters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, inducting ^ feet ^ meters (Puerto Rico only) structural support SECTION D -SURVEYOR ENGINEER OR ARCHITECT CERTIFICAT)ON lad rchited uthor¢ed b law to certify elevation This cerbficatron ~s to be signed and sealed by a n surveyor, engineer, or a a y information. 1 certify that the information on this Certificate represents my best eflb-ts to interpret the data avar'fable. I understand that any false statement may be purNshable by flee or imprisonment under 18 tl.S. Code, Section Jt701. ® Check here if comments are provided on back of form. Were latRude and longitude fn Section A provided by a licensed land surveyor? ®Yes ^ No Cert~er's Name JAMES D. NARRISON, JR./ MICHAEL A. GARRETT License Number 2647/6643 Title REGISTERED LAND SUR YORS Comparty Name ALL AMERICAN SURVEYORS OF FLORIDA, INC. ~~ . ~% p't•: ~~ ~„y ~`/'~~ FEMA Form 81-31, Mar 09 See reverse side for continuation. Keplaces an previous eaitwrts Oct. 23. 2 49 14:5bAM BRYLEN HOMES lTD ~ No. 5925 P. 3 _ IMPORTANT; In these spaces, copy the c! spondtng information from Section A. '` ~' rw`Lrfr. ~ -: -.. Building Strent Address {inchiriirig Api, Urelt, Svite, and/or ~. No.} or P.O. Route and t3ox No. ~~_~'- 151 C_ LUB DRIVE ,R~'" _ = ,~^~' '~. City ATUINTiC BEACH Stale FL ZiP Code 32233 ~ r ~ ,~; ""'-' _~ .G. SECTION D -SURVEYOR ENGINEER, OR AttCFNTECT CERTIFICATION {CONTINUED) Copy both sides of this Elevation Certificate for (1 } community otfiaal. (2) insurence ageM/oornpany, and {3} buleting owner. Comments BENCHMARK USED. NA1L & DISK AT NORTHERLY END OF PARKING LOTAT Ha20 SOUTMPOtNT PARKWAY, STE t, ELf=VATfON 22.51. ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1929. Ot ignatura pate - ^ Check here if attachments SECTION E - BUILi)1NG ELEVATION INFORMATION {SURVEY NOT REQUIRED) FOR ZONE AO ANO 20NE A (WtT'HOUT 8FE') For Zones AO and A (without BFE}, complete llama E1-E5. H the Certflicate is Mended to support a IOMA or LOMR-F rec;uest, complete Sections A, B, and C. For Items Et -E4, use mural grade, 'rf available. Check the measurement used. in Puerto Rka only, enter meters. E1. Provide elevation irtfomtation for the foollowing and check the appropriate boxes ro show whether the efevafiori is above err below the highest adjacent grade {HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (induding baserrwnt, cravslspace, or enclosure} is ^ teat ^ meters ^ above or ^ below the HAG. b} Top of bottom floor ('includafg basement, craxdspaae, or enclosure) is [] feet ^ meters ^ stave or ^ below the LAG. F2. For Building Diagrams S-9 with permanent flood openings provided in Section A flerrw B and/or 9 (see 8-9 of instructions}, the next Higher floor (ekvatron C2.b in the dagrarres) of the building is ^ teat ^ meters ^ above or batow the tiAG. E3. Attached garage (tap of slab} is ^ feet ^ meters ^ above ~ [] below the HAG. E4. Top of phtfonn of machinery and/or eAuipment servicbig the building is ^ feet ^ meters ^ above or (] below the tiAG. E5. Zone AO only: ff no hood depth number is avaaabte, is the top of the bottom floor elevated in accordance with the oonvnuniy's tloodptain management ordinance? ^ Yes ^ No ^ Unknovem. 'rho local dlicial must certify Deis Information in Section G. SECTION F -PROPERTY OWNER {OR OWNERS REPRESENTATIYEf CERTIFICATION The property owner Or owners authorized representmive who compiet~ Sections A, B, and E for Zone A (vrithoed a FEIIAA-issued or common or Zone AO must sign here. The stafemenis in Sections A, $, and F ens txirrect to tfb tbst of rrry AvrOtatedgie. ~ BFE} Property Owners Or Owners Authorized Representative s Name Addtss Ciy State ZiP Code Signature Date Telepbwrie Comments C~ Check here if sitadrmeMs SECTION G - COMMUNITY INFORMATION {OPTIONAL) Tha bcel official who is atahorize6 by law or ordirrenee t0 administer the community's floodplain manegemerit ordinance can cornpleFe Sections A, B, and G of this Elevation Certifkate. Cornpkte the applicable hem(s) and sign below. Check the measurement used hi Iterris GB acrd G9. Gf . [j The information in Section C was taken from other doceu»entatton that has been s~ned and seated by a licensed surveyor, engineer, or architect who is authorized by taw to certify elevation inforrriatron. {Indicate the source and dxata of the etevaflon dab le the Comments area below.) G2. ^ A community official tximpleted Section E for a buikfing located in Zone A (without a FEAAP--issued orcommunity-issued BFE) or Zone AO. G3. ^ The following irrtorrnsdion (items G4.G9} ~ provided for cornrtxrniy florirlpiairi irranageitreM purposes. G4. Pem»t Number ~ G5. Date Permit issued ~ G6. Date Cerfficate Of CompNancelOccuparrcy Issued G7. This permit has been issued tor: ^ New Construction ^ Sutaztan6ai improvement G8. Ele+ration of as~bugt lowest floor (including basement) of the beading: ^ feet ^ meters (PR) Datum G9. BFE or {in Zone AO) depth of flooding at the bui~ing site: ^ feet ^ meters {PR} Datum G10. Community's design flood etevatiorr ^ feet ^ meters (PR) Datum Local OffiCNtl'S Name Title Community Name Tebphone Signature pate Comments ^ Che~,here fl attadmrents FEhAA Form 81-31, Mar 09 Rt3pist23s all previous t3~tions p-~s.:~~~~.,, City of Atlantic Beach ~ "~ 1~ ~a`~ _v _~riz Building Department ,IUN 1 ~ 2009 ~, ~ ~? 800 Seminole Road ~ ~ „r Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 Fax (904) ~$8a~ ^!.~~~~~ E-mail: building-dept@coab.us City web-site: http://www.coab.us APPL{CATION NUMBER (To be assigned by the Build{ng Department:) 0~~ 0~9 Date routed: O APPLICATION RIEVfEW AIVD TRACKING FORM Property Address: ~~~ ~ ~k ~ ~r ~~ V ~ Applicant: ~ Project: ~!L' !~ ~ , ~ / 71 ~ ent review re wired Yes No Plannin & Zoning ree r Pub "c Works Public Utilities Public Safety Fire Services Review fed $ Dept Srgnatu~e Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Wafer Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: []Approved. [Denied. (Circle one.) Comments: ('~ p ,, D BUILDING ` ~C ~ ii1., vLe.•--~ ~' ~-Yhu~ ~ ~ ~ ~sz~ Cdl ~ er1. ~'~ . PLANNING & ZONING Reviewed by: Date: U TREE ADMIN. Second Review: A roved as revised. pp ^Denied. PUBLIC WORKS Co ~ ents~~~ ~y , ~,I~ ~ S G,,~~ ~y~ ~ ~~ ~y.?~~ ,° J ""~ PUBLIC UTILITIES l ~~~ ~ ~' 2 ~ ~ J ~ PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ^Denied. Comments: Reviewed by: Date: Revised 05F141o9 s ri !...L~J- ~, \t, Comp. By: RLC Date: 6/25/2009 J ~r ~Jf31~'' Public Works Department City of Atlantic Beach Permit No: 09-0895 Address: 151 Club Drive Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V = CAR/12 Where: V =Volume of Runoff C =Coefficient of Runoff A =Area of lot in square feet R= 25-yr / 24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 7,499 ftz Runoff Coefficient Area Lot Area Description (ft2) (ftz) "C" Wtd "C" Impervious 7,499 1.00 0.21 Bldg footprint only, no paving Pervious 5,938 7,499 0.20 0.16 Runoff Coefficient (C) = 0.37 Runoff Volume V = 0.37 x 7,499 x 9.3 / 12 V = 2,130 ft' Postdeveloament Runoff Volume: Lot Area (A) = 7,499 ftz Runoff Coefficient Area Lot Area Description (ftz) (ftz) "C" Wtd "C" Impervious ~`, 7,a9s 1.00 0.50 50% limit, allowance for paver areas Pervious 3,749 7,499 0.20 0.10 inClUded Runoff Coefficient (C) = 0.60 Runoff Volume V = 0.60 x 7,499 x 9.3 1 12 V = 3,487 ft3 Required Storage Volume DV = Postdevelopment Runoff Volume - Predevelopment Runoff Volume DV = 3,487 - 2,130 DV = 1,357 ftg Retention 151 Ciub Drive -onsite Retention 6/25/2009 ~;~~.~'~ ~z CITY OF ATLANTIC BEACH '~~ ~'~ 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 1.~i OFFICE: (904)247-5826 ~ FAX NO.:(904)247-5&15 ~ _' BUILDING-DEPT(c~CAAB.US - ' ~ BUILDING PERMIT APPLICATION nl Ival ~nl wTv 1. JOB Ap~P.FSS: 2 VALUATION OF',NORK S~- FT. UF7DER°'r2G"JF 4. LEGAL DESCRIPTIDN~. 5. CLASS OF 1h~ORY," 6. USF CF STRDCI URE: ) ~~ LOT ~ BL ~~ ~1 ~T~ ~I L CK`° ~ NEW BUILDING ^DEMOLITION 4~~~slotrdTwr ~{ -. + L ~ O SUB DIVISION J ^ ADDITION ^ CONVERTING USE ^ GH.7rdFkGIAL '- DESCRIPTIQN OF 1NORK ^ ALTERATION ^ ACCESSORY BLDG ~. RRE SPRINKI'EP. I~~, y- ~/~ f,~ , L,~ ~ ~T , ~_ ~ "-° -~~ . ^ REPAIR ^ POOL I SPA . ^ YES ^ NIA ^ MOVE ^ OTHER ~NO PROPERTY OWNERS CONTRACTgR: ARCHITEC T! ENGINEER: r.b1 E 5 COMPANY NAME: 23 COMPANY NAB (~~ -f V LtZI cam }- F ~ T . - ( 16. NAME: 24. LICENSEE NAME: 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: CC /,~ ; u.~ c.. ~1 f Fl.3z't-3~ 18. ADDRESS: ~ ~ ~I~ys 5~-r~rs,-~ PAS. c:-~ ~ ~ 26. ADDRESS: ~~, C~~r~o ~~ ~~ _ ~~~ ~-- 3~~-z-s-4 ~',o~ ~~.tl ', F~. 3 ~-s`~ 11. OFFICE. PHONE: ~~-i-`~7}- yS3c~ 12. FAX NO.: 19. OFFICE PHONE: a -~7'Z--~1~» 20. FAX NO.: ge~F~ 7~Z 21a5 27.OFFICE PHONE: ~~ ~yz_ ©~~'~" 28. FAX NO.: 3a~F-,-2~/^ i5s 13. CELL PHONE: _ 21. CELL PHO~yE: ~a7"-2-'~7-Z7~~ 29. CELL PHONE: ~~~--728- 32.1`i~' _ 14. EMAIL ADDRESS: ( 22. EMAIL DRES 30. EMAIL ADDRESS: "'FEE SIMPLE TITLE HOLDER: (IF OT~IER THAN OYVTJ EI ij BONDING COMPANY: MOR GAGE LENDER: 31: NAME:.. 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36: ADDRESS:. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of alt laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Si ns, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until aii inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. *** WARNING TO OWNER: ~ YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NQTIOE OF COMMENCEMENT. OWNS or A ENT CONTRACTOR ~ PDwer f (or ey or Ag ncv Le!teY Requlrai7) / (Qualifier Only) r Signed: _ Date: ~ .2 ~ (J Signed: Date: G' 1 ~~ 9 Before me this ~ day of c~~- , 2009 in the county of 7- Before me ~ da of ~P ~~ y , 2009 in the county of Duval, State of Florida, has personally appeared Duval, S orida, has personally appeared herin by himseff !herself and affirms that all statements and dedarations are herin by himself /herself and affirms that all st~ements and dedarations are true and accurate. ~j) 1 Notary Public at Large State of ~E` Count of i"" ~~~'-'' true and accurate. Nota P bli t L St t f ~ C ~~ l''- , , y ry u c a arge, a e o , ounty of Personally Known ~ ~. Personally Known - -- ..:.- ^ Produced Identification - ~ ~ ^ produced Identification - Notary Signatur Notary Signature: `_ "a u~ ! p a I I ~~'~` ~~ ~ ~ kFHafiEO'N eprveP blcfUndenv~Mers , ~~,~ BLDG01 Permit Application Bldg: REVISED: 12/18/2008 y.F - I~ NIY I:LIMMItitilvN S uu / ta/~ :, L+~ j EXPIRES: September 13, 2011 ~;p, ,~,.~` ~ Bonded ThN Notary Publb Underwriters ~~ ~~~~ ~ ~`` ~.1 ~~ .~P NO, 8 AGGREGATE IN OPENINGS CONCRETE PAVERS MIN' 3 118" (80 mm) THICK - CURBIEDGE ROWTDRA~I NA E (CURB SHOWN) FOR OVERFL BEDDING COURSE 1 1 t2 TO 2" (40 TO 50 mm) THICK (..~P, N0.8 AGGREGATE) q° (100 MM) THICK N0.57 STONE OPEN-GRp,DED BASE MiN. 6" (150 MM) THICK NO, 2 STONE SUBBASE OPTIONAL GEO~ GRAfl D BA ~TTOM AND SIDES OF OPE - SOIL SUBG~`DE -ZERO SLOPE S: RS MAY BE USED iN PEDESTRIAN APPLICATIONS. NOTE 60 MM) THICK PAVE 1 • 2 318 (TONE SUBBASE THICKTERLOCKING CONCRETE PAVEMENT MANUAL. 2 CONSULT ICPI PERMEABLE IN AvE~ENT WITH FU--~ PERMEABLE P Tp SpIL SUBGRADE EXFILTRAT~4N DRAWING NO. ICPI-$ I scA~~ N~ SCALE MAP SHOWING BOUNDARY SURVEY OF: A PART OF THE HOTEL RESERVATION AS SHOWN ON MAYPORT TERMINAL COMPANY'S MAP OF ATLANTIC BEACH AND RECORDED IN PLAT BOOK 5, PAGE 64, AND ALSO SHOWN ON PLAT N0. 1, SUBDIVISION "A", OF ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, SAID PART BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A P04NT OF REFERENCE, COMMENCE AT THE NORTHWEST CORNER OF CLUB MANOR, AS RECORDED IN PLAT BOOK 25, PAGE 62 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE NORTH 85'32'15" EAST ALONG THE NORTH LINE OF SAID CLUB MANOR, A DISTANCE OF 146.25 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 85'32'15" EAST, ALONG SAID NORTH LINE, A DISTANCE OF 99.87 FEET; THENCE NORTH 06' 15'32" WEST, DEPARTING SAID NORTH LINE, A DISTANCE OF 100.13 FEET; THENCE SOUTH 85'19'17". WEST, A DISTANCE OF 99.89 FEET; THENCE SOUTH 06'16'42" EAST, A DISTANCE OF 99.75 FEET TO THE POINT OF BEGINNING. SUBJECT TO AN 12 FOOT EASEMENT FOR INGRESS AND EGRESS ALONG THE NORTH 12.00 FEET OF THE ABOVE DESCRIBED LANDS. AGENDA ITEM #8C ATLANTIC BEACH HOT PAGE S69 NATION DECEMBER 13, 2004 ~-~v- pus ~~`^~~ p1p,T BOOK 5, (ALSO KNOWN AS SEAPLACE CONDOMINIUM) O.R•V• #5298, PAGE 125 FOUND 1 f 2" IRON PIPE 58519' 17"W 99.89' NO IOENiiFICATION FOUND 1/2" IRON PIPE ~ _- NO IDENTIFlCATION ± _, -~•-'-" "-~~~~~Y~T FDfl INGRESS PND EGRESS ~-- - -~1x' FA+EMEM ~ '-' ~ J Pt _ ~- noo~'o rr+u~ Oi• -- ~ J J ~ °'l y ~ enLN '.. ~ .O O ~ '~ ~Pb... .sl.s'......... N ~ ~ rcu ~E ~ ~ --~..:n fi:3. ~ ! ;..~ r7~3 v ~~ SAD 1 ~' Z o ~ ~ .~m ~• k t sr=ar coNCaETe BLDDN p 1 O ~ e ~ D O ~ ~ .. ;. ~ 5,?' ,nr a¢sov+ce Blsl O D m o (sl m l J ~ ~ ~`: .. ... x.7~ n ~ _3_x.8'.......... ~~W ~ ~ m ~) F' ~y. a,~l.Z .. :: 21 A' .,. . ~ ~" ~ P I ~ = N ~ 't. ~o:. ~. '~1 C ~ ~ ~~• t3TA1• NTS. S `7"I ~ - 'i'- ' 2" IRON PIPE (Tl -i ~ sc.Da' FOUND 1/ . I 98.25' N.TS. .a ~ F U D 1/2" IRON PIPE NO IDENTIFlCATION N853E'l6'E 7w.x8' N.T.S. 0 /~ 3.eo'J ENe NO IDENTIFICAT;ON 15"E 99.87 POINT F N85'32' L ~N ~N~ P~ ~j~ ~e ~~ PO~Nf OF 9EGINMNc CLUB DRIVE 50' R1GH~-dE-WAY Existing parcel ND>6: 7Hf5 PROPER7Y LIES W FL000 ZONE X" BY FL000 MAP REVISED APRIL 77, 1989, aDMMUNT' PANEL NO. 120075 Dao7 D BEARINGS BASED ON THE NORTHERLY RICHT-OF-WAY LINE OF CLUB DRIVE AS BEINC N 85' 32' 15" E O.R.V. DENOTES OFFlCIAL RECORDS VOLUME CERTIFIED T0: -X- DENOTES 6' V!N!1 FENCE EXCEPT AS NOTED w AL & BOB FROSIO -//- DENOTES B' W000 FENCE EXCEPT AS NOIED THERE MAY BE AOORIONAL RESTRICTIONS T7U1T ARE NO7 SHOWN ON 7NI5 SURVEY THAT MAY BE FOUND IN 7HE PUBLIC RECORDS OF ' DUVAL COUNTY, FLORIDA. .. .. I hereby cert(fy that thle survey meets the minlmum technical atondards ao Bet forth by the Florlda Board of Land Surveyor, rsuant to D U R D E N Section 472027 Flarido Statutes o hapter ! Btg17 Florlda Adminlatr n Cod SURVEYING AND MAPPING, INC, also Lonastar Road Jacksonville, Florida 32211 N ~ (904) 724-5588 FaX 724-9154 FIAR A aECISTEREO suRVEraR No. a~D-t LICENSED BUSINESS N0. 6696 ~ H. BRUCE DuraoEN, d,. SIGNED JULY 21 2004 SCALE: 1" = 30' THIS SURVEY NOT VALID UNLESS THIS PRINT IS EM905SED PATH THE SEAL OF THE ABOVE SIGNED. ~ - f v Brooks, Nancy From: Carper, Rick Sent: Thursday, June 25, 2009 9:39 AM To: jeff@brylenhomes.com Cc: Showman, Lisa; Brooks, Nancy Subject: 151 Club Drive Jeff, plan review comments from 151 Club Drive. I've scanned my comment sheet (handwritten - I'm used to having to translate) and attached the on-site storage computation spreadsheet. Large area of pavers proposed will make it very hard to meet 50% impervious surtace limit. Sections below are from City Land Development Regulations (emphasis added). Call or email if you have questions. Rick 151 Club Drive 151 Club -or~slte Retenti... Drive_i.pdf Impervious surface shall mean those surfaces that prevent the entry of water into the soil. Common impervious surfaces include, but are not limited to, rooftops, sidewalks, patio areas, driveways, parking lots, and other surfaces made of concrete, asphalt, brick, plastic, or any surfacing material with a base or lining of an impervious material. Wood decking elevated two or more inches above the ground shall not be considered impervious provided that the ground surtace beneath the decking is not impervious. Pervious areas beneath roof or balcony overhangs that are subject to inundation by stormwater and which allow the percolation of that stormwater shall not be considered impervious areas. Swimming pools shall not be considered as impervious surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. Surfaces using pervious concrete or other similar open grid paving systems shall be calculated as fifty (50) percent impervious surface, provided that no barrier to natural percolation of water shall be installed beneath such material. Open grid pavers must be installed on a sand base, without liner, in order to be considered fifty (50) percent impervious. Solid surface pavers. (e.g., brick or brick appearing pavers as opposed to open grid pavers) do not qualify for any reduction in impervious area, regardless of type of base material used. (b) On-site storage: The applicant shall be required to provide on-site storage, such that there is no increase in the rate or volume of flow to off-site, from every developed or redeveloped parcel, and provide documentations and calculations. to demonstrate compliance. Development projects previously permitted by the St. Johns River Water Management District (SJRWMD), which have an in-compliance retention or detention system that collects and controls run-off, are exempt. The requirement for on-site storage may be waived by the director of public works if storage is determined to be unnecessary or unattainable. Volume calculations for lots That require on-site storage should be based on the difference in run-off volume generated by the new impervious area ("delta volume") and would be calculated by: V = CAR/12, where V =volume of storage in cubic feet, A =area of the lot in square feet, R = 25-year and 24-hour rainfall depth (9.3 inches) over the lot area, and C =run-off coefficient, which is 0.6 for the fifty (50) percent maximum imperviousness, 0.4 for twenty-five (25) percent imperviousness, and 0.2 for zero (0) percent imperviousness. This delta volume (post V minus per V in cubic feet) must be stored at least one (1) foot above the wet season water table and below the overflow point to off-site (in many cases this may be the adjacent road elevation). As an option, and as approved by the director of public works, the owner of the parcel to be developed or redeveloped may implement, at the applicant's cost, off-site storage and necessary conveyance to control existing flood stages off-site. Ricky L. Carper, P.E. Public Works Director/City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarper(c'~coab. us PH: (904) 247-5834 Fax: (904) 247-5843 Public Works Plan Review Comments Date: (~ ~ ~ q ~ D q Initials: Project Name/Address: ~ SI Chug ~-(~ Application Permit #: ~i - ~gQ~j Ahca~~n'Iek~g~omats' ~Fa'l~dcT .: :;. ...... ~ .. ' ~ rvious surface calculations. ~ ~,~, Provide unpe ~~r ,~ Stiy,,,,y~ ~_ IC~T ° ~ ~ , , a Provide erosion and sediment control plans with installation details and a ~ ~ ~ ~ ,c,,,, 1 ~" l d schedule. ~/Zv ~.•-~ ~ - f b 5 /~~= ~* Provide drainage plans showing site topography (flow arrows, etC.) ^ Provide construction site management plan, including Right of-V~a3~ Permit if using . n _ . ri t-of~ - fer ~construttion.. Provide apre-construction topographic survey prepaze~l by Florida 'tensed " _ iNi Professional Land Surv or, Q c) - Q /Jr Section 2466(b) of the Land Development Re ations require n-site storage for increased runoff. Provide Delta volume calculations and on-site retention required Section 24-66 See attached info. Sheet Tf on-site storage is required, a post construction topographic survey documenting ~.,/ ro er construction will be re aired. b~ ARight-of--Way Permit must be obtained for use ^ A Revocable Encroachment Permi~must ~ie o fain . , ,~jr,, ~ti ~ ~~1 ~ ~,~ Pool - Wellpoint (if used) must discharge into vegetated area 10' minimum fro street or drains. a feature swale, structure or la oan . .All Concrete driveway aprons must be 5 inches thick, 4000 psi, with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not allowed in the ROW Commercial drivewa s - 6" thick . Any utility cuts in the road must be repaired using COJ Standard Detail Case X and, must be overlaid 10 feet in each direction from the center of the cut. Repair must be ^ shown on the lens. P - oll off container company must be on City approved Iist and cannot be placed h f ri Ci --way. t-o ty g on ~ I ~ ~- ~ 1 ~ '1~1~" ~~'""`" _` ~ ~t t~ 7 ~ f ig ~ t ~-a-c, t ^ C o~ ao Sw '~~a ~~ ~S ~ ~(~ I, Comp. By: RLC 1 - ' > Date: 6/25/2009 J ~" Public Works Department City of Atlantic Beach Permit No: 09-0895 Address: 151 Club Drive Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is deftned as follows: V =CAR/12 Where: V =Volume of Runoff C =Coefficient of Runoff A =Area of lot in square feet R= 25-yr / 24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelo~ment Runoff Volume: Lot Area (A) = 7,499 ftz Runoff Coefficient Area Lot Area Description (ftz) (ftz) "C" Wtd "C" Impervious 7,499 1.00 - 0.21 Bldg footprint only, no paving Pervious 5,938 7,499 0.20 0.16 Runoff Coefficient (C) = 0.37 Runoff Volume V = 0.37 x V = 2,130 ft3 Postclevelodment Runoff Volume: Lot Area (A) = 7,499 ft~ Runoff Coefficient 7,499 x 9.3 12 Area Lot Area Description (ftZ) (ftz) "C" Wtd "C" Impervious - 7,499 1.00 0.50 50% limit, allowance for paver areas Pervious 3,749 7,499 0.20 0.10 included Runoff Coefficient (C) = 0.60 Runoff Volume V = 0.60 x 7,499 x 9.3 / 12 V = 3,487 ft Required Storage Volume DV = Postdevelopment Runoff Volume - Predevelopment Runoff Volume DV = 3,487 - 2,130 DV = 1,357 n3 Retention 151 Club Drive -onaite Retention.~ds 8/25/2009 .S!..1~y1 s'~ ~~~~\\ Comp. By: RLC _ I Date: 6/25/2009 J -~ i J;31~f' Public Works Department City of Atlantic Beach Permit No: 09-0895 Address: 151 Club Drive Provided Storage: Elevation Area Storage 11.0 827 0 12.0 1,372 1,100 12.5 1,826 1,899 BOTTOM TOB Required Treatment Volume = 1,357 ft' Supplied Treatment Volume = 1,899 ft' Retention 151 Club Drive -onsite Retention.~ds 6125/2009 .., CITY OF ATLANTIC BEACH (/-'' ~i ~`, 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 {~. '~ OFFICE: (904)2475826 ~ FAX NO.:(904)247-5845 BUILDING-DEPT~COAB.US ' ~~~~J~' BUILDING PERMIT APPLICATION 09- ..._ I I I _ I_.~~~:I DUVAL COUNTY 1. JOL3 ADDRESS: 2 VALUATION OF WORK: 3 SG FT_ UNGER ROOF -0. LEGAL DESCRIPTION. 5. CLASS 01= VSbRIC o . U SE OF STRUCTURE Lr~ ~ ~C~ f~ T ~T~ ~ NEW BUILDING ^ DEMOLITION ,~ w M~1 RESIDENTIAL + i ~ -. LOT BLOCK_SUB DIVISION . ^ ADDITION ^ CONVERTING USE ^ COMMERCIAL 7 DESCRIPTION OF WOP,Y. ^ ALTERATION ^ ACCESSORY BLDG. i3 FIRE SPRINKLER. ~ ~-,~~ ~~, ~ i L~ ~ Tr ~ ,, ~~S ~ ~~ ^ REPAIR ^ POOL /SPA ^ YES ^ N/A ~ `- ^ MOVE ^ OTHER NO PRppERTY pWNER; CO TOR:.. ARCHIFECT I EhtGiNEER: 9. rd~InF_ 'S COMPANY NAME: }, _ ~~ l l -'~`~ p ~f/ ~~ ' ' ~VYV 23. COM/F~/'N~V NA/M~E: -~ fZ V {`( ' .. ~ r ~ J - CS l7~`"^- ~.'Sl 1.../ t /1 ~-/ ~ 1.~ CAL>~Z- N 16 ME 4 ` . A : . LICENSEE NAME: 2 DDRESS: 10. A 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: ~~ CC ZJ~ ~tG~7u-E, UJ ~~ ®~b'~i u~ fJ`S'L/~ ~ lC_, ~ ~~~23; 18. ADDRESS: -~ ~ r~. .. G--~ ~J ~ ~ t,-,y5 Jilt-~ P 26. ADDRESS: /'_ L~ ~' ~ X`s~D K• ~ A ~ C ~ I1 .7, ^^' z - { '/ ~ / ~ 111. OFFICE. PHONE: t~-~`~~-yS,~v 12. FAX NO.: 19. OFFICE PHONE: o -~y2_~,4,~ 20. FAX NO.: ~c~-~2:-21a5 27. OFFICE PHONE:. ~ -Lys-O~~~ 28. FAX NO.: ~b~-.2~1., j.~5 13. CELL PHONE: 21. CELL PHO E: ~7 ~,7 t' ~L1~' `~ I~ 29. CELL PHONE: C'jCt~,'.~Zg' ~~~T 14. EMAIL ADDRESS: 22. EMAIL!~~RES~s: 30. EMAI ADDRESS: FEE SIMPLE TITLE HOLDER: rIF OTHER TiWN CVW EPI BONDING COMPANY: MOR GAGE LENDER: 31. NAME: 33. NAME: 35. NAME: 32: ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. ~ WARNING TO OWNER: ~t YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NQT-TEE OF COMMENCEMENT. OWNE orA ENT CONTRACTOR ~ ~ Rower f F for ey orA ,ncy Letter Rewired) (Qualifrer Only) Z g V ` ~ ~ ~ ~ " Signed: Date: , a Signed: Date: ~ g Before me this ~ day of c~v»-'- , 2009 in the county of / Before me / day of , 2009 in the county of Duval, State of Florida, has p ers onally appeared Duval, S orida, has personally appeared / ~ herin by himself /herself and affirms that all statements and declarations are herin by himself /herself and affirms that all statements and declarations are true and accurate. N P L S ~~ ~~~~ / true and accurate. `yam ~ ~ ~~r- rC - /" ~'- otary ublic at arge, tate of ,County of , Notary Public at Large, State of ,County of L7(-1 V Personally Known ~- personally Known -° ^ Produced Identification - ^ Produced Identification - Notary Signatur Notary Signature: _ v N~•• I rp q -- '4 ;k, ~ f IVI1 l~'Jlvuvnowi~~~. ^ w ..-. xy,. ~ 4r ~ C~PiEa€S'. September 13, 2011 ~~ ""t.,~ d,~~ / I,on ied TiiYU Notary Public Underwnters BLDG01 Permit Application Bldg: REVISED: 12/18/2D08 °~,~ t fi1Y UUMMIti51UN ~ uu rlsra~ EXPIRES: September 13, 2011 y ~; o F;,.`` Bonded Thru Notary Public Underwriters -~~~ = City of Atlantic Beach ~~ ~ ~: ~~~is Building Department ~ ~ 800 Seminole Road „~ Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 Fax (904) 247-5845 ~~1~' " E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLJCATION NUMBER (To be assigned by the Building Department:) 0~~ 089 Date routed: O APPLICATION REVIEW AND TRACKING FORM Property Address: ~~~ C ~k .O ~r ~~ ~E Applicant: Project: ~!L' tt~ ~ i ~ / 4't ~ ent review re wired Yes No Plannin & Zoning ree r Pu Works Public Utilities Public Safety Fire Services __~. .. .~ Rev ew fee $ ~~~`~~~" e ~ `' x .: Nu~~ !.~ ., .._ Q p Signs#ure i~~ Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of Environmental Protection Florida Dept• of Transportation St. Johns River Wafer Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ^Approved. ^Denied. (Circle one.) BUILDING Comments: S ~ ~ ~ ~ r - /~/ w ~ ~ ~ .J4C • ~~L4~~ f//// V l~ PLANNING & ZONING V ~ROYiG~tiG ~ ~~~ i ~ ~ ~ ~ ev ewed by: _ I~Gk- Date: TREE ADMIN. Second Review: A roved as revised. ^ pp ^Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES ~ PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ^Approved as revised. ^Denied. Comments: Reviewed by: Date: Revased 05!74!09 J ~s~ ,.. ;, _ ~~: ~~ Comp. By: RLC Date: 7/1 /2009 Public Works Department City of Atlantic Beach Permit No: RLC Address: RLC Reauired Storaae Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V =CAR/12 Where: V =Volume of Runoff C =Coefficient of Runoff A =Area of lot in square feet R= 25-yr / 24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 7,489 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 1,793 7,489 1.00 0.24 Pervious 5,696 7,489 0.20 0.15 Runoff Coefficient (C) = 0.39 Runoff Volume V = 0.39 x 7,489 x 9.3 / 12 V = 2,272 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 7,489 ft2 Runoff Coefficient Area Lot Area Description (ftZ) (ft2) "C" Wtd "C" Impervious 3,319 7,489 1.00 0.44 Pervious 4,170 7,489 0.20 0.11 Runoff Coefficient (C) = 0.55 Runoff Volume V = 0.55 x 7,489 x 9.3 / 12 V = 3,219 ft3 Required Storage Volume DV = Postdevelopment Runoff Volume -Predevelopment Runoff Volume DV = 3,219 - 2,272 DV = 946 ft3 Retention Sample Stormwater Calcs_AB-onsite Retention 7/1/2009 151 Club Drive From 2004 Property Record Card -bldg footprint 1561 SF 2004 2008 CITY OF ATLANTIC BEACH - i~,`:-~, 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 ~:~ OFFICE: (904)2475826 ~ FAX NO.:(904)247-5845 fI ;' BUILDING-DEPT~COAB.US -- BUILDING PERMIT APPLICATION 09- E ~n_~,~,~~~ ~~M_~.~ _.w..~__~w.~ DUVAL COUNTY 1. JGD ADDRESS- 2 VAL~ATION'vF'JVORK 3. SC. FT. l!":DER ROOF 4. 1~G.4L DESCRIPTION: 5. CLA55 OF'JvCJRiC 6_ USE OF STRUCTURE: ~' _ LuT J 3LOGK~ ~ SUl3 GI'JVSIOl~ 1~1--.f~ ~ ~ ~`- ~~ ~~~ NEW BUILDING ^ DEMOLITION ^ ADDITION ^ CONVERTING USE PRESIDENTIAL ^ COMMERCIAL 7. DESCRIPTION OF WOP,K. ^ ALTERATION ^ ACCESSORY BLDG. 8. FIRE SPRINKLER. t! ~ ~~~~ `L~ ~ 1 ~,,,~r ~~3 i~- ~~1 ^ REPAIR ^ POOL /SPA ^ YES ^ N!A JI ^ MOVE ^ OTHER NO PRQPERTY ER: CONTRACTOR: ARCHITECT I ENC~NEER: 9. NAME: 15. COMPANY NAME: 7 LT 23. COMPANY NAME: 16. NAME: 24. LICENSEE NAME: 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: CC ~~ ~ lG~ ~ ~-~}`-- O ~b ~ u . L Fl.3Z'~-33 ~~~c'L~-`.~-c ic.. 18 ADDRESS: ~, ~ ~i~y5 5~`+~~ P~'r~. G~ ~ 7 26: ADDRESS ` t~2.~ d~:~.o ~f,- A~ f 11. OFFICE PHONE: Via-{- ~71- ~53t~ 12. FAX NO.: 19. OFFICE PHONE: a -X32--`~ 1~~~ 20. FAX NO.: ~e4- ~ ~~= 215 27. OFFICE PHONE: ~ -L z- 0~~~ 28. FAX NO.: ~d~-.~ ~F/^ 5S 13. CELL PHONE: 21. CELL PHO E: ~0'~-2'~~-2711 29. CELL PHONE: g~~-'728- '3~1~ 14. EMAIL ADDRESS: 22. EMAIL DRES ~ ~M e~~ 1 ~ ~ 30. FMAILADDRESS: ~ s . ~-,~ ~ ~ e. C~ ,~, %~~~~ / -~ FEE SIMPLE TITLE HOLDER: (IF OTHER 7hIFlN OWNER) BONDING COMPANY: MOR GAGE LENDER: 31: NAME. 33. NAME: 35. NAME: 32: ADDRESS: - 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any lime after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. ~ WARNING TO OWNER: -~ YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR N OF COMMENCEMENT. OWNE or A ENT CONTRACTOR Power f'to cy arAg.ne; Later Roqulmi) (Quahner Only) r Z g D ~ ~ ~ - Signed: _ Date: , Si ned: Date: 9 g _ Before me this ~ day of c~irY-'- , 2009 in the county of Before me i ~ _ day of , 2009 in the county of Duval, State of Florida, has p ers onally appeared Duval, S orida, has personally appeared i` /` herin by himself /herself and affirms that all statements and dedaretions are herin by himself /herself and affirms that all s tements and dedarations are true and accurate. _ ~j J f ~ ~' N P bli L S C f ''~"" ~~~ "` true and accurate. `~, 1~~~'- f L7( N t P bli t L St t f ~ t C tate o , ounty o otary u c at arge, ~ ~K`.d Personally Known ~ - o ary u c a arge, a e o , oun y o ~~.: - Personally Known -- ~ ^ Produced Identification - '- ~ ^ Produced Identification - r ~ . Notary Signatur Notary Signature: _ `p ~ ~. 1 ~i Gr-LS7 ~ :'"" ~.~i. I MY (;'._tMMlbOtvn» vu ~, ~- .* ~ ~ -~~~ C~~If~ES: 5©ptembcr 13 2011 I „~' > ~o~ iAd fiBYU Notary Public Underwnters~ .l BLDG01 Pennit Application Bldg: REVISED: 12/18/2008 ~~' ' I~ ~IY CUMMI65IUN iF UU n~/~ ~f ~ EXPIRES: September 13, 2011 ~; o ~;,.~`` ~' Bonded Thru Notary Publb Underwriters -~~~r-,~3 City of Atlantic Beach ~-' ~~ ~.~~ Building Department ,- i 800 Seminole Road .. ~ ; ~~ Atlantic Beach, Florida 3 ~ ,~, Phone (904) 247-5826 ~~0247~5 ~!.~;~~~ E-mail: building-dept@c a ;- City web-site: http://www.coab.us APPLICATION NUMBER (To be assigned by the Building Department:) 0~- 0~9a'~ Date routed: - ~D/~O /~ APPLICATION REVIEW AND TRACKING FORM Property Address: ~~~ C~k ~ ~ ~~ /E C Applicant: ~/ ~ Project: ~YL ~ ~ ~ ~ / m ~ ~ Rev~ew.,fee $_ ent review re wired Yes No Plannin & Zoning ree r Pu Works Public Utilities Public Safety Fire Services Dept Signature ,, _ ._ Other Agency Review or Permit Required Review or Receipt of Permit Verified B to Florda Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS 'PY Reviewing Department First Review: Approved. ^Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed b : D ~' ~ `~ ~ ate: _ TREE ADMIN. Second Review: A roved as revised. ^ pp ^Denied. PUB WO S Comments: PUB IC T I PU SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ^Approved as revised. ^Denied. Comments: ' E copy ~~i.. Reviewed by: Date: Rev6sed osr7a~os ,n ,~ ;, :~ ~ ~ ~~ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 09-00000895 Date 7/08/09 Property Address 151 CLUB DR Application type description SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation 582750 ---------------------------------------------------------------------------- Application desc NEW SINGLE FAMILY HOME ---------------------------------------------------------------------------- Owner Contractor ULRICH CUSTOM HOMES BY BRYAN LENDRY 151 CLUB DRIVE 4745 SUTTON PARK CT #501 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32224 (904) 992-2100 --------------------- Structure Information 000 000 ---------------------- Construction Type TYPE 5-A Occupancy Type RESIDENTIAL Flood Zone ZONE X ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . Permit Fee 1826.00 Plan Check Fee 913.00 Issue Date Valuation 582750 Expiration Date 1/04/10 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05-'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS * A SEPARATE PERMIT MUST BE APPLIED FOR THE INSTALLATION OF A POOL. Ensure meter is 3/4". Please advise if larger meter is desired, and we will calculate fee. Roll off container company must be on City approved list and cannot be placed on City right-of-way. Separate permits required for swimming pool and paver driveways. Roll off container company must be on City approved list and canot be placed on City right-of-way. PEi2AI#T-IS ~1~PPROVEH Oh'~~ fN-A~CE'bRITA7VCE 1~?I'li"fCCL-CITY OF A'TLANTIS' BEACH ORDINA~''CES AND THE F RIDA BuILDINC s.summary Charged Paid Credited ~ue CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Page 2 Application Number 09-00000895 Date 7/08/09 ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1826.00 1826.00 .00 .00 Plan Check Total 913.00 913.00 .00 .00 Grand Total 2739.00 2739.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODE5. REPORT OF GEOTECHNICAL EXPLORATION ULRICH RESIDENCE, 151 CLUB DRIVE ATLANTIC BEACH, FLORIDA E&A PROJECT NO. 0763-0022 Prepared for: Brylen Homes, Ltd. 4745 Sutton Park Court Building 500, Suite 501 Jacksonville, Florida 32224 Prepared by: Ellis & Associates, Inc. 7064 Davis Creek Road Jacksonville, Florida 32256 March 27, 2009 Revised: July 9, 2009 ^ ~ Ells &Assoc~a~es ~~. Environmental ~ Geatechnicai • Materiais Testing integrated Engineering Services March 27, 2009 Revised: July 9, 2009 Brylen Homes, Ltd. 4745 Sutton Park Court Building 500, Suite 501 Jacksonville, Florida 32224 Attention: Mr. Don Lendry Reference: Report of Geotechnical Exploration Ulrich Residence, 151 Club Drive Atlantic Beach, Florida E&A Project No. 0763-0022 Dear Mr. Lendry: Ellis & Associates, Inc. (E&A) has completed a geotechnical exploration for the subject project, as authorized by you on March 2, 2009, which was performed in accordance with our proposal dated February 26, 2009. The exploration was performed to evaluate the general subsurface conditions within the proposed residential structure area, and to provide recommendations for site preparation and foundation support. This report has been revised based on recently provided additional foundation design information. We appreciate this opportunity to be of service as your geotechnical consultant on this phase of the project and look forward to providing the materials testing and observation during the construction phase. If you have any questions, or if we maybe of any further service, please contact us. Very truly yours, ELLIS & ASSOCIATES, INC. John R. Kendall, P.E. Project Engineer Registered, Florida No. 69174 Nick (Nemer) Y. Oweis, P.E. Director of Engineering Services Registered, Florida No. 44755 Distribution: Mr. Don Lendry - Brylen Homes, Ltd. 3 copies Signer :John Raymond Kendall, P.E., Licensed, Fbrida No. 69174 Date :Friday, Juy 10, 2009 18:38:58 Cxeenvddr Mean Time Reason :I am approving this document '~ 7{184 pavis Creek Road Jaaksnnvil'a. F 32256 n: 904-880-0960 #, 904-880-0970 Serving the Southeast since 19~ n C," . ~ ,i~irl~ ;c r villa, Fl and Brunswick, GA eili~as s o c. c am Elt~s ~ Associates ~. Ulrich Residence, 1 SI Club Drive TABLE OF CONTENTS Subject Page No. 1.0 PROJECT INFORMATION ..................................................................................................1 1.1 Site Location and Description ............................................................................................... 1 1.2 Project Description ................................................................................................................ i 2.0 FIELD EXPLORATION ........................................................................................................1 3.0 LABORATORY TESTING ....................................................................................................2 4.0 GENERAL SUBSURFACE CONDITIONS .........................................................................2 4.1 General Soil Profile ............................................................................................................... 2 4.2 Groundwater Level ................................................................................................................ 2 5.0 DESIGN RECOMMENDATIONS ........................................................................................2 S.1 General ..................................................................................................................................2 5.2 Foundation Design Recommendations .................................................................................. 3 6.0 SITE PREPARATION AND EARTHWORK RECOMMENDATIONS .......................... 4 6.1 Clearing and Stripping .......................................................................................................... 4 6.2 Compaction ........................................................................................................................... 5 6.3 Site Backfill and Fill 5oils ..................................................................................................... 5 6.4 Foundation Areas .................................................................................................................. 6 7.0 QUALITY CONTROL TESTING ......................................................................................... 6 8.0 REPORT LIMITATIONS ...................................................................................................... 6 FIGURES Figure 1. Site Location Plan Figure 2. Field Exploration Plan Figure 3. Generalized Subsurface Profiles APPENDICES Appendix A. Soil Boring Logs Field Exploration Procedures Key to Soil Classification Appendix B. Laboratory Data Laboratory Test Procedures 0763-0022-mpk-rev.doc i March 27, 2009; Revised, July 9, 2009 ~ E Ell~a~ Assoc~atesiliC. Ulrich Residence, 1 S1 Club Drive 1.0 PROJECT INFORMATION 1.1 Site Location and Description The site for the subject project is located at 151 Club Drive, east of the intersection of Ocean Boulevard and Club Drive and west of the intersection of Beach Avenue and Club Drive in Atlantic Beach, Florida. The general site location is shown on Figure 1. Based on visual observation during our field exploration, the topography of the site is relatively level. The site was recently cleared and sparsely vegetated with grass. Adjacent properties consist of single and multifamily residential type structures. 1.2 Project Description Project information has been provided to us in our discussions with you and Mr. Jeff Tabb. We have been provided with an electronic copy of a Site Plan for the subject site, prepared by Kevin Gray Design Group, Inc., last dated February 25, 2009. This plan shows the boundary limits for the property, the existing roadways and features adj acent to the site, and the layout of the proposed construction. Based on the provided plan and our discussions, it is our understanding that an approximate 6,138-square foot, three-story residential structure will be constructed at the subject site. We anticipate that the proposed building will consist of CMU or wood frame construction, and a concrete slab-on-grade ground floor. Although detailed information has not been provided, we have assumed the column, wall, and floor loads will not exceed 50 kips, 6 kips per linear foot (klf) and 150 pounds per square foot (psf), respectively. We also understand that the site was previously developed with a residential structure. At the time of our work, this structure had been demolished and removed from the site. Additionally, we understand that the site is located west of the Coastal Construction Control Line. Grading plans were not provided at the time of our evaluation; however, we have assumed that less than 2 feet of compacted structural fill will be added to the site to achieve design grades. If actual building loads or fill heights vary from these conditions, then the recommendations in this report may need to be re-evaluated. Any changes in these conditions should be provided so the need for re-evaluation of our recommendations can be assessed. 2.0 FIELD EXPLORATION A field exploration was performed on March 10, 2009. A partial copy of the plan provided to us shows the approximate boring locations and is included as the Field Exploration Plan, Figure 2. The boring locations were determined in the field by our personnel using taped measurements from the existing roadway and other adjacent site features, and should be considered accurate only to the degree implied by the method of measurement used. To explore the subsurface conditions within the approximate area of the proposed structure, we located and performed 2 Standard Penetration Test (SPT) borings, drilled to a depth of approximately 30 feet below the existing ground surface, in general accordance with the methodology outlined in ASTM D 1586. Split-spoon soil samples recovered from the borings were visually described in the field, and representative portions of the samples were transported to our laboratory for classification and testing. 0763-0022-mpk-rev.doc 1 March 27, 2009; Revised, July 9, 2009 Ellis ~ associates ~. Ulrich Residence, 1 SI Club Drive 3.0 LABORATORY TESTING Representative soil samples obtained during our field exploration were visually classified by a geotechnical engineer using the Unified Soil Classification System (USCS) in general accordance with ASTM D 2488 Key to Soil Classification. Quantitative laboratory testing was performed on selected samples of the soils encountered during the field exploration to better define the composition of the soils and to provide data for correlation to their anticipated strength and compressibility characteristics. The laboratory testing determined the percent fines and natural moisture contents of selected soil samples. The results of the laboratory testing are shown in the Summary of Laboratory Test Results included in Appendix B. Also, these results are shown in the Generalized Subsurface Profiles on Figure 3 and on the Log of Boring records at the respective depths from which the tested samples were recovered. 4.0 GENERAL SUBSURFACE CONDITIONS 4.1 General Soil Profile Graphical presentation of the generalized subsurface conditions is presented on Figure 3. Detailed boring records are included in Appendix A. When reviewing these records, it should be understood that the soil conditions will vary between the boring locations. The borings generally encountered a layer of topsoil and soil containing construction debris (bricks, blocks, and pavers) within the surficial 6 to 8 inches at the boring locations. Below this layer, the encountered soils were fine sands (SP) to the 30-foot termination depth of the borings. Concrete fragments were also encountered at Boring B 1 location between the surficial debris layer and a depth of approximately 2.5 feet. The relative density of the encountered sands was generally very loose to loose in the upper 10 feet, becoming medium dense to very dense below this depth. 4.2 Groundwater Level The groundwater level was encountered at each of the boring locations and measured at the time of drilling at depths of approximately 9.7 to 9.9 feet below the existing ground surface. However, it should be anticipated that the groundwater level will fluctuate due to tidal influences, seasonal climatic variations, surface water runoff patterns, construction operations, storm events, and other interrelated factors. The depth to the groundwater level at each boring location is noted on the Generalized Subsurface Profiles, Figure 3, and on the Log of Boring records. S.0 DESIGN RECOMMENDATIONS S.1 General As previously noted, construction debris in the form of brick and concrete blocks was encountered within the upper 8 inches at Boring B1 location. Additionally, concrete fragments were also encountered between depths between 8 inches and 2.5 feet at this location. This debris is likely from the residential structure that once occupied the site. The relative density of the soils within the upper 10 feet was also encountered in a very loose to loose state. To increase the relative density of the encountered sands and to reduce post construction settlements of the proposed structure, we recommend that the upper 4 feet of soil, below the stripped ground surface, be compacted to achieve a uniform soil density. We recommend that the existing ground surface be stripped and grubbed of all surface vegetation, as well as stripped of all debris-laden soils such as encountered at Boring B 1. The underlying subgrade soils should then be removed to a depth of at least 2 feet below stripped grade, and the excavating bottom surface compacted with appropriate 0763-0022-mpk-rev.doc 2 March 27, 2009; Revised, July 9, 2009 EIIis~Associatesl~. Zurich Residence, 1 SI Club Drive compaction equipment to achieve uniform density to a depth of 2 feet. The excavated soils without construction debris should be placed in compacted lifts.. The excavated soils should be observed for possible buried construction debris during excavation and replacement operations. Further details for compaction and replacement soils are presented in the following sections. Our geotechnical engineering evaluation of the site and subsurface conditions at the property, with respect to the planned construction and assumed loading conditions and fill heights, and our recommendations for site preparation and foundation support, are based on (1) our site observations, (2) the field and laboratory test data obtained, and (3) our understanding of the project information and structural conditions as presented in this report. If the assumed structural conditions and/or fill heights are incorrect, or should the location of the structure be changed, please contact us so that we can review our recommendations. Also, the discovery of any site or subsurface conditions during construction that deviate from the data obtained during this geotechnical exploration should also be reported to us for our evaluation. The recommendations presented in the subsequent sections of this report present design and construction techniques that are appropriate for the planned construction. We recommend that we be provided the opportunity to review the foundation plans and earthwork specifications to verify that our recommendations have been properly interpreted and implemented. 5.2 Foundation Design Recommendations Based on the results of our exploration, we consider the subsurface conditions at the site adaptable for support of the proposed structure when constructed on a properly designed conventional shallow foundation system. Provided the site preparation and earthwork construction recommendations outlined in Section 6.0 of this report are performed, the following parameters may be used for foundation design. 5.2.1 Bearing Pressure The maximum allowable net soil bearing pressure for use in shallow foundation design should not exceed 3,000 psf. Net bearing pressure is defined as the soil bearing pressure at the foundation bearing level in excess of the natural overburden pressure at that level. The foundations should be designed based on the maximum load that could be imposed by all loading conditions. 5.2.2 Foundation Size The minimum widths recommended for any isolated column footings and continuous wall footings are 24 inches and 18 inches, respectively. Even though the maximum allowable soil bearing pressure may not be achieved, these width recommendations should control the size ofthe foundations. 5.2.3 Bearing Depth The exterior foundations should bear at a depth of at least 12 inches below the exterior final grades, and the interior foundations should bear at a depth of at least 12 inches below the finish floor elevation to provide confinement to the bearing level soils. It is recommended that stormwater be diverted away from the building exterior to reduce the possibility of erosion beneath the exterior footings. 5.2.4 Bearing Material The foundations may bear in either the compacted suitable natural soils or compacted structural fill. The bearing level soils, after compaction, should exhibit densities equivalent to 95 percent of 0763-0022-mpk-rev.doc 3 March 27, 2009; Revised, July 9, 2009 Eltis~Associates~. Ulrich Residence, 1 SI Club Drive the modified Proctor Maximum Dry Density (ASTM D 1557), to a depth of at least one foot below the foundation bearing levels. 5.2.5 Settlement Estimates Post-construction settlements of the structure will be influenced by several interrelated factors, such as (1) subsurface stratification and strength/compressibility characteristics; (2) footing size, bearing level, applied loads, and resulting bearing pressures beneath the foundations; and (3) site preparation and earthwork construction techniques used by the contractor. Our settlement estimates for the structure are based on the use of site preparation/earthwork construction techniques as recommended in Section 6.0 of this report. Any deviation from these recommendations could result in an increase in the estimated post-construction settlements ofthe structure. We expect the majority of settlement to occur in an elastic manner and fairly rapidly during construction. Using the recommended maximum bearing pressure, the assumed maximum structural loads and fill heights, and the field and laboratory test data that we have correlated to geotechnical strength and compressibility characteristics of the subsurface soils, we estimate that total settlement of the structure will be on the order of one inch or less. Differential settlements result from differences in applied bearing pressures and variations in the compressibility characteristics of the subsurface soils. Because of the general uniformity of the subsurface conditions and the recommended site preparation and earthwork construction techniques outlined in Section 6.0, we anticipate that differential settlements of the structure should be within tolerable magnitudes. 5.2.6 Floor Slab The floor slab can be constructed as a concrete slab-on-grade, provided unsuitable materials (topsoil or debris from the previously demolished structure) are removed and replaced with compacted structural fill as outlined in Section 6.0. It is recommended that the floor slab bearing soils be covered with an impervious membrane to reduce moisture entry and floor dampness. A E- mil-thick plastic membrane is commonly used for this purpose. Care should be exercised not to tear large sections of the membrane during placement of reinforcing steel and concrete. In addition, we recommend that a minimum separation of 2 feet be maintained between the finished floor levels and the estimated seasonal high groundwater level. 6.0 SITE PREPARATION AND EARTHWORK RECOMMENDATIONS Site preparation as outlined in this section should be performed to provide more uniform foundation bearing conditions, to reduce the potential for post-construction settlements of the planned structure. 6.1 Clearing and Stripping Prior to construction, the location of existing underground utility lines within the construction area should be established. Provisions should then be made to relocate interfering utilities to appropriate locations. It should be noted that, if underground pipes are not properly removed or plugged, they may serve as conduits for subsurface erosion, which may subsequently lead to excessive settlement of overlying structure. The plan area "footprint" of the proposed building, plus a minimum additional margin of 5 feet, should be stripped of all surface vegetation, stumps, debris, organic topsoil, construction debris or 0763-0022-mpk-rev.doc 4 March 27, 2009, Revised, July 9, 2009 t=..t Elliss~ Associates ~. Ulrich Residence, 1 Sl Club Drive other deleterious materials. During grubbing operations, roots with a diameter greater than 0.5- inch, stumps, or small roots in a concentrated state, should be grubbed and completely removed. Based on the results of our field exploration, it should be anticipated that at least 8 to 12 inches of topsoil and construction debris will be encountered across the site; however deeper pockets of construction debris could be encountered at unexplored locations. The actual depths of unsuitable soils and materials should be determined by E&A using visual observation and judgment during earthwork operations. Any topsoils removed from the construction areas can be stockpiled and used subsequently in areas to be grassed. Once the topsoil and construction debris are removed within the building area plus the margin, the existing soil should be removed to a depth of 2 feet below the stripped surface and stockpiled. Any soil containing construction debris, as described in Section 6.4, should beover-excavated and removed from the site. Suitable soils can be used as backfill once the surface compaction operation is complete. 6.2 Compaction After completing the clearing and stripping operations and removal of the surficial 2 feet of soil, the exposed surface area should be compacted with appropriate compaction equipment. We do not recommend that a vibratory roller be used on this site due to the proximity of adjacent structures. The soil should exhibit moisture contents within ~2 percent of the modified Proctor Optimum Moisture Content (ASTM D 1557) during the compaction operations. Compaction should continue until densities of at least 95 percent of the modified Proctor Maximum Dry Density (ASTM D 1557) have been achieved within the upper 2 feet of the compacted natural soils at the site. Should the bearing level soils experience pumping and soil strength loss during the compaction operations, compaction work should be immediately terminated, and (1) the disturbed soils should be removed and backfilled with dry structural fill soils, which are then compacted, or (2) the excess moisture content within the disturbed soils should be allowed to dissipate before recompacting. Care should be exercised to avoid damaging any nearby structures while the compaction operation is underway. Prior to commencing compaction, occupants of adjacent structures should be notified, and the existing conditions of the structures should be documented with photographs and survey (if deemed necessary). Compaction should cease if deemed detrimental to adjacent structures, and E&A should be contacted immediately. 6.3 Site BackfiIl and Fill Soils The backfill soil and any additional fill required for site development should be placed in loose lifts not exceeding 12 inches in thickness and compacted with appropriate compaction equipment. If hand-held compaction equipment is used, then the lift thickness should be reduced to 6 inches. Suitable fill should consist of anon-plastic, granular soil having less than 12 percent material passing the No. 200 mesh sieve and containing less than 4 percent organic material. Any soils containing construction debris should be considered unsuitable for use as backfill if (1) concrete or brick rubble is in a concentrated state, (2) if the concrete or brick rubble is greater than 2 inches in diameter, or (3) the soil contains any debris other than small diameter concrete or brick. It should be noted that soils with more than 12 percent passing the No. 200 sieve will be more difficult to compact, due to their nature to retain soil moisture, and may require drying. Typically, the material should exhibit moisture contents within ~2 percent of the modified Proctor optimum 0763-0022-mpk-rev.doc 5 March 27, 2009; Revised, July 9, 2009 EIIis~Associates~. Ulrich Residence, 1 Sl Club Drive moisture content (ASTM D 1557) during the compaction operations. Compaction should continue until densities of at least 95 percent of the modified Proctor Maximum Dry Density (ASTM D 1557) have been achieved within each lift of the compacted fill. 6.4 Foundation Areas After satisfactory placement and compaction of the required structural fill, the foundation areas may be excavated to the planned bearing levels. The foundation bearing level soils, after compaction, should exhibit densities equivalent to 95 percent of the modified Proctor Maximum Dry Density (ASTM D 1557), to a depth of one foot below the bearing level. For confined areas, such as the footing excavations, any additional compaction operations can probably best be performed by the use of a lightweight vibratory sled or roller having a total weight on the order of 500 to 2,000 pounds. 7.0 QUALITY CONTROL TESTING We recommend that E&A be retained to perform the construction material testing and observations required for this project, to verify that our recommendations have been satisfied. Due to our familiarity with the project, we are the most qualified to address problems that may arise during construction, since we are familiar with the intent of our engineering design. A representative number of field in-place density tests should be made in the upper 2 feet of compacted natural soils, in each lift of compacted backfill and fill, and in the upper 12 inches below the bearing levels in the footing excavations. The density tests are considered necessary to verify that satisfactory compaction operations have been performed. We recommend density testing be performed (1) at 3 locations within the building area, (2) at 25 percent of any isolated column footing locations, (3) and at one location for every 100 linear feet of continuous wall footings. 8.0 REPORT LIMITATIONS Our geotechnical exploration has been performed, our findings obtained, and our recommendations prepared, in accordance with generally accepted geotechnical engineering principles and practices. E&A is not responsible for any independent conclusions, interpretation, opinions, or recommendations made by others based on the data contained in this report. Our scope of services was intended to evaluate the soil conditions within the zone of soil influenced by the foundation system and other proposed construction. Our scope of services does not address geologic conditions, such as sinkholes or soil conditions existing below the depth of the soil borings. This report does not reflect any variations that may occur adj acent to or between soil borings. The discovery of any site or subsurface condition during construction that deviates from the data obtained during this geotechnical exploration should be reported to us for our evaluation. Also, in the event of any change to the assumed structural conditions or the location of the structure, please contact us so that we can review our recommendations. We recommend that we be provided the opportunity to review the foundation plans and earthwork specifications to verify that our recommendations have been properly interpreted and implemented. 0763-0022-mpk-rev.doc 6 March 27, 2009; Revised, July 9, 2009 .~ ~.: Street Atlas USA® 200 EOPS DRB RIBA'LT EST .~.~- F tPS" GAVPGPNR FbT sT~~ N-~-~^iszq d` ~ 1 I~~ G ~ >: / -1 °G g~ ~Rh S^ ~~W~NO GCEPN R TDR''.. ~ Qp9 w '~`~'% wAY SIMW IL RFACNIRV ~ ~ ~~7a NG R (b YORNTO`NN CIR ~W4, 0 ~~ i C~ FORGE CT $qY G T NTgN CT 2 K ERLT ~" p~ ~ U A66131 L11 C 0.~ S I 2~ fi1RIUD~ i^Fl}~-~~v~ ~l ~ ~ ~HO '~/ISC ~IaV?~ TH 9T ~ ~-w µ~Oi S ~I B DR '. 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Environmental ^ Geotechnical ^ Materials Testing Integrated Engineering Services EB: 998 7064 Davis Creek Road Jacksonville, FL 32256 p: 904-880-0960 f: 904-880-0970 email: ellis@ellisassoc.com Serving the Southeast since 1970. Offices: Jacksonville, FL -Brunswick, GA Site Location Plan Ulrich Residence - 151 Club Drive ]~[ Atlantic Beach, Florida Date: 03111/09 Project No.: 0763-0022 Figure 1 I I I I I I Proposed Residence Envelope B1 I I Club Drive LEGEND c K n C Approximate Location of Standard Penetration Test (SPT) Boring Reference: Building envelope depicted based on Site Plan prepared by Kevin Gray Design Group, Inc. Ellis ~ Associates;~~ Environmental ^ Geotechnical ^ Materials Testing integrated Engineering Services EB: 998 7064 Davis Creek Road Jacksonville, FL 32256 p: 904-880-0960 f: 904-860-0970 email: ellls@etllsessoc.com Serving the Southeast since 1970. Offices: Jacksonville, FL -Brunswick, GA Graphical Scale 0' 20' 40' N I I Field Exploration Plan Ulrich Residence - 151 Cfub Drive Atlantic Beach, Florida Date: 03/11/09 Project No.: 0763-0022 Figure 2 APPENDIX A SOIL BORING LOGS FIELD EXPLORATION PROCEDURES KEY TO SOIL CLASSIFICATION Ellis&Associates~. LOG OF BORING Project: Ulrich Residence - 151 Club Drive Client: Brylen Homes Project No.: 0763-0022 BoringNo.: B1 Sheet 1 of 2 Drill Rig: ATV Driller: J. Davis Boring Location: See Field Exploration Plan Drill Rod: AWJ Drill Mud: Surer Gel-X Casing Size: Length of Casing: Groundwater Depth: 9.7 ft Time: Drilline i~arP• 'tit nino u,.,;.,.. ne,...... ~ i, n,nn - - - -- us L ~s~• ~~,v iv7 normg ~:om pletea: :i/lU/U9 v ~ SHEAR STRENGTH F. w ~ z z z W ~ W t- ~ H W (k~ 0 U P ~ f e ~ m r W ~ LL _ ~ DESCRIPTION ~ a W ~ tS Q o oc N a N - ~ F ~ 0 0 c ndi 'stu r b ed S a mple a s p~c~ `m`e e ~ ~0 a ~ d ~ m > Z ~ Z N ~ U ~ N ~s r e ~ Torvane in ~ N O Z U~ U O ,Q ,i a + d ~ Unconfined Compression J m ~ W ~ Z W 0 Q ®Triaxial Compressor d i1 (%~ 0 10 20 30 4 0 Topsoil and Debris (Brick, Blocks, Pavers) g 0 0 1 2 1 LOOSE Light Brown Fine SAND With Concrete 5 Fragments (SP) 3 8 3 2 2 VERY LOOSE to LOOSE Light Gray Fine SAND ;; 2 (SP) 2 4 2 2 3 5 1 2 3 3 3 4 4 6 10 6 5 MEDIUM DENSE Grayish Brown Fine SAND (SP) ;~;;:;;;; 7 7 14 10 6 MEDIUM DENSE to VERY DENSE Brown Fine SAND (SP) 10 6 14 15 ~ 16 30 6 7 20 3 -~ 20 41 61 MEDIiJM DENSE to DENSE Gray Fine SAND With Gravel (Shell Fragments) (SP) 13 8 13 17 30 p5 Remarks a N °o m c~ z o: 0 m 0 0 J EllissAssociates~. LOG OF BORING Project No.: 0763-0022 Boring No.: B 1 Sheet 2 of 2 Project: Ulrich Residence - 151 Club Drive Client: Br~len Homes Drill Rig: ATV Driller: J. Davis Boring Location: See Field Exploration Plan Drill Rod: AWJ Drill Mud: 5u~er Gel-X Casing Size: Length of Casing: Groundwater Depth: 9.7 ft Time: Drilling- Date: 3/10/09 Boring Begun: 3f 10109 Boring Completed: 3!10109 O Z w a N w LL ~ ~ 5 a ~ a Q N ESCRIPTION ~ ~ w N O m W J ~ Z v a ~ (3 a O OC z ~ (> Q W a to > N y~ a N z N U O W Z a ~ ~ Z -~ H~ ~ V N Z ~ ~ ~ ~°, ~ ll + d Q Q (%) 0 10 20 30 40 SHEAR STRENGTH Pocket Penetrometer ~ Undisturbed Sample ~ D~sWeirbe eBsampr~ star ~ Torvane ~ Unconfined Compression ®Triaxial Compression 0 1 2 MEDIUM DENSE to DENSE Gray Fine SAND With Gravel (Shell Fragments) (SP~Continued) 15 9 19 26 45 30 Boring Terminated @ 30 ft. 35 40 45 i i i i i 7 i 50 i s Remarks EIIis~Associates~. LOG OF BORING Project No.: 0763-0022 Boring No.: B2 Sheet 1 of 2 Project: Ulrich Residence - 151 Club Drive Client: Brylen Homes Drill Rig: ATV Driller: J. Davis Boring Location: See Field Exploration Plan Drill Rod: AWJ Drill Mud: Super Gel-X Casing Size: Length of Casing: Groundwater Depth: 9.9 ft Time: Drilling Date: 3f 10/09 Borin>? Beeun: 3110109 Borine Comvleted: 3/10/09 U SHEAR STRENGTH W ? _ Z ? W ~ 2 F" f., Z ~~ O Z W d to W Q J O Q N> N W > J t- W ~ Pocket Penetrometer ~ Undisturbed Sample a LL i- DESCRIPTION ~ ~ lr ~ Q - V N ~ J y g ~ ~ Pocket Penetrometer T ~ S ~ a N ~ Z Z N ~ Q ~ 4 W Q 30 Z V~ U O . .I R + ~ `Unconfined Compression ~ O N J t1L ~ Z Q Q ®Triaxial Compression m d a (°~1 0 10 20 30 40 0 1 2 0 To soil = 2 LOOSE Brown Fine SAND (SP) 3 1 2 5 2 + 2 2 2 VERY LOOSE Brownish Gray Fine SAND With 1 Gravel (Shell Fragments) (SP) 1 2 2 1 LOOSE Light Gray Fine SAND (SP) 2 3 5 2 4 2 1 2 4 3 5 4 3 2 5 3 5 MEDIUM DENSE Brown Fine SAND (SP) 4 10 _ 9 6 13 16 29 15 J 3 6 ~ 7 10 16 26 20 r n u ~ u VERY DENSE to DENSE Gray Fine SAND (SP) 0 18 g 32 ? 35 67 ~ 25 n i :~ Remarks J EIIis~Associates~. LOG OF BORING Project No.: 0763-0022 Boring No.: B2 Sheet 2 of 2 Project: Ulrich Residence - 151 Club Drive Client: Bar len Homes Drill Rig: ATV Driller: J. Davis Boring Location: See Field Exploration Plan Drill Rod: AWJ Drill Mud: Suer Gel-X Casing Size: Length of Casing: Groundwater Depth: 9.9 ft Time: Drilling Date: 3/10/09 Boring Begun: 3/10109 Boring Completed: 3/10109 O Z W a N W W LL ~ G 2 W a ~ a Q N ESCRIPTION Z v7 W N O m W J ~ Z Z Q J ('3 O l]C z~ V~ W a Z W N> N W a N Z N ~W.10 W Z a .'~ J U vQ~ Q Q 0 ~ > F- N i, g ~ {% 10 2 1- f Z W ~ Z J v ~ - d O ) 0 30 4 0 ~ ~ ~ ~ ® 0 SHEAR S ~~ Pocket Pen Undisturbe D~ e~ rorvane Unconfined Triaxial Co 1 TRENGTH ~ etrometer d Sample pme ter Compression mpression 2 5 VERY DENSE to DENSE Gray Fine SAND (SP) (Continued) 15 9 16 24 40 30 Boring Terminated C 30 ft. 35 40 i 45 i 7 i i 7 i 50 i ~ Remarks J EIIIS~iASSOC18tOS~. FIELD EXPLORATION PROCEDURES Standard Penetration Test (SPTI Borings The Standard Penetration Test (SPT) borings were made in general accordance with the latest revision of ASTM D 1586, "Penetration Test and.Split-Barrel Sampling of Soils". The borings were advanced by rotary (or "wash-n-chop") drilling techniques. At 2 '/z to 5 foot intervals, asplit-barrel sampler inserted to the borehole bottom and driven 18 inches into the soil using a 140 pound hammer falling on the average 30 inches per hammer blow. The number of hammer blows for the final 12 inches of penetration is termed the "penetration resistance, blow count, or N-value". This value is an index to several in-place geotechnical properties of the material tested, such as relative density and Young's Modulus. After driving the sampler 18 inches (or less if in hard rock-like material), the sampler was retrieved from the borehole and representative samples of the material within the split-barrel were containerized and sealed. After completing the drilling operations, the samples for each boring were transported to our laboratory where they were examined by our engineer in order to verify the driller's field classification. The retrieved samples will be kept in our facility for a period of six (6) months unless directed otherwise. Q EH~s&A~ssoc~ates~. KEY TO SOIL CLASSIFICATION Description of Compactness or Consistency in Relation To Standard Penetration Resistance COARSE GRAINED SOILS (Sands and Gravels) N-Value Compactness 0 - 3 Very Loose 4 - 10 Loose 11 - 30 Medium Dense 31 - 50 Dense 51 and Greater Very Dense FINE GRAINED SOILS (Silts and Clays) N-Value Consistent 0 - 1 Ve Soft 2 - 4 Soft 5 - 8 Firm 9 -15 Stiff 16 - 30 Ve Stiff 31 and Greater Hard DESCRIPTION OF SOIL COMPOSITION""` (Unified Soil Classification System) Grou LABORATORY CLASSIFICATION CRITERIA MAJOR DIVISION p Symbol FINER THAN SUPPLEMENTARY SOIL DESCRIPTION 200 SIEVE °~ REQUIREMENTS GW <5* z Dso/D~o greater than 4 x D ) between 1 & 3 / (D D Well graded gravels, sandy gravels Gravelly soils uo ao so (over half of GP <5* Not meeting above gradation Gap graded or uniform gravels, sandy coarse fraction th l for GW gravels Coarse arger an grained No. 4) GM >12* PI less than 4 or below A-line Silty gravels, silty sandy gravels (over 50% wei ht b GC >12* PI over 7 above A-line Clayey gravels, clayey sandy gravels g y coarser n N th SW <5* z DsdD~o greater than 6 ) between 1 & 3 D x D / (D Well graded sands, gravelly sands a o. uo ao eo 200 sieve) Sandy soils (over half of coarse Sp <5* Not meeting above gradation Gap graded or uniform sands, gravelly fraction finer than requirements sands No. 4) SM >12* PI less than 4 or belowA-line Silty sands, silty gravelly sands SC >12* PI over 7 and above A-line Clayey sands, clayey gravelly sands Silts, very fine sands, silty or clayey fine Low ML Plasticity chart sands, micaceous silts Fine compressibility (liquid limit less CL Plasticity chart Low plasticity clays, sandy or silty clays grained than 50) (over 50% wei b ht OL Plasticity chart, organic odor or color Organic silts and clays of low plasticity y g finer than High MH Plasticity chart Micaceous silts, diatomaceous silts, No. 200 ressibilit com volcanic ash sieve) y p (liquid limit more CH Plasticity chart Highly plastic clays and sandy clays than 50) OH Plasticity chart, organic odor or color Organic silts and clays of high plasticity Soils with fibrous organic matter PT Fibrous organic matter; wilt char, burn or glow Peat, sandy pests, and clayey peat * For soils having 5 to 12 percent passing the No. 200 sieve, use a dual symbol such as SP-SM. ** Standard Classification of Soils for Engineering Purposes (ASTM D 2487) SAND/GRAVEL DESCRIPTION MODIFIERS Modifier SandlGravel Content Trace <15% With 15°lo to 29% Sandy/Gravelly >29% ORGANIC MATERIAL MODIFIERS Modifier Or snit Content Trace 1 % to 2% Few 2% to 4% Some 4°lo to 8°Jo Man >8% SILT/CLAY DESCRIPTION MODIFIERS Modifier SilUCla Content Trace <5% With 5% to12% Silt /Cla a 13% to 35% Ve >35% Etfis ~ Associates ~. SUMMARY OF LABORATORY TEST RESULTS Project: Ulrich Residence, 151 Club Drive Client: Brylen Homes, Ltd. Project No.: 0763-0022 Natural A tterberg Li mits Boring/ Sample No. Sample Depth (ft.) Organic Content % Fines Content % Moisture Content % Liquid Limit % Plastic Limit % Plasticity Index Pocket Pen. (tst) B 1 /7 18.5-20 3 26 B2/1 0.5-2 2 4 ~.1 Fll~si~sociates~. LABORATORY TEST PROCEDURES Percent Fines Content The percent fines or material passing the No. 200 mesh sieve of the sample tested was determined in general accordance with the latest revision of ASTM D 1140. The percent fines are the soil particles in the silt and clay size range. Natural Moisture Content The water content of the sample tests was determined in general accordance with the latest revision of ASTM D 2216. The water content is defined as the ratio of "pore" or "free" water in a given mass of material to the mass of solid material particles. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 09-00000895 Date 9/29/09 Property Address 151 CLUB DR Application type description SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation 582750 ---------------------------------------------------------------------------- Application desc NEW SINGLE FAMILY HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ULRICH CUSTOM HOMES BY BRYAN LENDRY 151 CLUB DRIVE 4745 SUTTON PARK CT #501 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32224 (904) 992-2100 --------------------- Structure Information 000 000 ---------------------- Construction Type TYPE 5-A Occupancy Type RESIDENTIAL Flood Zone ZONE X ---------------------------------------------------------------------------- Permit MECHANICAL HVAC PERMIT Additional desc . Sub Contractor HWK MECHANICAL INC Permit Fee 100.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 3/28/10 ---------------------------------------------------------------------------- Special Notes and Comments re inspection fee due prior to c.o. *2007 FLORIDA BUILDING CODE W/'05-'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS * A SEPARATE PERMIT MUST BE APPLIED FOR THE INSTALLATION OF A POOL. Ensure meter is 3/4". Please advise if larger meter is desired, and we will calculate fee. Roll off container company must be on City approved list and cannot be placed on City right-of-way. Separate permits required for swimming pool and paver driveways. PERMIT IS ~XI~PROVE1~dNL~~'A~'~'~AN~~~,L~~YtO~~I'L~~TI~~~~CFP~X~ A~~IE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Page 2 Application Number 09-00000895 --- Date 9/29/09 ----------------- ----------------------- Special Notes and ----------- Comments -------------- -------- and canot be plac ed on City right-of-way. - ----------------------- Fee summary ----------------- ----------- Charged ---------- -------------- Paid ---------- ----------- Credited ---------- ---------------- Due ---------- Permit Fee Total 100.00 100.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 100.00 100.00 .00 .00 City of fltlantic leach REPRINT +~~ CUSTOMER RECEIPT ~+~ Doer: $ASFILEY Tvoe: DC Drawer: i Date: 9/29/09 ~b8 Receipt no: 83+D07 Desrric~tiun [tuantity Arount X009 895 BP BUItD1N6 PERMITS 1. d0 #100.00 Tender detail Ct: CREDIT CAkD #1~•~ Total tendered #ltl0•N0 Total oavrent #100.ON Trans date: 9/29/09 tire: 10:i~4:43 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 09/22/2009 08:44 9048796996 HW4C MECHANICAL CffY 01~ ATLANTIC BEACH .~"qb !00 SEMINOLE ROAD. AT,ANr1(, BFJ~. F133233 QFfIC,r:: (B04)247SB7e ~ FA7(N0=(W4)2476M,i' alNL0lNfrl7EPfACOA0.UG `-~'. ~ MECHANICAL PERMIT' APPLICATION PAGE 02/02 09-;.. -~......~.... ~ ...~ . •..1 ~WAL COUNTY .;;y,„ .x. `r",~'. ~t:Fl.:; .:r" f. t, Y' :c~,,:t ..O:a~~Ya:•:g:~y.~. a / ,~! ~~~ ~~ ONO ~~.. %J,~C~ ~ ~ ~/ ~~ ,.~• ',-Ay;,,^.. -r.tr ;.>~'sa°.::,:; :+~.. '}~ f.,- Ye".::a:d'~- %;:x-+.r.f 'r` ~ a+.t~i= ..r ' *_a~. .CC: ~. ~r. P;'F :.i" ••' ~'" .. AODRE33FDIFFEttE1'f~FfiO1+JOBAGORE3S: E.PFIONE: 4 ~~~`7~ ,•I• '3 ~~' y:~~. .e:#xc},` :'.:', ~ ;~,+'i±::w'~ ..~•'~C '•'fi~~~ +. ' r5:. <a,+.'p, h. Z.NAMt? OFCO~PArow. a ~~~ .qrJ~ ~1.~,~,~ ~G 9 ~~~1 ~D ~ 10, CEII PNOr1E' ~ ~ ~ 11. F ~ •' r ~~~ ~~~ 12.EMAILAODRE88: >e. ~ ~ ~ r ~~ / 4. Appli~atior) is hereby roods to obtain a pwmR to do the work and -insmNaAior-s as tr-dlcebd. I oertily ttwt all welt wt7 he O~+T+ad to meal the standards of al IaMrs regve6rlg oemtruagon in this jraiedidion. This penrit tteoort-ee dull end void if woAt is not aorrrrlenoad witllln epr (6) morafls, or d corlstrur~ion or work is susperWed or abarWoneo for a period of sbc (~ months at any time a1lar oorrlrrlerloed. ART. 1. !~ t71/.~~ CONTRI~C7'OR8 8~7URE: ^ ` „.. _ ~/LL.t}-TIOW NEW S) IAL D"07 FLORIDA BUILDI q REPLACEMENT OF EXiST1NG SYSTEM O F~(1STING fl COMMERCIAL MECHANICJU. p ALTEIiATtON / AaDITION TO EX1.9T SYSTEM O REPAIR Q OT1iER ry - , D FLOOR BURNERSr p SPACE ^ RECESSED CENTRAL !9. Ht.AT: 70. AIR COItDIT10NING: D ROOM [~ENTR4L ~1. DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: rfiTl 2t RI-'1'ION• MAX CAPACITY: dm 2S. COOLING TOWER: CAPACITY: gpm Z4. IFIRE $taitlpNCI.ER: NUMBER OF HEADS: Mi. LMT $Y8T>E:M: ELEVATOR: MANLIFT: ESCALATOR: AUTOIlFT: 26. Cta1NMERCIAL Ht70D NUMBER: ?l. FIREPIJICE: PREFABRICATED: MASONRY: 28. IRWGATION• D PUMP DWELL ^ PIPING 29.13113 PIPIPKi: • of ouTiETS: d GAS AHU: D GAS WATt:R HFJITER: 30. OTHEK - SPECIFX: SOLAR HEATMiO. BOILERS. UNRRED PiteSSuRE VESSEL HEAT EX0r1ArIGER OR 000. UI DUC19 ETC. VALUE FOR OiNER ITEMS: •,- a[r, ~ :a;" ; hs,• ~ _ A„,~,.^ :i ' y d '"~ .x I NG NU R APPROV OF UNITS DESCRIP110N MODF~. f MANUFACTURER TONS AGENCY 3 Go ta~,~3~x.- 0 N~ /. ~ ~ ITS OESCRIPIION MODELlR MANUF A CT URER BT U N ~ ~ { ~ l /"c.r y ~~ /w" /~ H L- NUMBER OAllONB MANUFACTURER SERIAL a .~ ~pC W Pa/f-~II App~eNOn MOCK HENSED 1711~J008 09/22/2009 08:44 9048796996 M~1K I~CHANICAL PAGE 01/02 NWT M~~I~~NI~A~. INS. BE~NtV~ M~1~TIN+C & AiR RESIUENTInIJGC)MMERCIAL AIR CONDITIONING " FIEA~I~ING ' RUIIOING AUTOMATION State Certified Merha~iical CMC 1249700 A5492 Dixie Niue. -- (~allahan, Florida 32011 Phone (904) 879-3501 * Beaci~s ~BAQ) 2~t1-8330 " Fay (904) 8T9~6898 i)ATL: ~ ~~~ / I'AGk:S: ~'O: . /`~~~Z./j~7- y~ % C1Z.C11~1: ~'rl/~f ~C,~.G.~7-..~'~/'-~ y FAX: ~~,~-~ ~~.~ l.'AX: (904) 879-6996 I~kit)N~: 1'kiUNE: (904) $79-350) Ct. ~~-t h91?N'T~ HP Officejet 7410 Personal PrinterlFax/Copier/Scanner Log for information SystemsC{TY O 904-247-5845 Sep 29 2009 10:25AM Last Transaction Date Time Type Sep 29 10:24AM Fax Sent Identification 919048796996 Duration Pages Result 0:44 2 OK '° 5E ~~L~ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 09-00000895 Date 9/24/09 Property Address 151 CLUB DR Application type description SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation 582750 ---------------------------------------------------------------------------- Application desc NEW SINGLE FAMILY HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ULRICH CUSTOM HOMES BY BRYAN LENDRY 151 CLUB DRIVE 4745 SUTTON PARK CT #501 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32224 (904) 992-2100 --------------------- Structure Information 000 000 ---------------------- Construction Type TYPE 5-A Occupancy Type RESIDENTIAL Flood Zone ZONE X ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc ELECTRIC NEW HOME 300 AMP Sub Contractor STEWART ELECTRICAL Permit Fee 125.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 3/23/10 ---------------------------------------------------------------------------- Special Notes and Comments re inspection fee due prior to c.o. *2007 FLORIDA BUILDING CODE W/'05-'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS * A SEPARATE PERMIT MUST BE APPLIED FOR THE INSTALLATION OF A POOL. Ensure meter is 3/4". Please advise if larger meter is desired, and we will calculate fee. Roll off container company must be on City approved list and cannot be placed on City right-of-way. Separate permits required for swimming pool and paver driveways. - PERMIT IS'A~PI~O~~ ~N~iN" [~~,~~I~Ai~~~~~LL~I~l~ O~,~T~TIFc~E~CI$1C~1~~5 ~NI~~-IE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Page 2 Application Number 09-00000895 Date 9/24/09 ---------------------------------------------------------------------------- Special Notes and Comments and canot be placed on City right-of-way. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total 125.00 125.00 .00 .00 .00 .00 .00 .00 125.00 125.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND TAE FLORIDA BUILDING CODES. Jf CITY OF ATLANTIC BEACH '' yyti 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 `^ ' I OFFICE: (904)247-5826 ~ FAX NO.:(904)247-5845 ~J euILOING-DEPT~coAB.us `~"%~~r' ELECTRICAL PERMIT APPLICATION 09- I I 1 1 1 DUVALCOUNTY 'A , 1, A 3. DATE jj ~ j,~,~~~~r .~r~s 3 ~ J I ~ ~ ~ 1~~'. ." 11 {,1([r N L~,~'~J l l.. 3G~~.~ ^ Y S PERMIT #: rt ~ I I ~ ,1~~ 4. NAME: 5. ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6. PHONE: EL ECTRICAL C TRAG 7. NAME OF COMPANY: sr ~ ~, c 1v 8. ADDRESS.: ~ ~~ u5 ~t I N. ~ i v 9. STATE OF FLORIDA LICENSE N0: LG O~Il2 ~ 1 CELL PHONE: ~oy - 2c'~'~-(3C3~ 1 . FAX NO.: _~Cy~-~3d 12. EMAyyI,L~ RE S: 'tYQIVIC ~ ~ ~.~~ 13. OFFICE PHONE: {~ g ~ ~3Q~ 14. 15. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work wi11 lie pertortned to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (ti) months at any time after work is commenced. CONTRACTORS SIGNATURE: 1t3. ChJ1S$ QF tlYf)RK: 17`. BBRIACE: 18. METER NUMBER: ^ MULTI FAMILY - # OF UNITS: li~INGLE FAMILY ^ TEMP SERVICE SIDENTIAL ^ COMMERCIAL ^ ADDITION ^ TRAILOR 4f:BUM.DNIti: 1f. CURRLNTCODE: ^ ALTERATION ^ SIGN ^ REPAIR ^ POOL /SPA O OLD W ^ REWIRE ^ '48 NATIONAL ELECTRICAL CODE ^ OTHER: LIS T ALL ELECTRN."At YVENtIC: 20. TYPE OF SERVICE: ~ OVERHEAD O UNDERGROUND UNDERGROUND UP POLE 21. NEW SERVICE: CONDUCTORS PER PHASE: DO Qi' ^ POWER IS ON POWER IS OFF 22. SIZE OF CONDUCTOR: AMPACITY ^COPPER ALUM{NUM 23. SWITCH OR BREAKER SIZE: AMPS: . PH: _~_ W: ~~' VOLT. '~ ~ '~ RACEWAY SIZE: 2 24. EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25. FEEDERS: # OF AMPS: # OF AMPS: # OF AMPS: 26. LIGHTING FIXTURES: INCANDESCENT: ~ FLUORESCENT & M.V.: ll7 27. FIXED APPLIANCES: 0-30 AMPS: <~. 31-100 AMPS: ~_ OVER 100 AMPS: 28. FIRE ALARM: ^ YES ^ NO 2831 DO NOT APPLY TO NEW SINGLE FAMILY, MULTI-FAMILY AND ROOM ADDITIONS 29. SMOKE DETECTORS; NUMBER: 30. RECEPTACLES: 0-30 AMPS: (Z~ 31-100 AMPS: OVER 100 AMPS: 31. SWITCHES: 0-30 AMPS: ~? 31-100 AMPS: OVER 100 AMPS: .AgtC # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: ss:MDTOIes: NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: 34. F UNDER 600V: NUMBER: KVA: OVER 600V: NUMBER: KVA: 38. LANEOUS ttEPABt DESCRIBE IN DETAIL: BLDG02 Permit Application Elec :REVISED: 0720!2009 .~ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 09-00000895 Date 8/11/09 Property Address 151 CLUB DR Application type description SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation 582750 ---------------------------------------------------------------------------- Application desc NEW SINGLE FAMILY HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ULRICH CUSTOM HOMES BY BRYAN LENDRY 151 CLUB DRIVE 4745 SUTTON PARK CT #501 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32224 (904) 992-2100 --------------------- Structure Information 000 000 ---------------------- Construction Type TYPE 5-A Occupancy Type RESIDENTIAL Flood Zone ZONE X ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc TEMP POLE Permit Fee 70.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 2/07/10 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05-'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS * A SEPARATE PERMIT MUST BE APPLIED FOR THE INSTALLATION OF A POOL. Ensure meter is 3/4". Please advise if larger meter is desired, and we will calculate fee. Roll off container company must be on City approved list and cannot be placed on City right-of-way. Separate permits required for swimming pool and paver driveways. Roll off container company must be on City approved list and canot be placed on City right-of-way. PERMIT~$ APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF A'~LAlt'1`I~~~AC'IC ORISIIQA"NCES"AN7~TIiI-FLORIDA- - - - - - - BUILDIN6'~E~Ummary Charged Paid Credited Due CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number ----------------- Permit Fee Total Plan Check Total Grand Total 70.00 .00 70.00 09-00000895 70.00 .00 70.00 .00 .00 .00 Page 2 Date 8/11/09 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ,:s v`i?r-,.. CITY OF ATLANTIC BEACH ~~ *`~~ ~ 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 .. OFFICE: (904)2475626 ~ FAX NO.:(904)247-5845 {'~ BUILDING-0EPT~COAB.US `~'-~ -try ELECTRICAL PERMIT APPLICATION 09- I I I I I rn lvnl r^nl wrv i, -- ------.. , a. r~AT F fir' ~ ~ 1 c,(.'Q ~.J~ ~/~, // j ^ YES PERMIT #: ~ 1 ~ l1 l ~ S( `r ! U 9 4. NAME: 5. ADDRESS IF DIFFERENT FROM JOB ADDRESS: 8. PHONE: t! 7. NAME OF COMPANY ~, . r't`' ° cQ ~ ~on J~rac'~l 8. ADDRESS.: l~9~Ip LQS ' l' l ~ S~~ ~~ , ~~ :3 21.~~ 9. STgTE OF FLORIDA LICEN ENO: 1 CELL PHONE: ~ ~ ~ ~ 11. FN tNO.~j ~ / G~r~ X12. EMAIL AD SS: rr~AN ~ - 13. OFFICE P E' 04 ~f~F - b3~' 14. 15. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating censtruction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. CONTRACTORS SIGNATURE: i8. CLJASS Af WORK: i1'. $EltVtrE 18, METEtt ^ MULTI FAMILY - # OF UNITS: ^ SINGLE FAMILY ^ TEMP SERVICE ^ RESIDENTIAL ^ COMMERCIAL ^ ADDITION ^ TRAILOR itit3UtLDIMG: 19:OURRENTCODE: ^ ALTERATION ^ SIGN ^ REPAIR ^ POOL /SPA ^ OLD ^ NEW ^ REWIRE ^ '08 NATIONAL ELECTRICAL CODE ^ OTHER: LIST ALL ELECTRICAL WORK: 20. TYPE OF SERVICE: OVERHEAD ^ UNDERGROUND ^ UNDERGROUND UP POLE 21. NEW SERVICE: CONDUCTORS PER PHASE: ^ POWER IS ON ^ POWER IS OFF 22. SIZE OF CONDUCTOR: AMPACITY: ^COPPER ^ ALUMINUM 23. SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24. EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25. FEEDERS: # OF AMPS: # OF AMPS: # OF AMPS: 26. L{GHTING FIXTURES: INCANDESCENT: FLUORESCENT 8~ M.V.: 27. FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28. FIRE ALARM: ^ YES ^ NO 2831 DO NOT APPLY TO NEW SINGLE FAMILY, MULTI-FAMILY AND ROOM ADDITIONS 29. SMOKE DETECTORS: NUMBER: 30. RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31. SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 9Y:' AN~t # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: 33. M0 NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: UNDER 600V: NUMBER: KVA: OVER 600V: NUMBER: KVA: ss . DESCRIBE IN DETAIL: BLDG02 Permit Appllcetion Elec : REYtSED: 07/20!2009 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 09-00000895 Date 7/21/09 Property Address 151 CLUB DR Application type description SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation 582750 ---------------------------------------------------------------------------- Application desc NEW SINGLE FAMILY HOME Owner Contractor ------------------------ ------------------------ ULRICH CUSTOM HOMES BY BRYAN LENDRY 151 CLUB DRIVE 4745 SUTTON PARK CT #501 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32224 (904) 992-2100 --------------------- Structure Information 000 000 ---------------------- Construction Type TYPE 5-A Occupancy Type RESIDENTIAL Flood Zone ZONE X ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . Permit Fee 259.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 1/17/10 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05-'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS * A SEPARATE PERMIT MUST BE APPLIED FOR THE INSTALLATION OF A POOL. Ensure meter is 3/4". Please advise if larger meter is desired, and we will calculate fee. Roll off container company must be on City approved list and cannot be placed on City right-of-way. Separate permits required for swimming pool and paver driveways. Roll off container company must be on City approved list and canot be placed on City right-of-way. PERMIT 1 APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIS B~ACIfC~7i~INANCES-AT1D~i7CE~FLdRIDA - - - - - - - BUILDINt~C~lE~ummary Charged Paid Credited Due CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Page 2 Application Number 09-00000895 Date 7/21/09 ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 259.00 259.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 259.00 259.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. FROM FAX Nt7. :9048238736 Jul. 17 2009 12:34PM P1 CITY OF ATLANTIC BEACH ' PLUMBING PERMIT APPLICAT~4N . ' ~ Date: ' ~' 1 S ~ .~- ~ G Property A.ddress• „~J~" ( c.~~ w~' ~~ ~ ~ . Owner: ~ ~ I~j Tetepltoae #: ~ . Contractor:.~,Q ~ ~,14„Li'1 b~/(~..LS~t!~ G Tete~hoae !~: ~~~d"u Contractor Address: (~ 1 `Fax #:.~,~._t~'?3EA 1n ca+siderotim permit van 5or doin` the w as in a above atOtanent, we hereby area W perlbem said work is acx~ordanoa with tht otachal plan: eaud spaifieetions which are s part hereof and in aa~ardance with the tiry~of•Atlantie Beach ordintmce and standard: of good practice listed theroio. InaG-lh+tion oP plumbing and 8xtttres moat be in a~xordanac with the moat resent edition of the Southern Standard Plumbing Code. ~ . Plumbiag Type: ~ ~ ~ If other consErudion is baing'done on thin building or site, ~~, ~ ~ lint the bnildin it number: ~^ D' Re-Pipe . - ~ ~ ~~ nt~t~ ~Qa Number ntFirtures: ~ ~~ ~ . Bath Tubs ~ ~ ~.,7 ~ Showers ' .~ ~_ Closets ~. ~ ~ Shower Pans I . Dishwashers ~ ~_ Sinks . _^___~ Disposals ~ Urinals .~ Floor Drains ~ _ ~ 'Washing Machine ~; Lavatory ~ ` Water ' _„_~" Sewer ~ ~ . ~ o~~ Water Heaters ~ . Fear; Permit Issuing Fee: 535.00 ~ ~ ~ ~ ~ ~. Total )Erixturea: ~ ~' X 57.00 ± 5.35.00 ~ ,~~~ ~ D~ 000 9arrtlttols Road . A antic Bwch, Florida 3 33-5445 Phone:~ (~4) 2.47-5600. Fax: (904- 24y-5845. http:Nwww.cl.atiantlabaatch.fl.us . -~-~ ~lr CITY OF ATLANTIC BEACH J` n ~, ~13' PLUMBING PERMIT APPLICATION 1 !' _ r) Date: ~, -~ 1 ~ - ~ G Property Address: { 5 ( ~ ~ Lc. J ~`' Owner: ~ ~ r 1 Ch Telephone #: Contractor: ~ ,~(~/1 ~ ~U(~ ~.Cj ~n L Telephone #: ~Co ~' u ~~ Contractor Address: ~ ~ ~U 'Fax #: ~~ ~~~~0 In consideration of permit given for doing the work as described in a above statement, we hereby agree. to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: ~ If other construction is being done on this building or site, New ^ R Pi list the buildin p mit number: ~ ~~ ~~'()~ g~S pe e- Number of Fixtures: h T B b ~ h at u s owers S ~, Closets [ Shower Pans Dishwashers ~_ Sinks Disposals Urinals ~ Floor Drains Washing Machine ~_ Lavatory ~ Water ~ ~ Sewer ~ Water Heaters i Other ~~~1 ~j I, Fees I Permit Issuing Fee: $35.00 Total Fixtures: ~ 2-' X $7.00 + $35.00 = ~~~~ ~~ 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800.• Fax: (904) 247-5845 • http://www.ci.attantic-beach.fl.us U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A -PROPERTY INFORMATION ForJnsurance,Company Use: A1. Building Owner's Name HENRY G. ULRICH III 8 MARY ULRICH Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIL Number 151 CLUB DRIVE, City ATLANTIC BEACH State FL ZIP Code 32233 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) PT HOTEL RESERVATION RECD O/R 14796-2300(EX PT RECD O/R 12675-1472, RE. # 170246-0000 A4. Building Use (e.g., Residential, Non-Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 30°20'00" Long. 81°23'49" Horizontal Datum: ^NAD 1927 ®NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 B A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) NA sq ft a) Square footage of attached garage 490 sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade NA within 1.0 foot above adjacent grade NA c) Total net area of flood openings in AB.b NA sq in c) Total net area of flood openings in A9.b NA sq in d) Engineered flood openings? ^ Yes ®No d) Engineered flood openings? ^ Yes ®No SECTION B -FLOOD INSURANCE RATE MAP fFIRMI INFORMATION B1. NFIP Community Name & Community Number 62. County Name 63. State ATLANTIC BEACH/120075 DUVAL COUNTY FL B4. MaplPanel Number 85. Suffix 66. FIRM Index B7. FIRM Panel 68. Flood B9. Base Flood Elevation(s) (Zone 120075/0001 D Date Effective/Revised Date Zone(s) AO, use base flood depth) 4-17-1989 4-17-1989 "X" - rsi u. indicate the source of the Base Flood Elevation (BEE) data or base flood depth entered in Item ~9. / y `~ ~,- / `~~ 1, ^ FIS Profile ®FIRM ^ Community Determined ^ Other (Describe) ~/ ~(/ 611. Indicate elevation datum used for BFE in Item B9: ®NGVD 1929 ^ NAVD 1988 ^ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ^ Yes ^ No Designation Date ^CBRS ^ OPA SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ^ Construction Drawings* ^ Building Under Construction* ®Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al-A30, AE, AH, A (with BEE), VE, V1-V30, V (with BEE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BEE. Benchmark Utilized Vertical Datum Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 16.24 ®feet ^ meters (Puerto Rico only) b) Top of the next higher floor 26.66 ®feet ^ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member N Zones only} N.A ^ feet ^ meters (Puerto Rico only) d) Attached garage (top of slab) 15.68 ®feet ^ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 16.20 ®feet ^ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 15.40 ®feet ^ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 15.60 ®feet ^ meters (Puerto Rico only) h) lowest adjacent grade at lowest elevation of deck or stairs, including N.A ^ feet ^ meters (Puerto Rico only) structural support SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certifyate represents my best efforts to interpret the data available. 1 understand that any false statement maybe punishable by fine or imprisonment under 18 U. S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ®Yes ^ No Certifier's Name JAMES D. HARRISON, JR./ MICHAEL A. GARRETT License Number 2647/ 6643 Title REGISTERED LAND SURVEYORS Company Name ALL AMERICAN SURVEYORS OF FLORIDA, INC. Address 6820 SOUTHPOINT PARKVVAY#4 ity JACKSONVILLE State FL ZIP Code 32216 Signature Date 02-11-2010 Telephone 904-279-0088 FEMA Form 81-31, ar 09 See reverse side for continuation. rf+ a~ ~` ~d Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Forlnsuranoe"Company User Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 'Policy Number 151 CLUB DRIVE City ATLANTIC BEACH State FL ZIP Code 32233 Company NAIC Number SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments BENCHMARK USED: NAIL & DISK AT NORTHERLY END OF PARKING LOT AT 6820 SOUTHPOINT PARKWAY, STE 4, ELEVATION (22.54). ELEVATIO,rIS SHOWN HEREON REFER TO NGVD OF 1929. Signature Date ^ Check here if attachments SECTION E -BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. 1n Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (I.AG). a) Top of bottom floor (including basement, crawfspace, or enclosure) is ^ feet ^ meters ^ above or ^ below the HAG. b) Top of bottom floor (including basement, crawfspace, or enclosure) is ^ feet ^ meters ^ above or ^ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ^ feet ^ meters ^ above or ^ below the HAG. E3. Attached garage (top of stab} is ^ feet ^ meters ^ above or ^ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ^ feet ^ meters ^ above or ^ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ^ Yes ^ No ^ Unknown. The local official must certify this information in Section G. SECTION F -PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued orcommunity-issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E am correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ^ Check here if attachments SECTION G -COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items GS and G9. G1. ^ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ^ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community-issued BFE) or Zone AO. G3. ^ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ^ New Construction ^ Substantial Improvement G8. Elevation of as-built lowest floor (including basement) of the building: ^ feet ^ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ^ feet ^ meters (PR) Datum G10. Community's design flood elevation ^ feet ^ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ^ Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. Building Street Address (includin FOf i"~r 151 CLUB DRIVE 9 Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Faicy N~xn City ATLANTIC BEACH State FL ZIP COde 32233 rte,.,, If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. ~--.~ ~` T J ,% FRONT VIEW 2-11-2010 - .••..+.el~. ,. REAR VIEW ~_~~~~n~n r $~ ~ ~ ~.._ R9 ~~ ~~~ C ~~ J YI Z A $*a~*o ~ C b ~~L 6 MI m • Y r` ~~~ ~~ i ~ ~ ~ ~ ~~ •t r N ~~~ , °: ~ ,: s g ;~ n ii o ~ ~ ?~ tt~ k ~ \l ~ i • i 3 t Y~ :~ 4:1 ii ...1.-..~..~ Q Z lad Not ~ ~ ~~ l" ~ ~ ~ ~~ $~ ~~ ~ ~ ~~ ¢ ~bd ~ +.,. ~~ r z 4 .~ ~m ~~ ~~~ m i i i i' i :~ t . Y^ ~~ ~~~ ~~ ~y ON ~ ~~ o ~ $ ~ ~ ~ ~~ ~~~ ~ ~~ ~ ~~ .~ ~ ~~ ~ ~~~~ ~ ~~ ~ ~pp ~r -~ ~: ~ ~~ 3~~ ~w ~~ ~~ i ~r ~ ~~~ ~Q ~.s a ~ a a a ~ a ~s '~ U t 3 ....... ....... m ~v id~ oa NN }St `, ,' ~~ N ~ ~ ~~oo~ ~~,~«.~~ ~~ ~Z ~ ^ & x N o ' ~ #~ r~ ~ ~ ~ o ~_ Q .~ - Permit Number: [type permit number] Tax Folio Number: 170246-0000 State of: Florida County of: DUVAL File Number: 09A320 NOTICE OF COMMENCEMENT I hereby certify that this is a true and exact copy of the original. Attorney The undersigned hereby gives notice that improvement will be made to certain real property, and, in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of Property: A PART OF THE "HOTEL RESERVATION" AS SHOWN ON MAYPORT TERMINAL COMPANY'S MAP OF ATLANTIC BEACH AND RECORDED IN PLAT BOOK 5, PAGE 64, AND ALSO SHOWN ON PLAT NO. 1, SUBDIVISION "A", OF ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, SAID PART BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE NORTHWEST CORNER OF CLUB MANOR, AS RECORDED IN PLAT BOOK 25, PAGE 62 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE RUN NORTH 85 DEGREES 32 MINUTES 15 SECONDS EAST, ALONG THE NORTH LINE OF SAID CLUB MANOR, A DISTANCE OF 96.25 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 85 DEGREES 32 MINUTES 15 SECONDS EAST, ALONG SAID NORTH LINE, A DISTANCE OF 150.00 FF,ET; THENCE. RL1N NORTH 6 DEGREES 15 MINUTES 15 SECONDS WEST, A DISTANCE OF 100.05 FEET; THENCE RUN SOUTH 85 DEGREES 32 MINUTES IS SECONDS WEST, ALONG A LINE 100.00 FEET NORTH OF, AS MEASURED AT RIGHT ANGLES AND PARALLEL TO THE SAID NORTH LINE OF CLUB MANOR, A DISTANCE OF 140.00 FEET TO THE SOUTHEAST CORNER OF THE LANDS AS RECORDED IN DEED BOOK 1406,PAGE 189 OF SAID PUBLIC RECORDS; THENCE RUN SOUTH 83 DEGREES 44 MINUTES 45 SECONDS WEST, ALONG THE SOUTH LINE OF SAID LANDS RECORDED IN DEED BOOK 1406, PAGE 189, A DISTANCE OF 10.00 FEET TO THE SOUTHEAST CORNER OF THE LANDS AS RECORDED IN DEED BOOK 708, PAGE 133; THENCE RUN SOUTH 6 DEGREES 15 MINUTES 15 SECONDS EAST, A DISTANCE OF 99.74 FEET TO THE POINT OF BEGINNING. SUBJECT TO A 12 FOOT EASEMENT FOR INGRESS AND EGRESS ALONG THE NORTH 12.00 FEET OF THE ABOVE DESCRIBED LANDS. LESS AND EXCEPT: A PART OF THE "HOTEL RESERVATION" AS SHOWN ON MAYPORT TERMINAL COMPANY'S MAP OF ATLANTIC BEACH AND RECORDED IN PLAT BOOK 5, PAGE 64, AND ALSO SHOWN ON PLAT NO. l ,SUBDIVISION "A", OF ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, SAID PART BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE NORTHWEST CORNER OF CLUB MANOR, AS RECORDED IN PLAT BOOK 25, PAGE 62 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE NORTH 85 DEGREES 32 MINUTES 15 SECONDS EAST, ALONG THE NORTH LINE OF SAID CLUB MANOR, A DISTANCE OF 96.25 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 85 DEGREES 32 MINUTES 15 SECONDS EAST, ALONG SAID NORTH LINE, A DISTANCE OF 50.00 FEET; 'THENCE NOR"1~1-i 6 DEGREES 15 MINUTES 15 SECONDS WEST, A DISTANCE OF 100.05 FEET; THENCE SOUTH 85 DEGREES 32 MINUTES 15 SECONDS WEST, ALONG A LINE 100.00 FEET NORTH OF; AS MEASURED AT RIGHT ANGLES AND PARALLEL TO THE SAID NORTH LINE OF CLUB MANOR, A DISTANCE OF 40.00 FEET TO THE SOUTHEAST CORNER OF THE LANDS AS RECORDED IN DEED BOOK 1406,PAGE 189 OF SAID PUBLIC RECORDS; THENCE SOUTH 83 DEGREES 44 MINUTES 45 SECONDS WEST, ALONG THE SOUTH LINE OF SAID LANDS RECORDED IN DEED BOOK 1406, PAGE 189, A DISTANCE OF 10.00 FEET TO THE SOUTHEAST CORNER OF THE LANDS AS RECORDED IN DEED BOOK 708, PAGE 133; THENCE SOUTH 6 DEGREES I S MINUTES 1 S SECONDS EAST, A DISTANCE OF 99.74 FEET TO THE POINT OF BEGINNING. ALSO EXCEPT PART RECORDED IN OFFICIAL RECORDS VOLUME 12675, PAGE 1472. General Description of Improvements: Construction of dwelling. Owner Information:Henry G. Ulrich, III and Mary B. Ulrich 4. 5. 6. 7. 8 Henry 010 ~ i Mary . U11-i h Sworn to a11d subscribed before me my 6, 2009 by who is personally known to me or who did provide --a~u i ,p+.~r ~ as identification. Notary~'~ 'c My Conunlssion Expires: ~,,,,,,, o~:y ry Robert 7. Dykes :~?• :*: .: MYCOMMISSION# DD517272 EXPIRES 'a'• ~a June 11, 2010 :+••. of ~,,. %r ""~`~ BONDEDTHRUTROYFAININSURANC$1NC Prepared by and Record and Return to: Watson and Osborne Title Services, Inc. 208 Ponte Vedra Park Drive, Suite 101 Ponte Vedra Beach, Florida 32082 a. Name and Address: Henry G. Uh-ich, III and Mary B. Ulrich, 151 Club Drive, Atlantic Beach, Florida b. Interest in property: Fee Simple c. Names and address of fee simple title holder (if other than owner): Contractor: Custom Homes by Bryan Lendry, Ltd. Surety: Lender: FirstAtlantic Bank, 4500 Salisbury, Suite 490, Jacksonville, Florida 32216 Persons within the State of Florida designated by Owner upon whom notices or other docwnents may be served as provided by Section 713.13(1) (a)7., Florida Statutes. In addition to himself, Owner designates the following persons to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Expiration date ofNotgce o~Co~nln~ement (the expiration date is 1 year from date of recording unless a