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900 Paradise Ln (vault) PERMIT WORKSHEET Certificate of Occupancy) Job Address: oa �.5� /� Type Work: Property Owner: OI/ G Phone # Contractor: Phone # 7� 7 Permit#: 3 Z 9 O Date Issued: 8,0 Tree Permit# Foundation Permit# Demolition Permit# BUILDING ELECTRIC # MECHANICAL # PLUMBING # • �' Tem .Power# Footing JEA Release Date Temp. Power Slab n .Q� Letter Recd. Underslab Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathing Sewer Rough/ Framing Rough Rough Top out Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing _ Final Fire Inspection: Failed Inspections: L Date Paid: FEB-07-2008(TRJ) 10.52 Deborah Taylor, Atty. (FAX)90438486052 P.004/004 MAP SHOWING BOUNDARY SURVEY .OF LOT 14 AS SHOWN ON MAP, OF PARADISE PRESERVE AS RECORDED IN PLAT BOOK 57. PAGES 31 THROUGH 31C OF THE CURRENT PUBLIC.RECORDS OF DUVAL COUNTY. FLORIDA. EXCEPTING THEREFROM THE FOL.LOWNO OESCRBED POiRT10N OF SAID LOT 14: FOR A POINT OF SCOINNINC COMMENCE AT THE NORTHWESTERLY CORNER OF SAID LOT 14 AND RUN SOUTH.89 49'10" CAST. ALONG THE NORTHERLY LINE OF SAID LOT 14 (ALSO SUNG THE SOUTHERLY LINE OF TRACT •A'- LIFT STATION, SAID PARADISE PRESERVE), A DISTANCE OF 31.17 FEET. THENCE SOUTH 002039• EAST. A DISTANCE OF 9.11 FEET. THENCE SOUTH 89.303" WEST. A DISTANCE OF 31.16 FEET TO A POINT ON THE VWSTERLY LINE OF SAID LOT 14; THENCE NORTH 0023'10` WEST. ALONG LAST SAID NORTHERLY UNE. A DISTANCE OF 9.22 FEET TO THE POINT OF QECINNING. BEARING REFERENCE: BEARING SHOW ON RICHY-OF WAY Lbw HEREON IS THE SA04E AS SHOWN ON THE ABOVE MENTIONED PLAT. NOTE: THE PROPERTY SURVEYED FiowxN APPEARS To UE WI1MtN FLow ZONE 9r AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL Na 12007'"./-o00'ID, DATED 4-17-69. UNPLA TIED LANDS OF SECTION 18, ' TOWNSHIP 2 SOUTH, RANGE 29 EAST,! *JJ RISDICTIONAL POINT OF WETLAND LINE'—\' FORT"E1Mc8Psl N oo'23.10* w ND 3'101 " POTION OF LOT 1, vi 'n w C) 'n 'C LOT-- 14 y V M w �� 4^ ItLG VERED 4 0 toA 12 • COP C S0020'39`E :- N " la 7•'la . O 2 STORY' ^ .� FRAMEDWELLING LOT 15 �g 15" EAVES N NO. 900 FINISH FLOOR . ti iELEV.=(11.70) U m�`- W a �1 R--4`. M w d,• lax P5CJ G 2`"r Covallm �:� O d rl•. It. A aaTRY PC IDtl 20.4' � - � 7.5' J£a r 00 EASEMENT CJ x U) METAL METAL / x' B DRIVEWAY • Rif 1k N IV,- u '. SAN / Aq 40 r',;l r�" Mrr r PT rn C. 53.25' N05*52170W NC �. R-25.00' L-4.79' LEGEN DELTA-1 D'56'13" 0 FOIA(0 1/2 •IRON 1 l�O, PARADISE LANE o srr//2•IRON(L9 1704) ' PC POINT OF CURVADAW (PRIVATE VARIABLE WIDTH RIGHT OF WAY) Pr PMT OF TANGDOCY CERTIFIED TO: Aftf. FLORIDA POM t UG"T .TOHN & LYNNE EDWARDS L ARC LG CVI WACHOVIA 91 CORD . OLD REPUBLIC.NATIONAL TITL$ INSURANCE COMVkNY R' RAMS LAW OFFICE OF DZB I MEaRW THAT THIS SURVEY,'PERFORMED UNDER MY RESPONSOZ OIHECTION MU7-, THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61017-6. PL.ORVA ADMINISTRATIVE CODE(PURSUANT TO SECTION 472.027. FLORIDA STATUTES),-AND FURTHER CERTIFY THAT THERE ARE NO VISMI.E ENCROACHMENTS UPON THE W04CT Pr?OPERTY'EX.WT AS SHOW SURVEYED: DECEMBER C AND AS=ATE�. INC. 19 2006. PROFESWNAL SURVEYORS& MAPPERS 190 NAM AWL JAGMSONNGLF,FL..J2M. SCALE 1"a2D' tm+)JW-2M LD NO. f" f A R S • N FIELD BOOK: 775' PACE: 59 xaal. navw c�InXyor-I,-nwu.pra lo) JOSE A. HILL .•.I K T VAtw NTNQIIT VAKAM 5WNVrAW.,(AL �-3)6)qo FEB-07-2008(TH1) 10:52 Deborah Taylor, Atty. (FAX)9043846652 P. 003/004 =Tumer IMPest EX Control What's Bugging You? CERTIFICATE OF COMPLIANCE FOR TERMITE PROTECTION INFORMATION REQUIRED AS PER FLORIDA BLDG CODES 104.2.6.&1816.1 CONTRACTOR: Bestcon Homes PERMIT V. SITE LOCATION: 900 Paradise Ln Lot 14 Auantic Beach,FL 32233-6958 DATE OF TREATMENT: 05125/2007 TIME OF TREATMENT. 12:29:00 PM AREA TREATED: SQUARE FOOTAGE. 2100 LINEAR FOOT. 476 IDENTITY OF APPLICATOR: DOWNER,WILLIE PRODUCT NAME: BORA-CARE,PREMISE PRE CONSTRUCTION INSECTICIDE CHEMICAL NAME: DISODIUM OCTABORATE TETRAHYDRATE,IMIDACLOPRID (DIFFERENT FROM PRODUCT) (FOR BAR SYSTEMS-LIST CHEMICAL NAME THAT WLL BE USED IF TEMAITES ARI:OETECTED) PERCENT CONCENTRATION: 23.00%,0.05% (FOR BAR SYSTEMS-IF YOU DONT HAVE THE WELL HOW MANY STATIONS PER FOOT) NUMBER OF GALLONS: 2.38G&40.00GA (FOR BA{T SYSTMS-ENTER#OF STATION$USED) FINAL STATEMENT. THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRIGULTURE AND CONSUMER SERVICES. I GREE THAT THE ABOVE INFORMATION IS CORRECT AND REFERS TO THE ADDRESS LISTED ABOVE: ARD L / B 17 PE CO OR TU L.LLC. MAIN OFFICE 480 EDGEWOOD AVENUE SOUTH JACKSONVILLE,FL 32205 PHONE:904355-5300 FAX:904353-1488 ,m�-t Gly- 325*0 Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: � /6 • d I Contractor Name: Permit #: Property Address: Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single-Family Residence C� ❑ Commercial Nt 01 ❑ Other: W Lowest Floor Elevation: Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire' Public Works _ _ 8 -6 -7 Planning Dept. Building Dept. Final Survey with FFE ❑ Yes C!� No All Re-Inspect Fees Paid Yes Vl"'No City of Atlantic Beach ' Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: February 7, 2008 Contractor: Bestcon Homes Address: 900 Paradise Lane, Atlantic Beach, Fl 32233 Construction Type: Residential Occupancy Class: Group R-2 „_.,.,Permit Number: 06-32940 DID S E B PC, t Debra Taylor Bestcon Homes 880 Paradise Lane,permit#06-31928 : 2 reinspect fees$35.00 each 900 Paradise Lane,permit#06-32940: Needs final termite document and4irlished Floor Elevation certificate. 751 Paradise Lane,permit#06-33616 is ready I will fax youCO and then you can pick up the original ..or email me your address and I will mail i to you. 750 Paradise Lane permit# 06- 33000 :Needs final to a ocument I am also faxing you an example of the termite doc and the finish floor elevation certificate so you will know what we need. I am song for the delay in providing this information Shirley L Graham s ram hamncoab.us 904 247 5826 Of coy G� , � , -P ,o+► s ik�py6 ya Tt ;t2� P� PP-00 Tot Tti oo T1AH a 000 0000 z � # oam 10 y � ? 9 ; �NOf TO- SOO �a ,LOT AREA_ 5,610 SQUARE FEET 6RL 1.0,BUISQUARE RE COLO N T R ® t.0' SQUARE COLIJMM AT RESIDENCE IMPERVIOUS AREA: x�//264 7 SQUARE FEET COVERED FRONT ENTRY AND AT C AVFRA G E % 4-7Z COVED REAR PATIO UNPG.A 7"TED PART OP_ SECTION 18, TOWNSHIP 2 SOUTH, RANGE 29 EAST "\P-5,WApe.b Ir.17'EQCEPTOR 5WAt.& 9 R S77.08'39 "E 55.00' LOT 29 0917 O O l I /O n� 'l 14.7' 123 COED I `Y r+ b 12.9 3' I PLAN "PORPOISE KEY" ER )D1J�S�DIM N CoNrRac. siLr 1✓�1v L75. t. ARA EFTF.F. ELEV. 10.20) LOT 28 (6') �"�' (311 LOT 26 A/C i 2 lU 18 j a' i .N COVERED D1� I ,N ENTRY j J Cs L-- N 20�6RL e. 3) t +) r^ � • + . 4) vR W) 113.40_ r N DRIVEWAY N _ 143.10' p c 9 N/ 7'08 x.31"W/ 55. 00' PI, 7.5' JEA ELECTRICAL EASEMENT PARADISE LANE (VAR/ABL,F wrio TH RIGHT DF WAY) TYPE "C" DRAINAGE FOR: j3EaT ON HOMES INC. PREPARED 9Y: DATE: MARCH 31 2006. CI-ARSON ANO ASSOCIATES, INC. PROFESSIONAL SURVEYORS & MAPPERS 7643 NALDO AYE., JA(3CSONVILLE, FL.. 32207 SCALE:' 1 =20' (204) 396-2623 LB NO, 170.4 C. 10WG A--LOTS PARADISE PRESERVE LOT-29--PP.DN1? B Received Time Mav , 10 , 9 .34AM tf CITY OF ATLANTIC BEACH 800 SENUNOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Bgildin g,7-de,t(r`egah.us Application Number . . . . . 07-00000638 Date 5/11/07 Property Address . . . . . . 900 PARADISE LN Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc power for gate ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BESTCON INC. DYNAMIC ELECTRIC COMPANY 4400 MARSH LANDING BLVD, #6 PO BOX 16351 PONTE VEDRA BCH FL 32082 JACKSONVILLE FL 32245 (904) 246-3747 (904) 726-8144 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 85. 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/07/07 ---------------------------------------------------------------------------- Special Notes and Comments ELEC FOR GATE ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ------- -- ---------- Permit Fee Total 85. 00 85. 00 . 00 . 00 Plan Check Total .00 . 00 .00 .00 Grand Total 85.00 85 .00 . 00 . 00 PERMT LS APPROVED ONLY IN ACCORDANCE WITH ALL.CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 05/11/2007 09:09 7268117 PAGE 01 CITY OF ATLANTIC BEACH tin,w• ; ELECTRICAL PERMIT APPLICATION Dote: /07 Cortntetvr. t TteitTlittt�d M: 755 _Ci6U 7 s iA40001.4011w. nC peZ Siven ;rofk n pa do i�vrs bnsb+opw as rewe* sonoedroae wkk dw a m*M port►and j v***we s pta itfifand is emewdrim wilh ft tit, l .utmk be** � f O r6 . �itw o�dsn" u Tu ny New Mewr deAa s baa d<+►lacs l of aw•wt+4s Yr�wat ' J U•d d cefMo wew a Sips 3 bKtSM Q Rt-wks O Addition 'Sq.It. O Repair ' ct, 3575 AL Swi~tchor RACE i braker -- I WAY j existing Son%kv RACE s !H W ,,.,........�d VOLTT '_WAV FseotKs NO. 'S= NO f1ZE NO SIZE rLihhtie�'ES:4itats r CONCEALED om Ile+c_ Ies 40.NC4ALB0 ` OPEN i ! Jwitdtp iacand�sftt f M.V Fix" BELL Aggibineft TRANSIEX ,____, �uI H .RAR.F. TttvG claiNG ! lkw-M 4T I COMP,MOT OTHM MOTORS AMPS Nm 77AGE 'rJ OVER i H.l. PHSS Trtatttxenws '� XVVA *4o.*4mm Mite Miaaliaowr►s_...L. l to4er � ! 1 !�0 Sewibek wNd-A+ls"t Remo.Fletids 32233-5as5 /►sfs:(!41)lgT-511M• fss: tfM)21l-liilf. Mgr::hrww.d.olhatk-bask t?.rs Beach Perm �` To: JEA Electric Order Fulfillment, (Fax No.: 665-7372) Attention:.Carol Schweizer/L.orie Craven;21 West Church St T-4 (665-6521) Subject: City of Atlantic Beech Perrot# Date: Service Address: Owner: ` Owner Phone: Electrician: PJEAa/1 V ;f1A Pyr Ir` Electrician Phone: Type of Work-- New ork:New Service r M-Home Subfeed r T Increase Service Li Heat & AC Repair Service Other Rewire [__] Other Description.: Temp Pole [�j Service Type: ,Overhead ()kepair/Replace) Underground(New Services) Building Use: ]Residential Church "Environmental L_JM-Horne LCoirmercial "Other Other Use Description: Service Size: New Service:' Amps: &0 'dolts: Phase: Existing Service:Ap+s: Volts: -Phase.- E-mail- hase:E-mail- erayli ftaxom or sch�r �(cr�:iea.com or resp_Lift xom - ------ - ------------ Pest EXControl Ws Bugong You? CERTIFICATE OF COMPLIANCE cl� FOR TERMITE PROTECTION 0 DFORMATION REQUIRED AS PER FLORIDA BLDG CODES 10426.&1816.1 CONTRACTOR:Be Hommee PERMR/: SITE LOCATION:9C0 Posdiss Ln Lot 14 Atlenk Bei.FL 327538958 DATE OF TREATMENT:05R26f2007 TIME OF TREATMENT: 12.29.00 PM AREA TREATED:. SQUARE FOOTAGE:2100 UNEAR FOOT:478 IDENTITY OF APPLICATOR:DOWNER,WILLS PRODUCT NAME:BORA-CARE,PRENNSE PRE CONSTRUCTION INSECTICIDE CHEMICAL NAME:DISODIUM OCTABORAT£TETRAHYDRATE,040ACLOPRI D PFFEF"TFWWPR=L M ffVA Bar 5YS[FAU&T CH04M*"7MrV&LBELMD E 7ERMRESAREDETECWM PERCENT CONCENTRATION;23.00%,0.05% I (FOR eAITBYSTEMSfFYOU 00 rHWE THE%-7BL HMMANYStAMSPER F001) NUAMER OF GALLONS:2.30GA,40.ODGA (FORRsAn SY87M4-eNmR a OF STATR7nl4 vm) z FIN&STA jam[ THE BEADING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN c3 TERMITES. TREATMENTEINAOCORDANCEWRHTWRULESANDLAWSESTABLISHEDBYTHE t a FLORIDA DEPARTNENrOFAGFtCLL7V WANDCONSUMERSERVICES. w m t4GREE THAT THE ABOVE INFORMATION IS CORRECT AND REFERS TO TR£ADDRESS LISTED ABOVE; I B 17 a M c., CE) bR TURA18PZSMNTIROL.LLC. r-- 0 0 MAIN OFFICE 450 EDGE OODAVENVE SOUTH cl+ JACKSONVILLE.FL 32205 PHONE 901,55-5300 FAX 904353.1488 MAP SHOWING PLOT PLAN OF LOT 41 AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED IN PLAT BOOK 57, PAGES 31 THROUGH 31C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT, NOTE: THE PROPERTY SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD ZONE "X" AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075-0001D, DATE° 4-17-89. ELEVATIONS SHOWN THUS: O REFER TO THE NATIONAL GEODETIC VERTICAL DATUM LEGEND: LOT AREA: 5,610 SQUARE FEET D ! OAK IMPERVIOUS AREA: 2,711' SQUARE FEET L, ' TWIN OAK LIVE OAK PALM Alm PECAN PARADISE LANE (PRIVATE VARIABLE WIDTH RIGHT OF WAY) d PT 207.6°' N89�36'S0"E 55.00' 0 225.00' PG I 7.5' JEA n EASEMENT Q (4") (8" 20.0' 20'UR L— O m r- I COVERED ENTRY 11.6 A C WITH STEPS N �M 7.5' m I LOT 42 LOT 40 e.a' m m PORPOISE KEY z I GARAGE RIGHT F.F. ELEV.=(11.5) A Wm C) g' O N �� ti(31") 13.0' 7.5' : I z 12.3' C O 1� 14.T m COVERED O m O D (5••) 15'BRL I (3") LOT 41 o° S89'36'50"W 55.00' UNPLATTED LANDS OF SECTION 18, TOWNSHIP 2 SOUTH, RANGE 29 EAST LEGEND: PC POINT OF CURVATURE PT POINT OF TANGENCY BRL BUILDING RESTRICTION LINE F.F. ELEV. FINISHED FLOOR ELEVATION TYPE "S" DRAINAGE FOR: BESTCON HOMES PREPARED BY: DATE: JANUARY 18 2006. CLARSON AND ASSOCIATES, INC. PROFESSIONAL SURVEYORS & MAPPERS 1643 NALDO AVE.. JACKSONVILLE. FL., 32207 SCALE: 1 =20' (904) 396-2623 L8 N0. 1704 • C:\DWG\A-LOTS\PARADISE PRESERVE\LOT-4I-PP & TREE.DWG [8] � r— uider" Job�Information Bestcon Homes w0s)(8Job#: J-06-0021F File#: Salesman: John Ferguson Designer: Philip Shoemaker i ManningBuildingSupplies Rt ye orand Deave pate i Job' Jacksonville,Florida 32256 jaxtruss@mbs-corp.com Date: 2/8/2006 Phone:(904)268-8225 ' Fax:(904)260-2981 PORPOISE KEY Del. DAAISE LOT 14 PARADISE PRESERVE ------- -- - FL Cover Sheet A proud Penner of • • • • • _li..En&n d Produdr.IM Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight 1 20-05-00 F1 0/0 00-00-00 42 01-04-00 156.6 LB 00-00-00 42 156.6 LB 5 20-05-00 F2 0/0 00-00-00 42 01-04-00 125.9 LB 00-00-00 42 629.4 LB 4 05-05-08 F3 0/0 00-00-00 42 01-04=00 39.2 LB Pill, 00-00-00 42 156.6 LB 6 16-04-00 F4 0/0 00-00-00 42 01-04-00 97.9 LB 00-00-00 42 KA 587.4 LB 1 15-00-06 F5 0/0 00-00-00 42 01-04-00 89.5 LB 00-00-00 42 89.5 LB 1 13-00-06 F6 0/0 00-00-00 42 01-04-00 78.3 LB 00 00-00-00 42 78.3 LB 5 11-00-00 F7 0/0 00-00-00 42 01-04-00 69.9 LB 00-00-00 42 349.6 LB 1 11-00-00 F8 0/0 00-00-00 42 01-04-00 111.9 LB 00-00-00 42 111.9 LB Qty Description go 18 l - THA422 2 L - SUR410 4 W- HGUS412 1 X - HGUS412R GeoMWPadft Qty Span Description HOmeBASE-by—Alpine Engineered Products,Inc. Page 1 of 2 Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight 2 30-00-00 BM 1 16"LVL 4 20-00-00 BM 2 16"LVL Mill 2 08-00-00 BM 3 16"LVL 2 08-00-00 BM 4 16"LVL 2 04-00-00 BM 5 16"LVL Total Commons and Hips: 24 Total Hangers: 25 Total Jacks: 0 Total Beams: 12 Total Piggy Backs; p Total I-Joist: 0 Total Trusses in Package: 24 Total Rim Board: 0 �w HomeBASE by Alpine Engineered Products.Inc. Page 2 of 2 +`-- 4- 9'4"B- -�- — 32'3"B —B'y '+-7-2- T --7"2 T W m m TT ° -- - !l'3"13 PLT HGHT m m F2 i1 n n = 10"6"10 PLT HGHTN 9'1"2 PLT HGHT MANNING BLDG . SUPPLIES m o c: Ld w' 11155 PHILLIPS PKWRY PH# 268-8225 a w JAX. FLA. 32256 Lij T O F 8t LLJ 14'9" 1 0 1. DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE BERM 3 2. VERIFY ALL SPANS AND AMOUNTS, AS L TRUSSES WILL BE BUILT IN STRICT LLJ a; Fo ACCORDANCE WITH THIS LAYOUT cn-v it 0 3. NO BRCKCHARGES ALLOWED, UNLESS APPROVED ul H O C m )RAM x IN WRITING BY TRUSS PLANT MANAGER O>-n E O w w ;;E o E W A aJ (A TO BACK OF B3 GIRiw 4. APPROVED BY O r CC O D 14'3" m TO BACK OF =W�-c m FACE SM2 A4 GIR APPROVAL DATE: C U) a)_ v e 3T �---8' s' ave DEL. DATE U O au UIC;�F- -L I 14'0"ID �-6 0 14j 37' -J O7LLJo- 14'9" 1y•9"-----+-28-3" { 17' WOU)W(L Zr+LLIZI-- OF-0�CUUI F-0-OHLLJ UlF-OU)J O Of CE:LU C-- C-)u UU 0U) U) W O JOB NO: J-06-002 PAGE NO: 1 OF 1 • �w t i + I , � i I i MANNING BUILDING SUPPLY Philip Shoemaker 8 Feb 2006 8:59 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis @1996-2005 Georgia-Pacific Corporation Version: 6.0 Build: 6.0.0.0 Project : J-06-0021 .FBD BESTCON LOT 14 PARADISE PRESERVE Mark#: BEAM 1 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Io Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5", 565U 4.0", 750 psi Li 3.5", 750 psi LJ 5.5", 565 psi L 3.5", 750 psi psi 3' 11' 11' 8 1/2" 5'8" 81011 LOADS Project Design Loads:Floor Live=40 psf, Dead=15 psf,-Rook Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 42 30 125% 0 0.0.. 28'5 1/2" 3'4 1/2"s.c.-CRY A6 2 Uniform(plf) 100 0 100% 0 010" 28'51/2" WALL 3 Concentrated(]bs) 1200 857 125% 0 5'7 3/4" G1 GIR 4 Concentrated(lbs) 2669 1906 125% 0 7'7 3/4" CRY G2 5 Concentrated(lbs) 1126 804 125% 0 22'6" H1 GIR 6 Span Carried(psf) 42 30 125% 0 0'0" 28'5 1/2" 4'0"s.c.-4' ROOF 7 Span Carried(psf) 55 40 100% 0 0.01. 15-0" 11'0"s.c.-F7 FLOOR 8 Span Carried(psf) 55 40 100% 0 15'0" 28'5 1/2" 26'0"s.c.-F4 FLOOR Uniform(plf) 15 0 0 0 28'5 1/2" Self Weight *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 3 4 5 Max R'n -156 10054 8364 8669 3663 Min R'n -2688 3621 2935 2436 1162 DL R'n -709 3621 2935 2684 1265 Min Brg(in.) 1.50 3.83 3.19 4.38 1.50 [Based on bearing stress below] Brg Str(psi) 565 750 750 565 750 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 5228 2 1'6" 74 13300 125% 0.39 M(ft-lbs) 9968 2 4-7" 73 43692 125% 0.23 LtRn(lbs) -156 0 0101, 72 6921 100% 0.02 See Note#4 RtRn(lbs) 3663 0 28'5" 73 9188 100% 0.40 See Note#4 IntRn(lbs) 10054 0 3'1" 74 10500 100% 0.96 See Note#4 LLDefl(in.) 0.07 2 5'10" 73 0.39 L/1956 TLDefi(in.) 0.11 2 5-10" 73 0.59 01273 USE. GPLAM 2.0E 1.75x16.00"2 Plies Grade, Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required, use Max R'n from 'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed No for commercial uses. 7.Provide approved uplift resistance at supports with negative reactions. 8.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 3 rows of 16d nails @ 12" o%(one row 2"from top,one row at mid-depth,one row 2"from bottom). 9.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor 8 Roof Systems Product Guide. 10.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 11.Design valid for dry-use only(less than 16%moisture content). m 12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.For explanation of GROUP,change to expanded printout. MANNING BUILDING SUPPLY Philip Shoemaker 8 Feb 2006 8:59 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2005 Georgia-Pacific Corporation Version: 6.0 Build: 6.0.0.0 Project : J-06-0021 .FBD BESTCON LOT 14 PARADISE PRESERVE Mark# : BEAM 3 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5", 565 psi L 3.5", 565 psi 8101, aee LOADS Project Design Loads:Floor Live=40 psf, Dead=15 psf,•Roof:Live=30 psf, Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location` # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0'0" 8-0" 5'5 1/2"s.c.-F3 FLOOE 2 Uniform(plf) 100 0 100% 0 010" 8'0" WALL 3 Span Carried(psf) 42 30 125% 0 0101, 8-0" TO"s.c.-CRY E2 ROOF 4 Uniform(plf) 500 357 125% 0 010" 8-0- A5 ROOF Uniform(plf) 15 0 0 0 8-0" Self Weight 'Dimensions measured from left end when span#is 0, otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 3646 3646 Min R'n 1362 1362 DL R'n 1362 1362 Min Brg(in.) 1.84 1.84 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group AllowLDF Ratio V(lbs) 2298 1 1'6" 71 13300 125% 0.17 M(ft-lbs) 7293 1 4'0" 71 43692 125% 0.17 LtRn(Ibs) 3646 0 0101, 71 6921 100% 0.53 See Note#4 yr RtRn(lbs) 3646 0 8101. 71 6921 100% 0.53 See Note#4 LLDefl(in.) 0.03 1 4'0" 71 0.27 U3054 TLDefl(in.) 0.05 1 4-0" 71 0.40 U1914 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from'Supports'section above. 5.Bearing length based on design material,support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 3 rows of 16d nails @ 12" o/c(one row 2"from top,one row at mid-depth,one row 2"from bottom). 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor B Roof Systems Product Guide. mp 9.Design valid for dry-use only(less than 16%moisture content). 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.For explanation of GROUP,change to expanded printout. MANNING BUILDING SUPPLY Philip Shoemaker 8 Feb 2006 8:59 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTSeam@ Engineering Analysis @1996-2005 Georgia-Pacific Corporation Version: 6.0 Build: 6.0.0.0 Project : J-06-0021 .FBD BESTCON LOT 14 PARADISE PRESERVE Mark# : BEAM 2 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= U240 Composite Action : No lnew 73.5", 565 psi 3.5", 565 psi 20'0" BEVEL CUTS Heel Ht(in) Slope(/12) Offset Depth @IFS Left 5 3/8" 8 15 7/8" 7 3/4" LOADS Project Design Loads:Floor:Live=40 psf,Dead=15 psf,-Roof:Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Concentrated(I bs) 3638 2646 100% 0 T4 1/2" FROM BEAM 1 2 Concentrated(I bs) 3646 2652 100% 0 14-3" FROM BEAM 3 no 3 Concentrated(Ibs) 1971 1408 125% 0 7-0" CRY J1 4 Span Carried(psf) 42 30 125% 0 8-0" 20'0" 21'0"s.c.-CRY J3 ROOF 5 Uniform(plf) 100 0 100% 0 010" 20-0" WALL Uniform(plf) 29 0 0 0 20'0" Self Weight 'Dimensions measured from left end when span#is 0,otherwise,from/eft end of the specified span. am SUPPORTS(Ibs) 1 2 Max R'n 8233 8898 Min R'n 3222 3423 40 DL R'n 3222 3423 Min Brg(in.) 2.08 2.25 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN 74 go Value Span X Group Allow LDF Ratio V(lbs) 8183 1 0'2" 71 12857 125% 0.64 M(ft-lbs) 45094 1 11'3" 71 87385 125% 0.52 LtRn(lbs) 8233 0 0'0" 71 13842 100% 0.59 See Note#4 a* RtRn(lbs) 8898 0 20-0" 71 13842 100% 0.64 See Note#4 LLDefl(in.) 0.46 1 10'0" 71 0.67 U523 TLDefl(in.) 0.74 1 10'0" 71 1.00 U324 USE. GPLAM 2.0E 1.75x16.00"4 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads$duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required,use Max R'n from 'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. " 7.For beams with loads applied equally to the top of all plies,bolt plies together w/2 rows of 1/2"dia.bolts&washers 2"from edges @ 24"o%staggered. 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. nar 9.Design valid for dry-use only(less than 16%moisture content). 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.For explanation of GROUP change to expanded printout. MANNING BUILDING SUPPLY Philip Shoemaker 8 Feb 2006 8:59 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2005 Georgia-Pacific Corporation Version: 6.0 Build: 6.0.0.0 Project : J-06-0021 .FBD BESTCON LOT 14 PARADISE PRESERVE Mark# : BEAM 4 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5", 565 psi 3.5", 565 psi 1 i r 8,0" LOADS Project Design Loads:Floor:Live=40 psf, Dead--15 psf,•Roof-Live=30 psi,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End @Start@End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0101. 8'0" 13'0"s.c.-CRY G6 FLLOR 2 Uniform(plf) 100 0 100% 0 010" 8'0' WALL 3 Span Carried(psf) 42 30 125% 0 0101. 8'0" 26'0"s.c.-CRY K8 FOOR 4 Span Carried(psf) 42 30 125% 0 0101. 8'0" 20'0"s.c.-CRY J4 ROOF Uniform(plf) 15 0 0 0 8.01. Self Weight 'Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. " SUPPORTS(lbs) 1 2 Max R'n 5754 5754 Min R'n 1954 1954 DL R'n 1954 1954 Min Brg(in.) 2.91 2.91 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 3626 1 0-2" 71 13300 125% 0.27 M(ft-lbs) 11509 1 4-0" 71 43692 125% ;'0.26 LtRn(lbs) 5754 0 0101. 71 6921 100% 0.83 See Note#4 ma► RtRn(lbs) 5754 0 8'0" 71 6921 100% 0.83 See Note#4 LLDefl(in.) 0.05 1 4-0" 71 0.27 U1836 TLDefl(in.) 0.08 1 4-0" 71 0.40 U1213 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 5.Bearing length based on design material;support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 3 rows of 16d nails @ 12" o/c(one row 2"from top,one row at mid-depth,one row 2"from bottom). 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. mo 9.Design valid for dry-use only(less than 16%moisture content). 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.For explanation of GROUP,change to expanded printout. MANNING BUILDING SUPPLY Philip Shoemaker 8 Feb 2006 8:59 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2005 Georgia-Pacific Corporation Version: 6.0 Build: 6.0.0.0 Project : J-06-0021 .FBD BESTCON LOT 14 PARADISE PRESERVE Mark# : BEAM 5 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 im Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5", 565 psi 3.5", 565 psi 4-0" LOADS Project Design Loads:Floor.•Live=40 psf,Dead=15 psf,•Roof-Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 42 30 125% 0 0101, 4-0- 33'10"s.c.-CRY K5 ROOF Uniform(plf) 15 0 0 0 4-0- Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 1449 1449 Min R'n 435 435 DL R'n 435 435 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DES/GN Value Span x Group Allow LDF Ratio V(lbs) 377 1 0-2- 41 13300 125% 0.03 M(ft-lbs) 1449 1 2'0" 41 43692 125% 0.03 LtRn(ibs) 1449 0 010. 41 6921 100% 0.21 See Note#4 RtRn(lbs) 1449 0 4'0' 41 6921 100% 0.21 See Note#4 LLDefl(in.) 0.00 1 2'0" 41 0.13 U14508 TLDefl(in) 0.00 1 2-0" 41 0.20 U10152 USE: GPLAM 2.0E 1.75x16.00"2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from'Supports'section above. 5.Bearing length based on design material,support material capacity shall be verified(by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 3 rows of 16d nails @ 12" o%(one row 2"from top,one row at mid-depth,one row 2'from bottom). 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 10.Design valid for dry-use only(less than 16%moisture content). 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12 For explanation of GROUP change to expanded printout Engineered Products Inc. Alpine.Eng , 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Florida Certificate of Product Approval#FL 1999 Page 1 of l Document 1D:1SUK151-Z0409134152 Truss Fabricator: Manning Building Supply Job Identification: 0-06-0021F--- LOT 14 PARADISE PRESERVE , FL (LOT 41 PARADISE PRESERVE FL) Truss Count: 8 Model Code: Florida Building Code 2004 Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software- Alpine Software,Version 7.22., Structural Engineer of Record: Address: y Minimum Design Loads: Roof - N/A Floor - 55:0 PSF @ 1.00 Duration W � r Wind - No Wind Notes: seal Datb 02.Q9/ao�flli�` 1. Determination as to the suitability of these truss components for the .w structure is the responsibility of the building designer/engineer of Truss Design Engineer record, as defined in ANSI/TPI 1 Arthur R.Fisher Florida License Number:59687 2. The drawing date shown on this index sheet must itch the date shown 1950 Marley Drive on the individual truss component drawing.. Haines City,FL 33844 3. The loads indicated on all referenced girder trusses t're consistent with the truss layout provided by Manning Building Supply for the above referenced fob identification. Loads applied by non-truss elements ;and basic load parameters aree to 'be tea and a roved by the EOR/building designer. 5 4. As shown on attached drawings; the draw'ing numbel" is preceded.by: HCUSR151 Details: " 67960 0604It05b 0209/D6 2 676 12 X6040061 02/ 9iI ,4, rr 4604Q06 O2f09/06 6040069�, It2/ 9/}6 6 67964-,,"-4,5 ,i)604 02 09/06 6 67965; )650400*s O2/t}9/0Ci < T 67 66 7 � t{1604005B OI/C19/06 �z r 6796 {E8 040�66 02 .09 f".y r 1 i I IHIJ UWU FKLMAKLU THUM LUMVUILK INPUI (LUAUI 6 U1ME(NJIUNJ) IUMMIIILU by IKUSI MFH. ( J-06-0021F- - LOT 14 PARADISE PRESERVE , FL - Fl ) Top chord 4x2 SP #1 Dense :T3, T4 4x2 SP #2 N: See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #2 N (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. SPECIAL LOADS --(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TC From 700 PLF at 0.13 to 700 PLF at 20.29 CHORD SPACING(IN OC) START(FT) END(FT) BC From 10 PLF at 0.00 to 10 PLF at 20.42 BC 120 0.25 20.17 Deflection meets L/480 live and L/360 total load. Truss must be installed as shown with top chord up. 12.70 103.501 13.50-1 13.50-1 13.50-1-13.50-1-13..ED-11--13.50-103.5" 11-10-4-4 ,J 15" Typ.I F�— I 5X5= 14=3X5= W=3X5= 6X6= 5X7= 6X6= 2X5111 2X5111 2X5111 2X5111 2X5111 2X5111 2X5111 2X5111T3 2X5111 5X5= 2X5111 14 1 0-8 .5X4(**) - 1-4-0_8 912—C_L 5X7= 5X7= 5X12= W=3X5= 1.5X4(**) = 3X3= 3X5= 3 X 5 III 1 14-1-8 _1 4-0-0 _1, 2-3-8 J 20-5-0 Over 2 Supports J R=2048 W=3.5" R=851 PLF W=14-5-0 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: TPI-2002(STD) /FBC 7.2PLT TYP. Wave N�•S'`! TScale =.375"/Ft.2 **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HAN.IINC, SHIPPING. INSTAILING ANO BRACING. TC L L 40.0 P S F REFER TOOB 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 N .59687 y R E F R151-- 67960 D'ONOFRIO DR., 191 TE 200. MADISON, WI 5371 9) ANO WECI (HOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. 1 li T C D L 10.0 P S F DATE 02/09/06 MADISON. N[ 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNIE SS OTHERWISE INDICA iE D. 1{ TOP CHORD SHALL HAVE PROPERLY Ai TACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED OF _ RIGID CEILING. '� •. P =�vQ$ BC DL 5.0 PSF DRW HCUSR151 06040056 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Q•:•''rr PRODUCTS. INC. SHALLFAILURE TO BUILD THE V\ B C L L 0.0 PSF HC-ENG C C/A F NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY ALPINE TRUSS IN CONFORMANCE WITH TEL OR FABRICATING, HANDLING. SHIPPING. INSTALLING a BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE I�4. CO NNFC TOR PLATES ARE MADE OF 20/1811EGA (W,H/S/K) ASTM A663 GRADE 40760 (W. K/N.B) GAL V. STEEL. APPLY TOT.LD. 55.0 PSF S E Q N 892 PLATES i0 EACHFA CE OF TRUSS AND. UHLE IS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16 DA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNE% A3 OF TPI1-2002 SEC.3. A SEAL ON THIS F e b 09 '06 Alpine Engineered Producfs,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT D U R.FAC. 1.00 F ROM P S 1930 Marley Drive OE SIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THF RESPONSIBILITY OF THE 9aioesC "'844 BUIL IGNER -TPI1 �.N.., �A,.. U. L, ,.; �.:, .,,.,.; '. ._„ .CIN :E._ ,.'4.D�,s' � .�, ..1 SD :..F'.._ ZO ti'ci:Wificateotirr�::�4ion#36�. L m,-�..- ,�Y.v ,,.. ,�..«...- .. I11,1� UWU PHtPAHEU FHUM (.UMYUItR iNVUI (LUAUS 6 UiMI,NJ1UNS) JUMM111tU MY IHUJJ MFH. ( J 06-0021F- - LOT 14 PARADISE PRESERVE , FL - F2 ) Top chord 4x2 SP #2 N + 2X6 continuous strongback. See ANSI/TPI 1-02 Sect. 7.5. Bot chord 4x2 SP #2 N Webs 4x2 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 120 0.25 20.17 Truss must be installed as shown with top chord up. J " J 12-5-12 15.75 � 6-7-8 15" Typ.j 3X3=--� 5X7= 3X3= 1.5X4111 1.5X4(R) _ 3X3= 3X3= 3X5= W=3X5= 1.5X4111 3X3= 3X3= 3X5= 1 088 1.5X4(9) 1 1 riNz . --I N2� 3X3= 3X3= 1454 5X5= 3X5= 3X3= 3X3= 3X3= 3X8= 2X4111 3X5= W=3X5= 2X4111 1E 5-11-12 _1 20-5-0 Over 3 Supports R=244 W=3.5" R=1450 W=3.5" R=703 W=3" Design Crit: TPI-2002(STD) /FBC o�R F PLT TYP. Wave Cq/RT=1.10 1.25 10 0 7.22. r ? •'E.......ry TY:5 FL 3 R - Scale =.375" Ft. —WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. •� T C L L 40.0 P S F REF R151-- 67961 REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 .59687 D-ONOFR IO OR.. SUITE 200. MADISON, NI 531F'I AND NT CA (W O 00 TRUSS COUNCIL Of AMERICA. 6300 ENTERPRISE LN, MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING TNESE FUNCTIONS. UNLESS OTHERWISE INDICATED, y T C D L 1 0.0 P S F DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C ATE OF a' BC DL 5.0 PSF DRW HCUSR151 06040061 "'IMPORTANT"'FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE. TO BUILD THE `Q . B C L L 0.0 P S F H C-ENG CC/AF TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING d BRACING OF TRUSSES. A� V.� DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFAP A) AND TPI. ALPINE CD N NE CTOR PLATES ARE MAOF OF 20/18/16GA (W,H/S/N) ASTM A653 GRADE 40/60 (W. N/H,S) GALV. STEEL. APPLY TOT.L D. 55.0 P S F S E 0 N 696 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCAL ED ON IH IS DESIGN. POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (t) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. a SEAL ON THIS F 9 '06 OUR R.FAC. 1.0 0 FROM 0 M P S guleeled Products,IRC. DRAWING INDICATES ACCEPTANCE OF PROFESSIONA( ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT I950I1Q8FIey DI1ve OE SIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE A pme S Y'V r:",,lai e,O d^c:311a BUIL;:.. LCMER ..: :'TPI 1 ..,::.0 I N ,,, --!4.O&___ 0 ... 1 JU , a <.::..—zo 4. I111S UWU YKtNAKtU FKUM LUMYUILK iNYUI (LUAUS N UIMLNSIUNS) SUMM111tU UI IKUSS MYK. ( J-06-0021F--- LOT 14 PARADISE PRESERVE , FL - F3 ) Top chord 4x2 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 4x2 SP #2 N BC 60 0.25 5.21 Deflection meets L/480 live and L/360 total load. Truss must be installed as shown with top chord up. 1-7-8 � 26.5" 1-7-8 1 15" Typ. 3X5= 1.5X4111 1.5X4111 3X3=— J-2 -0 X3=1-4-0 1.5X4(R) = 1 0 8 *9-1-2 2X4111 3X3= 3X3= 2X4111 L--5-5-8 Over 2 Supports R=301 R=287 W=3.5" PLT TYP. Wave Design Crit: TCI RT=1(10(1/25) 10 0) 7.22.1 FBC �� CENS •ryF Y:4 FL/ /3/ R Scale =.5" Ft. **WARNING**TRUSSES REQUIRE EKTRENE CARE IN FABRICATION, HANOI NG, SHIPPING. INSTALLING AND BRACING. T C L- 40.0 P S F REFER TO RCS[ 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TP! (TRUSS PLATE INSTITUTE. 5R3 . .59687 R E F R151-_ 67962 D'ONOFR[0 DR.. SUITE 200, MADISON, NI 53719) AND NT CA (X000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MAOI SON, NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T C D L 1 0.0 P S F DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED SU RIGID CEILING. SQ1TE OF :�Qa BC DL 5.0 PSF DRW HCUSR151 06040060 IMPORTANT PRODUP ORT NN T'.SC. HALL RNI NO TSH A BE RESPONSIBLE FORCOPY 01 THIS DISTG AHYD DEVIATION III FROM THIS SC DE SR CONTRACTOR- ANY FAILUREALPITO E I"G IN EOER ND 'R,pPtt;�<V (` ALPINE RUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. ��LE V B C L L 0.0 P S F HC-ENG C C/A F DESIGN CO NF OR NIiH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGX SPEC. BY AFBPA) AND TPI. ALPINE N/{1. CONNECTOR PLATES ARE MADE OF 20119/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (W, K/H.S) GALV. STEEL. APPLY TOT.L D, 55.0 P J F S E 0 N 899 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PEP DRAWINGS 160A-1. Alpme Engineered Products,Inc. ANY INOILATES PLATES fOFLOW" BY (i) SHALL BE PER ANNE% A3 OF TPTI-2002 SEC-3. A SEAL ON THIS F e U Q 9 0 6 D U R.FAC. 1.00 FROM P S 1950 Marl DE YC ACCEPTANCE OF PROFESSIONAL ENGINFER(NG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Lr.',.rc„nlAfiHBo : ShHUL1.. IGNFR . 'TPI 1 L__, L�`." U. o- U_ _! . 14.DI.iJ19,_ 1SDI r MIS EMU VHLPAHLU CHUM EUMPUItH INPUT (LUAU) 6 UIMLNSIUNS) SUMM111tU BY MUSS Mt H. ( J-06-0021F--- LOT 14 PARADISE PRESERVE , FL - F4 ) Top chord 4x2 SP #2 N See ANSI/TPI 1 02 Sect 7.5 for additional bracing requirements. Bot chord 42 SP #1 Dense Webs 4x2 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 120 0.25 16.08 Truss must be installed as shown with top chord up. J I 7-10-8 22" � 6-7-8 15" Type 3X5= 5X7= 3X5= 3X3= 3X3= 1.5X4111 3X5= 4X4= 1 T 0 1.5X4(R) = 1-0-8 9 1-2 2X4111 5X5= 3X5= 3X3= 3X5= 3X5= 5X5= 1.5X4 III 2X4111 16-4-0 Over 2 Supports R=898 R=886 W=3.5" FBC PLT TYP. Wave Design Crit: TC1I RT= (10( 1/25) /10(0) 7.22. aa� ENs�sti TY:6 FL/ 3 R - Scale =.37511 Ft. **WARNING**TRUSSES REQUIRE I%IREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. TC LL 40.0 P S F R E F R151-- 67963 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 No. 87 O'ONOFRIO pR.. SUITE 200. MADISON. WI 53119) ANO MICA (H000 TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. O MADISON, XI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. yy :* TC DL 10.0 P S F DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SEAL I. HAVE A PROPERLY ATTACHED as It • RIGID CEILING. r• T/�' • •'. BC DL 5.0 PSF DRW HCUSR151 06040059 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED p ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE w41`O.• B C L L 0.0 P S F H C-ENG CC/AF TRUSS IN CONFORMANCE NI TH TPI; OR FARR IC A TING. HANDLING, SHIPPING, 1N S TALL IN d BRACING OF TRUSSES. �I• DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL pESIGN SPEC. BY AFAPA) AND TPI. ALPINE �OIVAt TOT.L D. 5 5.0 P S F S E Q N 902 CONNECTOR PLATES ARE MAGE OF 20/1B/1BGA (W,H/S/R) ASTM A653 GRA BE 40/50 (W, N/H,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHER HISS LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16DA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPI1-2002 SE C.3. A SEAL ON THIS Feb 0 9 I 0 6 D U R.FAC. 1.0 0 F R 0 M P S Alpine Engineered Products,lnC. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ERG INEERING RE SPOHSIeITT TY SOLELY FOR THE TRU55 CDMPOHENI IJSO M8TI0Y n(IVC DESIGN SHOWN. HE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RE SPQXSIBILITY OF THE `'G'l 11f aL�eO .v i l8on $b Y.e,,. is BUIL ;:ti K.:IGNER ..4,'iPi 1 a..w �a., l'r,.. U,;. , L,—� C IN(.. . '4.0t. i�> Jf ... 1SU .. Z04 IH1J UWU PHLPAI(LU tHUM I,UMPUItM INPUI (LUAU) 5 UIMLNJIUNJ) bUbM1IItE, UY IHUL� Mt N. ( J-06-0021F--- LOT 14 PARADISE PRESERVE , FL - F5 ) Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 120 0.25 14.78 Truss must be installed as shown with top chord up. _� 21.376" J 6-7-8 F 6-7-8 15" Typ. 5X7= 3X5= 3X3= 1.5X4111 1.5X4111 3X3= 3X5= 5X7= T1-4-0 1-4-0 L-j9-1-2 2X4111 5X5= 3X3= 3X3= 3X3= 3X3= 5X5= 2X4111 15-0-6 Over 2 Supports _1 R=827 R=827 0-0 PLT TYP. Wave Design Crit: TCI RT=1( 10( 1/25C 10(0 7.22.FBC a -1(t . TY:1 F`L - 3 -/R/- Scale **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. T C L L 4 0.0 P S F R E F R 1 5 1 67964 REFER TO BOB.C SI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TP] (TRUSS PLATE INSTITUTE. 583 • • N 59687 B'ONOFR IO . SUITE 200, MADISON, NI 51119) AND NTCA (HOOD TRUSS COUNCIL OF AMERICA. 6100 ENTER P0.I SE LN, /` MApISON. NI SJ119) FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNIESS OTHERWISE INDICATED, TC DL 1 0.0 P S F DATE 02/09/06 i0P CHORD SHALL HAVE PROPERLY ATTACHED SiRUCiUR AI. PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED if 1{ RIGID CEILING. �' � TE O BC DL 5.0 PSF DRW HCUSR151 06040054 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PP ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE •• O•.•°• BC L L 0.0 P S F HC-ENG C C A F TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING d BRACING OF TRUSSES. •n / DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFAPA) AND TPI. ALPINE V {`•C� CONNECTOR PLATES ARE MADE OF 20/IR/16CA (W,M/S/X) ASTM 1653 GRADE 40/60 (W, NJM,S1 GA LY. ST FEL. APPLY T 0 T.L D 5 5.0 PSF S E O N 907 PLATES TO EACH IA CC OF TRUSS AND. UNLESS OT HERR ISE LOCATEU ON THIS DESIGN, POSITIO N PER DRAWINGS 160A Z. ANY INSPECTION OF PLA IES FOLLOWED BY (i) SHALL BE PER ANNEX Al OF TPII-2002 1EC.3. A SEAL ON THIS Alpine Engineered Products,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT e D U R.FAC. 1.0 0 F ROM P S 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Y.:i1fi ae 0�H3Y Yii[ig00#56 ':.,e.. B U 1 L ,_r-1 G NE R ,m TPI 1 :,. s::. ¢.;'.b..: w:: .,;:> ��.: �a.< w*r. I N '4.O ., .,,. .w J . 1SU . _Z0 .. IHIS UWU PKLPAKLU 1-KUM UUMPUILK INV UI (LUAU) S UIMLNSIUNS) SUUMIIItU MY IKUSS MEK. ( J 06-0021F- - LOT 14 PARADISE PRESERVE , FL - F6 ) Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 120 0.13 12.66 Truss must be installed as shown with top chord up. 27.374" 5-4-8 5-4-8 15" Typ. 3X6= 3X3= 3X3= 3X3= 3X3= 3X6= T T 1-4-0 1-4-0 9-1-2 2X4111 3X8= 3X3= 1.5X4111 1.5X4111 3X3= 3X8= 2X4111 1.5 13-0-6 Over 2 Supports R=717 R=717 Design Crit: TPI-2002(STD) /FBC �# V�•R;,F/s PLT TYP. Wave C RT=1.10(1.25) /10 0 7.22.1 yE`ENS'•• Y:1 FL 3 R Scare =.5" Ft. —WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. TC LL 40.0 P S F R E F R151-- 67965 REFER TO BC SI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 • No.5 O'ONOFRIO DR., SUITE 200. MADISON. H1 53719) AND CA (HOOD TRUSS CIE OUNCIL OF AMERICA, 6300 ENTERPRISE LN. y y T OPI CHORDSON. SHALL I HAVE PROPERLY ATTACHEDS STRUOCTURALPP ANELSIANDTBOTTOMU CHORD SHALLN HAVE ATPROPERLYRW I AT ACHED �* �t •*E TC DL 1 0.0 P S F DATE 02/09/06 RIGID CEILING. T E OF *Qr BC DL 5.0 PSF DRW HCUSR151 06040057 —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED p Op•••v PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE t0 BUILD THE O R�.•••'�� BC LL 0.0 P S F HC-ENG CC/AF ALPINE BUSS IN CONFORMANCE WITH TPI: Oft FABRICATING. HANDLING. SHIPPING. INSTALLING b BRACING OF TflUS5E5. DESIGN CO WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE •.NAI _ CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.IT/S/K) ASTM A653 GRADE 40/60 (W. K/H.5} GA'.V. STEEL. APPLY TOT.L D 55.0 P S F S E Q N 911 PLATES TO EACH FACE HE TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF' PLATES FOLLOWED BY (1) $HALL BE PER ANNEX A3 OF TOIL 2002 SEC.3. A SEAL OX THIS F e 0 9 '06 D U R.FAC 1.00 F R 0 M P S Alpine Engineered Products,Inc. DRAWING INDICATES AC CFPFARCE OF PROFESSIONAL ENGINEERING RESPONSIBII[TY SOLELY FOR THE TRUSS COMPONENT 1950 Marley Dlive DESIGN SHOWN. THE SUITABILITY AN USE OF THIS COMPONENT FOR ANY BUILDING IS THE RE SPONSIBILIIY OF THE -=a riceted��"k ,�fi"I" Bu1L ;;. . .IGNER .,..TPI I &4 , _, t'.'. '. ,;.,..,: •,,;; r,. :, ,., . a .i;.:, c. ., CINt,__ ,'4.0 , LII, 1SUt -ZO4� )MIS UWU PHLPAWLU YKUM I,UMVUt Lt( INHUI (LUAU) $ UIMLNJIUNS) JUHMIIILU by IHU�� MhK. ( J-06-0021F- LOT 14 PARADISE PRESERVE , FL F7 ) Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 120 0.25 10.75 Truss must be installed as shown with top chord up. 5-4-8 –� 18" 4-1-8 15" Typ. 3X5= 3X3= 3X3= 1.5X4 UI 3X3= 3X5=- 1-0 X5=1-4-0 I.5X4(R) = 1T 912 r] 2X4111 3X5= 3X3= 1.5X418 3X3= 3X5= 2X4111 11-0-0 Over 2 Supports R=605 R=592 W=3.5" Design Crit: TPI-2002(STD) /FBC .R:,�/S PLT TYP. Wave C RT=1.10(1.25) 10(0) 7.22. ••t�� HS,'* W TY:5 FL/ 3 -/ R Scale =.5" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. n� T C L L 4 0.0 P S F BEE ER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 N 5 97 R E F R 15 1 67966 D'ONOFRIO DR.. SUITE 200, MADISON. WI 53719) AND WTCA (1001 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, y * 1t- T C D L 1 0.0 P S F TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 1f DATE 02/09/06 RIGID CEILING. TATS OF •F, – (� gr BC DL 5.0 PSF DRW HCOSR151 06040055 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED / C` ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE .f�� B C L L O,O P J F H C-ENG C C/A F TRU55 IN CONFORMAN CF WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. �.•j_VV DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFSPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W, K/H,5) GALV. 5TEEL. APPLY TOT.L D. 55.0 PSF S E Q N 914 �p�Products, PLATES TO EACH FACE OF TRUSS ABU. UBLE55 OTHERWISE LOCATEX A3 OF D ON THIS DESIGN, POSITION PER DRAWINGS 160A-I- A OF IF, FOILOWE B ANN 21pnmie ince""'Products,Inc, D RA WI NGP INDICATES PACCEPTAHCE OFD PROFESSION ALL ENGINEER INGE RES P ONS IBILIT Y00 SO[EL Y3FOR THE TR USSACOMPONENi BSECL OR THIS Fe 06 DUR.FAC. 1.00 FROM PS 1950 Marley[Mve DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE ( 7 mHjC2CO x{L°.a...awn#56#0 ' U11 ::. IGNER .;, TO 1 , �.,':,... :� �•. :, , :..c , CIN�.r '4.0 ; JO, ISU1j.; Z04�[„ IH1S UWU PKtPAKtU tKUM L,UMIPUILK 1NPU1 (LUAUS 6 U1MtNSiUNS) SUbM1IItL) BY IKUSS MER. ( J-06-0021F--- LOT 14 PARADISE PRESERVE , FL F8 ) Top chord 4x2 SP #1 Dense See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N ** Webs 4x2 SP #2 N ( ) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. SPECIAL LOADS --(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TC From 506 PLF at 0.00 to 506 PLF at 10.88 CHORD SPACING(IN OC) START(FT) END(FT) BC From 10 PLF at 0.00 to 10 PLF at 11.00 BC 120 0.13 1.38 BC 120 0.13 3.88 Deflection meets L/480 live and L/360 total load. BC 120 1.38 5.19 BC 120 3.88 5.56 Truss must be installed as shown with top chord up. BC 120 5.19 6.88 BC 120 5.56 9.38 BC 120 6.88 10.63 BC 120 9.38 10.63 5-4-8 ,Nj 5-4-8 15" Typ. 5X5= 8X8= 6X10= 5X5= 6X10= 8X8= 1 4 0 T0-81 1.5X4(**) _ +912 5X5111 6X12= 5X7= 2X5111 5X7= 6X12= r. 5 X 5 III 2 X 5 III 11-0-0 Over 2 Supports J R-2839 R=2774 W=3.5" Design Crit: TPI-2002(STD) /FBC R _... PLT TYP. Wave C RT=1.10(1.25 10(0) 7.22.1 .1� � N ' TY:l FL/- 3/-/-/R/- Scale =.5" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. TC LL 40.0 P S F R E F R 1 5 1 6796 7 REFER TO BCS[ 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 .5987 D'ONOFRIO DR.. SO1TE 200. MADISON. NI 53]19) NO NTCA (HOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, : V MADISON. WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TC DL 25.0 P S F DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 3W •� RIGID CEILING. BC DL 5.0 PSF DRW HCUSR151 06040058 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P.•� /` PRODUCTS. INC. SHALL IGN: ANY FAILURE TO BUILD TBE •• B C L L 0.0 PSF HC-ENG CC/AF ALPINE TRUSS IN CONFORMANCE WITH TPI: OR FA BE RESPONSIBLE FOR ANY BE FROM THIS DESABRICATING. HANDLING. SHIPPING. INSTALLING d BRACING OF TRUSSES. [� •� DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY ALTRA) AND TPI. ALPINE V. TOT.L D 7 0.0 P S F CONNECTOR PLATE ARE MADE OF20/18/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (W. K/H.S) GAL V. STEEL. APPLY S EON 53770 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOC AT ON THI5 DESIGN. POSITION PER DR ANI NGS 160A Z. ANY INSPECTION OF PLATES FOtLOWE. BY (i) SNALL eE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS F e b '06 D U R.FAC. 1.00 F R 0 M P S Alpine Engineered Products,InC. DRAWING INDICATES ACCEPTA NCF OF PROFESSIONAL ENGINEERING RE SPONSIBIL[1Y SOLELY FOR THE TRU 55 COMPONENT 1950 Marley Dnve DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING ISIS THE RESPONSIBILITY OF THE `su_#<3{rICaCO�si es]g0#56 N� .,,'; BUILnr, .-`GNER 4 .::..rPl 1 -fr •p tlM-J w. III,-,.. ^.es �,�'.. :.... ,:.., ,... „ .. C IN(t,aa '4.0 :;..,,::: J ,..1$U r Z04 ..';. B$d - Job Information Bestcon Homes Job#: J-06-0021 { II File#: I' Salesman: John Ferguson (8 S) Designer: Philip Shoemaker Manning Building Supplies %Reportand.Dell veryAate, Job: Jacksonville, Florida 32256 jaxtruss@mbs-corp.com Date: 2/8/2006 Phone:(904)268-8225 ` Fax:(904)260-2981 PORPOISE KEY Del. Date: LOT 14 PARADISE PRESERVE -- - FL Cover Sheet A pmud Penner d Alpina Enjl-ed PrWw..U. • • • russ Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight 1 20-00-00 Al 8/0 02-00-00 2x4 08-00-00 128.7 LB 02-00-00 2x4 128.7 LB 1 19-08-08 A3 8/0 02-00-00 2x4 08-04-03 274.2 LB 00-00-00 2x8 274.2 LB 3 14-03-00 A4 8/0 02-01-15 2x4 08-05-08 109.1 LB 00-00-00 2x8 327.4 LB 13 03-04-08 A5 8/0 02-00-00 2x4 �j 03-11-03 19.6 LB 00-00-00 2x4 a 254.5 LB 1 14-08-00 131 8/5 02-00-00 2x4 06-02-11 75.5 LB 02-00-00 2x4 75.5 LB 6 14-08-00 62 8/5 02-00-00 2x4 06-06-14 61.5 LB 00-00-00 2x4 369.2 LB 1 14-08-00 133 8/0 02-00-00 2x4 06-06-14 201.5 LB 00-00-00 2x8 201.5 LB 1 13-04-00 C1 8/5 02-00-00 2x4 05-08-01 69.9 LB 02-00-00 2x4 69.9 LB 2 13-04-00 C2 8/5 02-00-00 2x4 06-01-09 58.7 LB 02-00-00 2x4 117.5 LB 2 13-04-00 C3 8/5 00-00-00 2x4 04-09-13 53.1 LB 00-00-00 2x4 106.3 LB go 1 11-11-00 D1 8/5.00 02-00-00 2x4 05-03-12 69.9 LB 02-00-00 2x4 69.9 LB 1 11-11-00 D2 8/5.00 02-00-00 2x4 05-07-15 53.1 LB 02-00-00 2x4 53.1 LB 1 17-04-08 El 8.00/0 02-00-00 2x4 07-01-08 131.5 LB 02-00-00 2x4 131.5 LB 2 17-04-08 E2 8.00/0 02-00-00 2x4 07-05-11 97.9 LB 02-00-00 2x4 195.8 LB 1 17-04-08 E3 8.00/0 00-00-00 2x4 07-05-11 95.1 LB 02-00-00 2x4 95.1 LB 2 11-11-00 E4 8/5.00 00-00-00 2x4 07-05-11 78.3 LB 02-00-00 2x4 156.6 LB HomeBASE by Alpine Engineered Products,Inc. Page 1 of 3 Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight 1 11-11-00 E5 8/5.00 00-00-00 2x4 06-01-15 75.5 LB 00-00-00 2x4 75.5 LB 1 11-11-00 E6 8/0 00-00-00 2x4 06-01-15 347.0 LB 00-00-00 2x6 347.0 LB 1 05-09-00 E7 8.0010 00-00-00 2x4 04-02-07 33.6 LB 00-00-00 2x8 33.6 LB 1 14-07-05 F1 8.00/0 00-00-00 2x4 06-02-13 97.9 LB 00-00-00 2x4 97.9 LB 3 14-07-05 F2 8.00/0 00-00-00 2x4 06-07-00 81.1 LB 00-00-00 2x4 243.4 LB 1 11-03-08 G1 8/0 02-00-00 2x4 05-05-06 50.4 LB 00-00-00 2x4 50.4 LB 1 11-03-08 G2 2 PLY 8/0 02-00-00 2x4 05-05-06 128.7 LB 00-00-00 2x8 128.7 LB xw 1 07-00-00 H1 8/0 00-00-00 2x4 04-01-07 47.6 LB 00-00-00 2x6 47.6 LB 1 20-04-04 J1 8.00/0 02-00-00 2x4 06-02-15 173.5 LB 00-00-00 2x8 173.5 LB 1 20-04-04 J2 8.00/0 02-00-00 2x4 07-08-03 125.9 LB 00-00-00 2x4 125.9 LB 1 20-04-04 J3 8.00/0 00-00-00 2x4 07-08-07 137.1 LB 00-00-00 2x4 137.1 LB 1 16-06-13 J4 8.00/0 00-00-00 2x4 08-06-00 106.3 LB 00-00-00 2x4 106.3 LB 1 14-06-13 J5 8.00/0 00-00-00 2x4 08-06-00 97.9 LB 00-00-00 2x4 97.9 LB 4 32-03-08 K1 8/5 00-00-00 2x4 10-00-00 201.4 LB 00-00-00 2x4 805.6 LB IMP 1 32-03-08 K1 GE 8/5 00-00-00 2x4 09-07-13 204.2 LB 00-00-00 2x4 204.2 LB 2 30-01-00 K2 8/5 00-00-00 2x4 15-06-12 201.4 LB MR 00-00-00 2x4 402.8 LB 1 33-07-00 K3 8/5 00-00-00 2x4 17-00-04 190.2 LB 00-00-00 2x4 190.2 LB xw 1 33-07-00 K4 8/5 02-00-00 2x4 .•®® 18-04-00 193.0 LB 00-00-00 2x4 193.0 LB 1 33-07-00 K5 8/5 02-00-00 2x4 18-07-01 233.6 LB 00-00-00 2x6 233.6 LB 1 33-07-00 K6 8/5 02-00-00 2x4 19-11-01 242.0 LB 00-00-00 2x6 242.0 LB 1 25-00-02 K7 8/5 02-00-00 2x4 18-04-05 156.6 LB 00-00-00 2x4 156.6 LB 1 23-00-02 K8 8/5 02-00-00 2x4 17-01-05 149.7 LB 00-00-00 2x4 149.7 LB 1 07-10-06 P1 8/0 00-00-00 2x4 02-07-07 36.4 LB 00-00-00 2x4 36.4 LB HomeBASE by Alpine Engineered Products,Inc. Page 2 Of 3 Qty Span Description Pitch OHL TC Size Truss O/A Height Weight TC/BC OHR BC Size Ext.Weight 4 07-10-06 P2 8/0 00-00-00 2x4 02-07-07 30.8 LB 00-00-00 2x4 123.1 LB 6 01-00-00 CA 3R 3L 8.00/0 02-00-00 2x4 02-04-03 8.4 LB 00-00-00 2x4 50.3 LB 5 03-00-00 CA 2R 3L 8.00/0 02-00-00 2x4 03-08-03 16.8 LB 00-00-00 2x4 83.9 LB 1 03-00-00 CJ3A 1R 8.00/0 00-00-00 2x4 02-04-07 11.2 LB 00-00-00 2x4 11.2 LB 5 05-00-00 CJ5 2R 3L 8.00/0 02-00-00 2x4 05-00-03 22.4 LB 00-00-00 2x4 111.9 LB 1 05-00-00 CJSA 1R 8.00/0 00-00-00 2x4 03-08-07 19.6 LB 00-00-00 2x4 19.6 LB 2 07-11-13 HJA D45 5.66/0 02-09-03 2x4 05-04-00 28.0 LB 00-00-00 2x4 55.9 LB 1 07-10-10 HJB D45 5.66/0 02-09-03 2x4 05-04-02 28.0 LB 00-00-00 2x4 28.0 LB 2 20-00-00 A2 8/0 02-00-00 2x4 08-04-03 139.9 LB 02-00-00 2x8 279.8 LB • Qty Description 30 A - HUS26 Total Commons and Hips: 73 Total Hangers: 30 Total Jacks: 21 Total Beams: 0 Total Piggy Backs; 5 Total I-Joist: 0 Total Trusses in Package: 99 Total Rim Board: 0 HorneBASE by Alpine Engineered Products,Inc. Page 3 of 3 O = 19'7" PLT HGHT BACK OF E6 EMME- RME = 11 '3"13 PLT HGHT 32'3"0 r 11 4 --� .2 10'6"10 PLT HGHT i O = 9' 1 '2 PLT HGHT I m m m p W K3 K4 N KS MANNING BLDG . SUPPLIES LLI K6 0 T - - -- -'----------- 11155 PHILLIPS PKWAY PH# 268-8225 CCU 0 JAX. FLA. 32256 L 5 m I v G) N y K8 J4 w a J3 CL 1 J2 I 1. DO NOT CUT OR ALTER TRUSSES, UNLESS w N W APPROVED BY TRUSS OFFICE co-�z o m J1 N 2. VERIFY ALL SPANS AND AMOUNTS, AS N a p w J I TRUSSES WILL BE BUILT IN STRICT ply £ p r _ F2 x ( ACCORDANCE WITH THIS LAYOUT £w CE: N U) - CJ I 3. NO BRCKCHRRGES ALLOWED, UNLESS APPROVED ON= O m _ 1 - I IN WRITING BY TRUSS PLANT MANAGER = tZ S mJ n F1 A 1 1 4. APPROVED BY C(n p 3'Y'9 L p[-ti z3- n L 1 --- I APPROVAL DATE: C)0 £ m N DEL. DATE UI� '-S ¢ ¢ ¢� 16'11"2 34 0-0 ' -- --14' -I f---7 10"12--{-- 14'7"4 5'9" 81 --I--6' .. .. .. .. .. FRCE OF B3 BRCK OF G2CK OF FACE OF 3 G'Z Cn CY Z 28'3" -----f—7' -- �-4- { E-LLJ Z wz O LLJ CE: 1-CC CD U) 57' F-( Q_CD w n�--�O co(f7 J o0'0=wCE: UU OG) co Lu 0 JOB N0: J-06-002 PAGE NO: 1 OF 1 i 4 a. op , � s 4w +ew Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Florida Certificate of Product Approval#FL 1999 Page b of 1 Document ID:ISUK151-Z0309155932 { Truss Fabricator: ti Manning Building Supply Job Identification: J-06-0021--- LOT 14 PARADISE PRESERVE FL (LOT 41 PARADISE PRESERVE , FL) Truss Count: 4$ Model code. Florida Building Code Truss Criteria: ANSI/TPI-2002(STD)/FBC EngineeringSofiware: Alpine Software,Versions 7.22, 7.24. .. Structural Engineer of Record: Address: . Minimum Design Loads: Roof - 29.0 PSF @ 1.25 Duration Floor - N/A X= Wind 120 MPH ASCE 7-02 -Partially Enclosed ,rim= e Notes: 1�744 l al!02/094006 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of Trus`sHesignnganee record, as defined in ANSI/TPI 1 ArthurlA-F=3ner 2. The drawing date shown on this index sheet must itch the date shown Florida License Number:59687 1950 Marley Drive on the individual truss component drawing.. k Haines city,FL 33844 3. The loads indicated on all referenced girdeh trl�sesrar consistent with the truss layout provided i° f r'en a ` t identification. Loads applied by non-tru4ls by Manning Building Supply for the above elements and basic load parameters are to be Ce1twe � dproved by the E0R/building designer. 4. As shown on attached drawings; the drawinglluartber{ s preceded by HCUSR151 Details: 140GC-GBLLETIN 11 Yl 01 1 67912 Al 4604"006 020906 5€ ;' } 7945 ( 06040082 02'/09/06 2 67913--A360009 02 �9"Oi; f4 3579 ¢ 06040079 02/09/06 3 67914--A4 0�0�4091'16 (?20906 6 ` 67947K8 06040070 02/09/06 4 67915--A5 <, 0600095 ,0209/06 37 6794$ $*1C 06040065 0 /09/06 5 67916 B1 060078 02Q9/0fi 38" f,79d� K8 06040088 02/09/06 6 67917--B2 060083 ` 2/006 39 X7950 A �`� � `` A6040126 0209/06 7 67918= B3 � �` z �`66G 8 0 /09 06 , �" 4i} `f,195I -P1 �� Y i}F040099 02/09/06 8 67919- C1 ' �� ' s',10401A0 O. Q9/06 Ali 6195 P2 600072 02/09/06 9 67920- 2 �. x> � 040fl .,�,02/19 6 r ' ' °„ 7953 �C l 3R 'r � ,t. 109/06 0 , L 6040106 OZ �10 _ 67921Mi 06040084 02(09/06 .. ' 3 "5�95 --C2R 3L` �r {1t11U 0209/06 ,11 67922 -t1 `� ..�.,° 06040093 02/09/06 44 67955--CJ3A 1R040Q16 0 /09/06 2 ykI792302 06040065 02(09/06 4567956--CJ5 2R 3L Ob040Ik 3 09/06 13 , 724 " El 06040069 02/09/06 4667957--CJ5A 1R 06040096 ^4.9/06 i 4 '14x'925--E2 06040103 02/09/06 47 67958--HJA 045 06040090 0') {19/0.6 5 67926 -E3 06040073 02/09/06 1 48 67959--HJB D45 06040102 02 09 06 16 67927--E4 06040087 02/09/06 ; 17 67928--E5 06040071 02/09/06 18 67929--E6 06040107 02/09/06 19 67930--E7 06040075 02/09/06 20 _67931-41 06040077 02/09/06 91 67932-42 06040086 02/09/06 22 ,67933--G1 06040125 02/09/06 23 67934-G2 06040068 02/09/06 i 24 67935--,Hl 06040080 02/09/06 t5 67936 -J1 06040094 02/09/06 26 67937--J2 06040074 02/09/06 27 67938--J3 06040085 02/09/06 �8 67939--J4 j 06040092 02/09/06 29 67940--J5 06040093 02/09/06 0 67941-41 06040127 02/09/06 1 67942-41 qE 06040067 02/09/06 32 67943-42 I 06040098 02/09/06 33 '67944--K3 ,1 06040081 020906 ' j Ia M PIN itIII milli Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Page I of Document ID:I SUK15 I-ZO309155932 Truss Fabricator: Manning Building Supply Job Identification: J-06-0021--- LOT 14 PARADISE PRESERVE FL (LOT 41 PARADISE PRESERVE FL) Truss Count: 37 Model Code: Florida Building Code Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Versions 7.22, 7.24. Structural Engineer of Record: Address: Minimum Design Loads: Roof 29.0 PSF @ 1.25 Duration Floor N/A Wind 120 MPH ASCE 7-02 -Partially Enclosed Notes: Seal Date:02/09/2006 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 Arthur R.Fisher Florida License Number:59687 2. The drawing date shown on this index sheet must match the date 1950 Marley Drive shown on the individual truss component drawing. Haines City,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Revised Trusses Ref Description Drawing# Date 1 67913--A3 06040089 02/09/06 2 67914--A4 06040097 02/09/06 3 67915--A5 06040095 02/09/06 4 67916--B1 06040078 02/09/06 5 67917--B2 06040083 02/09/06 6 67918--B3 06040108 ,02/09/06 7 67919--C1 06040100 02/09/06 8 67920--C2 06040101 02/09/06 9 '67921--C3 06040084 02/09/06 10 67922--D1 06040093 02/09/06 11 67925--E2 06040103 02/09/06 12 67926--E3 06040073 02/09/06 13 67927--E4 06040087 02/09/06 14 67929--E6 06040107 02/09/06 15 61930--E7 06040075 02/09/06 16 67931--F1 06040077 02/09/06 17 61932--F2 06040086 02/09/06 18 67935-11 06040080 02/09/06 19 67936--J1 06040094 02/09/06 20 67937--J2 06040074 02/09/06 21 67938--J3 06040085 02/09/06 22 67939--J4 06040092 02/09/06 23 61940--J5 06040091 02/09/06 24 67943--K2 06040098 02/09/06 25 67944--K3 06040081 02/09/06 26 67945--K4 06040082 02/09/06 27 67946--K5 06040079 02/09/06 28 67949--K8 06040088 02/09/06 29 67951--P1 06040099 02/09/06 30 67952--P2 06040072 02/09/06 31 67953--CJ1 3R 3L 06040106 02/09/06 32 67954--CJ3 2R 3L 06040105 02/09/06 33 67955--CJ3A 1R 06040076 02/09/06 34 67956--CJ5 2R 3L 06040104 02/09/06 35 67957--CJ5A 1R 06040096 02/09/06 36 67958--HJA D45 06040090 02/09/06 37 67959--HJB D45 06040102 02/09/06 llllllllVIIIIII"Illll'IIVIIIIIII tHIS UWU VKtMAKtU YKUM UUMYUItK 1NYU1 (LUAUS 6 U1MLN�)lUNS) 5UMM11ItU UT IRUJJ MFH. ( J-06-0021-- LOT 14 PARADISE PRESERVE , FL - Al ) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT I1, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #2 N BC DL-5.0 psf. Deflection meets L/480 live and L/360 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) SEE DWGS HCUSR001 02086015 FOR MORE REQUIREMENTS BC 75 0.15 19.85 4X4= 8 8 F— 3 X 3 3X3! 3X3 912 2X4(A1) = 3X311 2X4(A1) L<-2-0-0-3J 1----2-0-0-3J 0 4-neo 15 8-6-2 _I, 8-8-1 ol,1n`a�l s I=I_ I, LE 20-0-0 Over Continuous Support R=109 PLF U=58 PLF W=20-0-0 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: TPI 2002(STD) /FBC �`�`r,..GE�••..,s'�.� PLT TYP. Wave C RT=1.00(1.25) /10(0) 7.22. :t F••. Y:1 FL 3 R/- Scale -.3125"/Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. NO. 9687 T C L L 20.0 P S F R E F R151-- 67912 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 581 D'ONOFRI0 DR.. SUITE 200, MADISON, NI 53 19) AND HiCA (MOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE L.N, y ' MADISON, NI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED. T C D L 7.0 PSF DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AL BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED a ATG OF RIGID CEILING. P @g BC DL 10.0 PSF DRW HCUSR151 06040064 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED OR, '�.•`'c`��` ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIL OBE TO BUILD THE '• Y'� B C L L 1 0.0 P S F H C-ENG CC/AF TRUSS IN CONFORMANCE NI TH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING& BRACING OF TRUSSES. OF SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20JIS/16GA (W,H/S/K) ASTM A653 GRADE 60/60 W. R/H,S) GA LV. STEEL. APPLY TOT,LD. 47.0 P S F S E A N 53517 PLATES TO EACH FACE OF ATETRUSS AND. UNLESS OSITTHERWISE LOCA' tEO ON THIS DESIGN. POSITION PER DRAWINGS IIIA-1- N Alpine Engineered Products,Inc. DRANINGPINDIOATES PIT ACCEPTANCEOOFDPROFESSIONALLENGINEERINGFRESPONSINILITY1111- 00SOLELY3FOR THE TRUSSACOMPONENT L HISF e D 6 D U R.FAC. 1.25 FROM P S 1950 Myarrley Drive DESIGN SHONN. tHE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING [S THE RE SP UNSI B[LI TY OF THE 4:a�;,:1-,Aficate ,,..,Jon#561:.,;, ,.:! Buu� ,.IGNeR VC__ ,�T P I I IC..,. �.,s: ;- ,. :. ;:. � � .: �t �,r'E�. ,.. �:__.;CIN(�._, ,.'4.Q ,�:, : J� ISD t, .,::._Z03[ -1. ( J-06-0021 LOT 14 PARADISE PRESERVE FL A3 H1J UWb NKLPAKtU tKUM L.UMPUItK 1NPU1 (LUAU) 5 U1MLNJILNJ) JUDMIIItU UY IRUJ� MtR. ) Top chord 2x4 SP #2 N Bot chord 2x8 SP #1 Dense 2 COMPLETE TRUSSES REQUIRED Webs 2x4 SP #2 N Nailing Schedule: (0.131"x3"_Gun,_nails) Top Chord: 1 Row @12.00" o.c. SPECIAL LOADS Bot Chord: 1 Row @12.00" o.c. ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Webs : 1 Row @ 4" o.c. TC From 57 PLF at -2.16 to 57 PLF at 20.00 Use equal spacing between rows and stagger nails BC From 5 PLF at -2.16 to 5 PLF at 0.00 in each row to avoid splitting. BC From 40 PLF at 0.00 to 40 PLF at 5.33 (1) 112" bolts MAY BE USED FOR (2) 0.131"x3"-Gun-nails ON BC From 110 PLF at 5.33 to 110 PLF at 14.85 THE BOTTOM CHORD ONLY. BC From 40 PLF at 14.85 to 40 PLF at 20.00 BC 818 LB Conc. Load at 14.09 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, PART. ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Deflection meets L/480 live and L/360 total load. DL=3.5 psf, wind BC DL-5.0 psf. LOADING HAS BEEN CALCULATED BY THE TRUSS MANUFACTURER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO CHORD SPACING(IN OC) START(FT) END(FT) VERIFY AND APPROVE THE LOADING. BC 120 0.15 19.85 5X5= 1.5X4111 81.5X4111 8 r 9-1-2 3X5= 10X10= 3X5(Al) = 3X5(A1) L--2 0-0�lj 10-0-0 I 10-0-0 20-0-0 Over 2 Supports R=1673 U=941 W=3.5" R=1876 U=1055 W=3.5" Design Crit: TPI-2002(STD) /FBC �`'��► .•• R•F�S,S, PLT TYP. Wave Cq RT=1.00(1.25) 10(0) 7.22.1 �EN`SF' Y:1 FL 3/-/ R/- Scale -.25"/Ft. -WARNING-TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. N0.5 T C L L 20.0 P S F R E F 8 1 5 1 67913 REFER TO BCST 1 03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D D'ONOFRI0 DR.. SUITE ZOO, MADISON, WI 53119) AND MICA (N OOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. (` MA pl SO% NI 53]19) FOR SAFETY PRACTICES PRIOR i0 PERFORMING THESE FUNCTIONS. UNLESS OT HERNISE INDICATED, • _� T C D L 7.0 P S F DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 1: • OF RIGID CEILING. r '<vQ€' BC DL 10.0 PSF DRW HCUSR151 06040089 *'IMPORTANT'*FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AIPtNF ENGINEERED q�Op �� A L P I N E PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; qNY FAILURE TO BUILD THE ^� �\ B C L L 1 0.0 P S F HC-ENG C C/A F TRUSS [N CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SNIPPING. IXSta LL NG d BRACING OF TRUSSES. N DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIO NAI. pESIGN SPEC. BY AFBPA) ANO TPI. ALPINE CONNECTOR PLATES ARE MADE OF 2O/18116GA (W.H{S/K) ASTM A653 GRADE 40/60 (W. K/H.S) GALV. STEEL. APPLY TOT.LD. 47.0 P S F S E Q N 832 R E V ♦� TT,Y, PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PFR DR A NI NGS 16OA-Z. A1Pme Engineered Pro`duci$,lllc. ANY INSPECTION OF PLATES FOLLOWED BY (;) SHALL BE PER ANNEX A3 OF TP11-2002 SEC.3. A SEAL ON THIS F e b 09 '06 OUR.FAC. 1.25 F R 0 M P S Ine M8[j oduDrivDRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT BE SIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE xFo->yfica�teo ......s':'.10D 56 .:' i BUIL= .::1GNER t"y TPI I tV j. CIN( 4.0 J : .. 1SU Z03 IMIJ UWU HHtHAHtU CHUM UUMeUitH INV U1 (LUAU) h UIMtfl JIU%J) JUbMIIILU by IH<nJ MVH. ( J-06-0021-- LOT 14 PARADISE PRESERVE , FL A4 ) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x8 SP #1 Dense Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind Webs 2x4 SP #2 N BC DL-5.0 psf. SPECIAL LOADS Right end vertical not exposed to wind pressure. --(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 57 PLF at -2.32 to 57 PLF at 14.25 H = recommended connection based on manufacturer tested BC From 5 PLF at -2.32 to 5 PLF at 0.00 capacities and calculations. Conditions may exist that require BC From 40 PLF at 0.00 to 40 PLF at 5.35 different connections than indicated. Refer to manufacturer BC From 110 PLF at 5.35 to 110 PLF at 13.96 publication for additional information. BC From 40 PILE at 13.96 to 40 PLF at 14.25 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/480 live and L/360 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.15 14.25 5X5= ---1 8 1.5X4111 1.5 X 4 III s (- 4-2-7 912 3X8= 3X3=- 4X4 X3=4X4(Al) I, 10-0-0 ,I, 4-3-0 _I 14-3-0 Over 2 Supports R=1044 U=415 W=3.5" R=1077 U=383 H=Simpson LUS26 w/ (4) I-Od Common, 0.148"x3.0" nails in Truss w/ (4) 10d n .148"x3.0" nails in Girder Design Crit: TPI-2002(STD) /FBC Girder lA`,<�(�D IF/ ►y 0. Girder PLT TYP. Wave C RT=1.00(1.25) /10(0) 7.22.1 � ''GENSF•.,E` Y:3 FL/ 3/- -/R/- Scale =.25"/Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. .59V87 T C L L 20.0 PSF F R E F R 1 5 1 67914 REFER TO SCSI 1-03 (BD IEDI NG COMPONENT SAFE iY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 4 D'ONOFRIO OR.. SUITE 200. MADISON, WI 53]19) AND WiCA (N000 TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, 1 MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, *: 7I{ E TC DL 7.0 PSF DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. S�,G OF w *tv�' BC DL 10.0 PSF DRW HCUSR151 06040097 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FI R�Qp:'�� A L P I N E PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS RESIGN: ANY FAILURE TO BUILU THE `O w �• \ B C L L 10.0 PSF HC-ENG CC/AF TRUSS IN CONFORMANCE WITH TPI: ON FABRICATING, HANDLING. SHIPPING. INSTALLING 8 BRACING Oi TRUSSES. NA{Cr DESIGN CON" ORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFaP A) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16 GA (W,H/S/K) AS A653 GRADE 40/60 (W, K/H,S) CAI V. 5TEF1. APPLY T D T.L D. 47.0 P S F S E O N 836 R E U PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI1 2002 SEC.3. A SEAL ON THIS Feb 09 '06 OUR.FAC. 1.25 FROM P S Alpme Engineered Products,Inc. DRAWING INDICA T FS ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT "SO MarleyD ive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE SUI Gficae BUI :;....;SIGNER � ,: w/TPI l x ..i, u x ,,,.. '..i. '; e,_,CINS„ 24. ..,:.,:.:. J 1S1. ..,. :._ZD ,, IM15 UWU -Kt FAR LU FMUPI I.UMYUILH INV UI (LUAUS 8 U1MIFNSIUN5) SUUM111LEI DY INUSS MI-K. ( J-06-0021--- LOT 14 PARADISE PRESERVE , FL - A5 ) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #2 N BC DL=5.0 psf. H = recommended connection based on manufacturer tested Right end vertical not exposed to wind pressure. capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: publication for additional information. CHORD SPACING(IN OC) START(FT) END(FT) BC 39 0.15 3.38 Deflection meets L/480 live and L/360 total load. 1.5X4111 2-7-7 8 9-1-2 1.5X4111 2X4(Al) R=109 U=180 H=Simpson LU24 w/ (2) 10d, 0.148"x1.5" nails in Truss w/ (4) 10d Common, 0.148"x3.0" nails in Girder —2-0-0� Girder is (1)2X6 min. So.Pine 3-4-8 Over 2 Supports R=346 U=180 W=3.5" Design Crit: TPI-2002(STD) /FBC RE•S�Sy�, PLT TYP. Wave C RT=1.00(1.25 10(0) 7.22. :�1� /��pF'•..�p Y:13 FL -/3/ / /R/ Scale =.5" Ft. *11111 11 BCSIT1u03E(BUILDING COMPONENTUIRE EXTREME ARE IN SAFETYFINFORMATIOON).HFURLISHED BYITPING.(TRUSSIPLATEGINSTDITBUTE'NG. 583 No .7607 TC LL 20.0 PSF REF 8151 67915 D'ONOFRIO DR.. SUITE 200. MADISON, HI 53]19) AN NTCA (HOOD IN COUNCIL OF gMERICA, 6300 ENTERPRISE LN, MADISON. NI 53]19) FOR SAFELY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. is T C D L 7.0 P S F DATE 02/09/06 t0P CNO RD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED $ • �, OF RIGID CEILING. A� ;'��:� BC DL 10.0 PSF DRW HCUSR151 06040095 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED . ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE 0 BC LL 10.0 P S F HC-ENG CC/AF TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, IT NOLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. OESI GN CONFORMS WITH APPLICABLE PROVISIONS OF NDS.(NATIONAL DESIGN SPEC. 8Y Al A) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRADE 40/60 IN. K/H.S) GALY. STEEL. APPLY TOT.LD. 47.0 P S F S E O N 53627 R E V PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A Z. ANY ECTION OF LATES BE X A3 OF AIme En ineeIrd Products,Inc. DRAWING INDICATE PACCEP LANCE OF OPROFESSTONA LL EN GINEFRINGE RESPONSIBILI fY0050LELY3 FOR THE TRUSSACOMP OMENT P B L ON THIS Fe 9 '06 DUR.FAC. 1.25 FROM PS 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR AHY BUILDING IS THE RE SPO N5I BI L I TY OF TO �`Tl ct'v GlIt2L�e ..L'!it Ill,#594 ... BU ,;, ..;'IGNCR a:/TPI 1 ' `.: _,<: .. ... �.-;: ,. ..� .: c: 1 ...'.:_.,:: x . :,..CIN ?4.0( ,.„r-h J 151Y,_ . ZOO,.. IFISJ UWU PKtPAKLU THUM (,UMPUtLK INYUI (LUAUS K U1MtNJIUV1) JUMM111tU MY IKUJJ MTB, ( J-06-0021--- LOT 14 PARADISE PRESERVE , FL B1 ) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind Webs 2x4 SP #2 N BC DL-5.0 psf. Gable end supports 8" max rake overhang. Deflection meets L/480 live and L/360 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Shim all supports to solid bearing. CHORD SPACING(IN OC) START(FT) END(FT) BC 93 0.15 14.52 SEE DWGS HCUSR001 02086015 FOR MORE REQUIREMENTS 4X4=- 1.5 X 4 111 X4=1.5X4111 1.5X4111 8 12-0-5 3X3 5X7(R) III 3 X 3 5X7-0� 5 L— 5 X 7 5 1.5X4111 2X4(Al) 0 1.5X4 III 2X4(Al) 9-1-2 L-- 2-0-0 -(E 3-9-12 3911F 7-0-8 �� ----2-0-0� IE ,I,1-5-8-1— 5 2 1 �1E 5-2-1 ,I,1 5 B �`$ 0 C 7-4-0 T 7-4-0 14-8-0 Over 4 Supports R=403 U=283 W=3.5" R=65 PLF U=53 PLF W=7-0-8 R=403 U=283 W=3.5" R=62 PLF U=27 PLF W=7-0-8 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 7.22. ENS'•yE' TY:1 FL 3 R - Scale =.375" Ft. —WARNING—TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F 8 1 5 1 67916 REFER TO BCS) 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY LEE (TRUSS PLATE INSTITUTE. 503 ! 0.596 7 •• D'ONOF R[0 DR.. SUITE 200, MA0150N. WI 53)19) AND WTCA (MOOD iRllsS COUNCIL OF AMERICA. 6300 ENIERPRI SE LN, TIOPI CHORDW SHALLS HA VEOPROPERLT ATTACHEDS STRUCTURALPPANELSIAND T ROTE MU CHORDNCTION SHALL N HAVE ATPROPERLYRWISE ]ADTTACHED TC DL 7.0 PSF DATE 02/09/06 r. RIGID CEILING. OF j Q BC DL 10.0 PSF DRW HCUSR151 06040078 —IMPORTANT'*FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED OR,pP�Z� ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANT FAILURE TO BUILD THE G� BC LL 10.0 PSF HC-ENG CC/AF TRU 55 IN CONFORMANCE WITH TPI: OR FABRICATING, "A"BE ING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. •' ��. DESIGN CONFORMS WITN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF BPA) ANO TPI. ALPINE {�- CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/5/K) AS IN A653 GRADE 4Dj60 (W, K/H,S) GAIN. STEEL. APPLY TOT.L D 47.0 P S F S E Q N 53496 R E V PLATES A INSTO EACH FACE OF TLAT"RUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. Alpme Engineered Products,Inc. DRAWINGPIHDIOATES PACCFPTANCEOOFOPROFE55IONALLENGINEERINGERESPON5IB1LIlY00SOLELV3FOR IHE TRUSSACOMPONENT T T Feb 09 '06 D U R.FAC. 1.2 5 FROM PS 1950 Marley[hive DES TGN SHOWN. THE SUITABILITY ANB USF OF THIS COMPONENT FOR ANY BUILDING [S THE RESPONSIBILITY OF THE �n/��t 11 R.7f`k�'de Ufio�al�e iYsLllaon#56��, _ BUT :$":.., IGNER ,TPI 1 1. It ., t' , �..e. .. .CIN ; '4. _!dC ;, ,: 1SU ;,. .,._Z O✓ ., I M I J UWU NKtt'AKLU -KUM I.UMPUILK 1NPU I (LUAU) h I)IMLN�,IUN�,) JUbM11ILU by IKUJJ MIK. ( J-06-0021--- LOT 14 PARADISE PRESERVE , FL - B2 ) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #2 N BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/480 live and L/360 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 90 0.15 7.33 BC 87 7.33 14.52 5X5= 8 5X7(R) III 8 5L— 5 9 1-2 2X5(A1) % 2X5(A 1) L-2-0-0� 7-4-0 �iE 7-4-0 14-8-0 Over 2 Supports R=861 U=447 14=3.5" R=712 U=361 W=3.5" PLT TYP. Wave Design Crit: TC1 25 I RT= (00 ( 1/ C 10 0 7.22. _TY TY:6 FL 3 R - Scale .375" Ft. *`WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. TC LL 20.0 P S F R E F R151-- 67917 REFER TO BC SI 1-03 (BUILDING COMPONENT Ni SAFETY INFORMA TION). PUBLISHED BY iPl (TRUSS PLATE INSTITUTE, 583 D'oNOFR[0 DR.. SUITE 200, MADISON. WI 53]19) ANO WTCA (W000 TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. N .59687 MADISON. WI 53]19) FOR %1"'I'IRA PRIOR TO PERFORMING tHESE FUNCTIONS. UNLESS OTHERNISE INDICATED. $y T C D L 7.0 P S F DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED l� RIGID CEILING. t TE f@= BC DL 10.0 PSF DRW HCUSR151 06040083 **IMPORTANT**FuRNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 'e., L� ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE �`� B C L L 1 0.0 P S F H C-ENG CC/AF TRUSS IN CONFORMANCE WITH TPT: OR FABRICATING, HA N OF ING, SHIPPING. INSTALLING b BRACING OF TRUSSES. n OE S[GN CONFORMS W[TH APPLICABLE PROVISIONS 0f NOS (NAZI OVAL DE SIGH SPEC. BY AFTOP A) AND TPI. ALPINE Y CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W, K/H.S) GALV. STEEL. APPLY TOT.LD. 47.0 P S F S E O N 53499 R E V PLATES t0 EACH FACE OF TRUSS AND, UNLESS OTHERWISE 1.0 CATED ON THIS OF SIGN, POSITION PER DRAWINGS 160A-Z. PER Alpine Engineered Pmducts,Inc. DRAWINGANY PINOICAIES OF PLATES ACCEPIANCEOOFDPROFESSIOHALLENGINEERINGEX A3 OF FOIL RESPONSIBILITYDDSOLELY3FOR THE TRUSSACOMPONENT Fe b '06 D U R.FAC. 1.25 FROM P S I9N)IYIbTICy116- DESIGN SHOWN. THE SUITABILITY A(NO USE OF THIS COMPONENT FOR ANY BUILUTNG IS THE RESPONSIBILITY OF THE ti fiaeo� ¢i8on#56 BUT! ?: _ IGNER ,.,.srPt 1 �., ,..•. �.,._ �..,;,.,a i �'-_ . 11.>; i „,,:CINj, .. ,, 1$U �e 4.0 M.. _ r _ZO , IHIS UWU MKLVAHLU CHUM L,UMVUILK 1NPUI (LUAUS h U1Mt NSI UINJ) JUb MIIILU dY IHU�J MLH. ( J-06-0021--- LOT 14 PARADISE PRESERVE , FL - 83 ) Top chord 2x4 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x8 SP #1 Dense Webs 2x4 SP #2 N Nailing Schedule: (0.131"x3"_Gun_nails) Top Chord: 1 Row @12.00" D.C. SPECIAL LOADS Bot Chord: 1 Row @12.00" o.c. -- (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Webs : 1 Row @ 4" o.c. TC From 57 PLF at -2.16 to 57 PIF at 14.67 Use equal spacing between rows and stagger nails BC From 5 PLF at -2.16 to 5 PLF at 0.00 in each row to avoid splitting. BC From 40 PLF at 0.00 to 40 PLF at 14.67 (1) 112" bolts MAY BE USED FOR (2) 0.131"x3"-Gun nails ON BC 700 LB Conc. Load at 3.53 THE BOTTOM CHORD ONLY. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, PART. ENC. bldg, not CHORD SPACING(IN OC) START(FT) END(FT) located within 4.50 ft from roof edge, CAT II, EXP C, wind TC BC 120 0.15 14.52 DL=3.5 psf, wind BC DL=5.0 psf. LOADING HAS BEEN CALCULATED BY THE TRUSS MANUFACTURER. 4X4=— Deflection meets L/480 live and L/360 total load. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO VERIFY AND APPROVE THE LOADING. 8 1.5X4 1.5X4 8 F_ 912 5X7= 4X4(Al) = 4X4(Al) �--2-0-0--->J I, 7-4-0 _I, 7-4-0 14-8-0 Over 2 Supports R=1384 U=778 W=3.5" R=864 U=486 W-3.5" PLT TYP. Wave Design Crit: TC1I RT= (00( 1/25) /10(0) 7.22.10 TY:1 FL/ 3 R - Scale =.375" Ft. **WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. TIC L L 20.0 P S F R E F R 1 5 1 67918 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. $83 Na 9657 D'ONOFR R1O DR.. SUITE 200, MADISON. NI 53]19) AND WT CA (HOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, O MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHEftHI6E INDICATED, y e !* TIC D L 7 D P S F DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 1{ " RIG10 CEILING. TE OF :�-;' BC DL 10.0 PSF DRW HCUSR151 06040109 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED '��. Q:Z� A L P I N E PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE VVV B C L L 1 0.0 P S F HC-ENG C C/A F TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING b BRACING OF TRUSSES. S DESIGN CONFORMS WITH AP PI.IC ABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF3PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRATE 40/60 (W, K/H.S) CAL V, STEEL. APPLY TOT.LD. 47.0 P S F S E O N 53505 R E V PLATES TO EACH FACE OF TRUSS ANT. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. Alpine Engineered Products,Inc. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF fPll-2002 SEC.3. A SEAL ON THIS P 81950 Marl Drive DRAWING iN01CATES ACCEPTANCE OF PROf'ESSIOMAL ENGINEERING RESPONSItl[fITY SOLELY FOR THE TRUSS COMPONENT e D U R.FAC. 1.2 5 FROM P S E DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE �°va, ar ficalaineof Rlon#s6 44 BUIL . .,;;IGNER PE .�, rP1 1 i 1_1 t"'1_1., tl, " i#,:.;..,s �_.,.�.. ,� 1� x, :.._ cIN ..,.�4.0 ..;. dru.., u;lsur ��=. IMIJ UWU MKtPAKtL) FKUM (,UMYUItK 1NMU1 (LVAUJ G UIMtNJIUN�) JUMMIIILU CY IKU�J MFK. ( J 06-0021--- LOT 14 PARADISE PRESERVE , FL - C1 ) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #2 N BC DL-5.0 psf. Gable end supports 8" max rake overhang. Deflection meets L/480 live and L/360 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Shim all supports to solid bearing. CHORD SPACING(IN OC) START(FT) END(FT) BC 84 0.15 13.19 SEE DWGS HCUSR001 02086015 FOR MORE REQUIREMENTS 4X4=- 1.5X4 111 X4=1.5X4111 1.5X4111 8 8 3X3@ 3X30 11-9-0 5X70 5 X 7(R) III 5 X 7 2X4(A1) 0 1.5X4111 1.5X4111 2X4(A1) 5 L— 5 9-1-2 L<-2-0-0 3-5-12 �lE 6-4-8 —I �JL<-2-0-0� IE-6 E_1,1-7-7 J, 4-4-2 SIE 4-4-2 _1_1-7-8 j,8"I I 6-8-0 1 6-8-0 13-4-0 Over 4 Supports R-365 U=257 W=3.5" R=60 PLF U=50 PLF W=6-4-8 R=68 PLF U=29 PLF W=6-4-8 R=365 U=257 W=3.5" FBC PLT TYP. Wave Design Crit: TCI RT=1( 00( 1/25 ) 10(0) 7.22.1 � "R"f�Sy TY:1 FL/-/3/-/-/R/- Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. Q'�' T C L L 20.0 P S F R E F R 15 1 67919 REFER TO BCSI 103 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S83 I.ONOF RIO DR., SOTTE 200. Ma RL' 'N. WI 53719) AND WICA (HOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, : No�9667 .: MADISON. WI 51719) FOR 9AFE11 PRACTICES PRIOR TO PERFORMING THESE FONCTIONS. UNLESS 07 MIR MI SE INDICATED. y T C D L 7 Q P S F DATE 02/09/06 IOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED * if RIGID CEILING. C TA F Q= BC DL 10.0 PSF DRW HCUSR151 06040100 '*IMPORTANT**F ORNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �r A L P I N E PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM IHIS DESIGN; ANY FAILURE TO BUILD THE ` B C L L 1 0.0 P S F HC-ENG C C/A F TRUSS IN CONFORMANCE WItH TPI: OR FAR G. HANDLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. RESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (MATTONaL DESIGN SPEC, BY AT AND TPI. ALPINE •O A1. CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W,'K/H.Si GAIV. STEEL. APPLY TOT.LD. 47.0 P S F S E O N 53485 R E V PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOHED BY (i) SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS Al Inc Engineered Pro(ducts,Inc. BRAWLNG INDICATES ACCEPTANCE Of FE SI ENGINEERING RESPONSI8ILITV SOLELY FOR THE TRU 55 COMPONENT F e O 6 D U R.FAC. 1.25 F ROM P S )95�Marley DnVe DESIGN SHOWN. THE SUITANILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY Of THE -bines BDI I 1GNER t. PI T ,,: U:a. t U ,: t", .. CIN ,,,. X4.0 ...,, � �, 1su :..... zoo I111J UWU t'KLVAKLU tKUM I.UM1'111tK 1NYU1 (LUAU) h U1MLNJ1UN�) JUb MltltU t1Y IRuJJ MtK. ( J-06-0021--- LOT 14 PARADISE PRESERVE , FL - C2 ) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #2 N BC DL=5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/480 live and L/360 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 84 0.15 13.19 5X5= 8 $ F— 5X7(R) III 5 L— 5 9-1-2 2X4(Al) % 2X4(Al) L-- 2-0-0--->J �-2-0-0� 6-8-0 a�F 6-8-0 ,I 13-4-0 Over 2 Supports R=786 U=407 W=3.5" R=773 U=399 W=3.5" Design Crit: TPI-2002(STD) /FBC "trN) •R:.F�Sy PLT TYP. Wave C RT=1.00(1.25)/10(0) 7.22.11 NS•••.ac Y:2 FL - 3 R Scale =.375"/Ft. **WARNING— TRUSSES REQUIRE EXTREME CARE IN FAMRICAIION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 2 0.0 P S F REFER TO BCS. 103 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 N .59687 R E F R 1 5 1 67920 O'ONOFR IO DR., SUITE 200, MADISON. WT 53]19) ANO NTCA (W000 TRUSS COUNCIL OF AMERICA, B300 ENTERPRISE LN, MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. IT OTHERWISE INDICATED, * T C D L 7.0 P$F DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED K RIGID CEILING. TATE OF BC DL 10.0 PSF DRW HCUSR151 06040101 **IMPORTANT**FURNI SM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Off•'�v ALPINE PRODUCTS, INC. SHALL NOT BE RE SPONSOR F FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE �w•••_�� B C L L 1 0.0 P S F H C-E N G CC/AF TRUSS IN CONFORMAMC[ WI TN TPI: OR FABRICATING, HANDLING. SNIPPING. INSTALLING 8 BRACING OF TRUSSES. AALL�l� DESIGN CONFORMS WITH APPIICABLE PROVISIONS OF.NDS (NATIONAL.DESIGN SPEC, BY AF3PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/1fiGA (W.IT"/R) ASTM A653 GRADE 4U)6D (W, N/11.S) GAL Y. STEEL. APPLY TOT.LD. 4 7.0 P S F S E O N 5 3 4 8 8 REV T� h. PLATES TO EA CN FACE OF TBUS S ANU, ONLESS OTHER WISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-2. ON OF L ON THIS At me Engineered Products,Inc. DRAWINGPI NDICATES P ACCEPTANCE DO FO PROFESSIONAL ENGINEERING E RESPONSIBILITY00 SOLELY3FOR THE TRUSS AC MPONE NI b D 6 )95oMari Drive DUR.FAC. 1.25 FROM P$ DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 'Yi.;'"I ICaSe O,, c,..tl`MUIIOB$5(1 A BUI ..s, £.y1GNER ,,._,,;.TPI1 t.. t�.::n," t.. :.CINE . '4.0 ., J . ;. 1SU ,:., ^;,_ZO t: a IMIJ UWU PKLFAKLU -KUM L,UMPUILK INPUI (LUAU) h UIMtNJIUNJ) JUMMI11tu BY IKUJ�, MFK. ( J-06 0021 - LOT 14 PARADISE PRESERVE . FL C3 ) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, PART. ENC. bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N DL-3.5 psf, wind BC DL=5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/480 live and L/360 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 84 0.15 13.19 5X5= 8 8 5X7 (R) III 5 5 9-1-2 2X4(A1) 2X4(A1) a 6-8-0 3}E 6-8-0 13-4-0 Over 2 Supports R=657 U=335 W=3.5" R=657 U=335 W=3.5" Design Crit: TPI-2002(STD) /FBC R f PLT TYP. Wave C RT=1.00(1.25) 10 0 7.22. """ __TY FL/ /3 R/ Scale =.5" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. Q:• T C L L 20.0 P S F R E F R 1 5 1 67921 REFER TO SCSI 103 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 _ O'QNOFRIO DR.. SUITE 200. MADISON, NI 53719) AND NTCA (N000 TED COUNCIL OF AMERICA, 8300 ENTERPRISE 5987 ••�; MA BI SON, HI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FU NCiI0N 5. UNLESS OTHERWISE INDICATED, T C D L 7.0 PSF DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CN ORD SHALL HAVE A PROPERLY ATTACHED .*• * RIGID CEILING. C E F BC DL 10.0 PSF DRW HCUSR151 06040084 **IMPORTANT**FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED A t•V PRODUCTS, IHC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE i0 BU 1L0 THE p `.'••v ALPINE RUSS IN CONFORMANCE WIT TPI: OR FABRICATING. HANCLIXG, SHIPPING. INSTALLING B BRACING OF TRUSSES. •r, C�� BC LL 10.0 P S F EIC -ENG CC/AF DESIGN CONFORMS WITH APPLICABLE PROM SION3 OF NOS (NATIONAL OE SIGN SPEC. BY AT 6PA) AND TPI. ALPINE V CONNECTOR PLATES ARE MACE OF 20/18/1GGA (M,H/S/K) ASTM A653 GRADE 40/60 (W, K/H,S) GAL V. STEEL. APPLY TOT.L D. 47.0 PSF S E Q N 53491 R E V PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. ANY AI Ine En ineeled Products,Inc. D R A WIN GP I N B[CA i ES PACCEP TANGE FOP RO FESS IONALL ENGINEERIH GER ESPONS IB ILITY0050tIT FOR THE T RU SSA COMPO NENi P 8L ON THIS e OUR.FAC. 1.25 FROM PS t9"I M*3I(Cy D11VC DESIGN SHOWN. HE SUITAB[I tTY ANU U E OF THIS COMPONENT FOR ANY BUILDING 15 THE RE SPONSIBTLITY OF THE :_ _ ifiaeot�,�,._.�';1on#S6 , .. Bult ., CNeR P1 1 � �* .r. . ..: ,,.;:.. ,. , � _,•,,.. CIN 4.0� J(�. . : 1SUl,. ,. -Z0 IHIJ UNE, PKtPAKtU tKUM LUMPUItK INEUI (LUAU) h UIMtNJIUNJ) JUHM111tU HY iKUbJ MEN. ( J-06-0021 - LOT 14 PARADISE PRESERVE , FL D1 ) Top chord 2x4 SP #2 N 120 mph wind, 21.04 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #2 N BC DL-5.0 psf. Gable end supports 8" max rake overhang. Deflection meets L/480 live and L/360 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Shim all supports to solid bearing. CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.15 11.77 SEE DWGS HCUSR001 02086015 FOR MORE REQUIREMENTS 4X4-- 5X7 X4=5X7(R) III 1.5X4111 1.5X4111 1.5X4111 1.5X4111 8 � 8 3X3�� 3X3li 21 11 5 5 X 7 5X7@ 2X4(A1) 2X4(A1) 19-7-0 5 5 L— L2-0-0—��3-1-8 31F 5-8-0 - L<-2-0-0-->J 0-8-6 1 5 8 1-4-14 0-9-0 fE _I, ,I, 3-9-7 SEE 3-9-11 5-11-8 5-11-8 11-11-0 Over 1 Support R=120 PLF U=99 PLF W=11-11-0 Design Crit: TPI-2002(STD) /FBC ��°�R' f�S •'cNs••tic. PLT TYP. Wave Cq RT=1.00(1.25) /10(0 7.22. ;t� F''••• Y:1 FL/- 3 - -/R - Scale =.375"/Ft. —WARNING—TRUSSES REOUIRE ENTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. � .59138/ � T C L L 20.0 P S F R E F 8 15 1 67922 REFER TO Bf,SI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. III yV D'ONOFR10 DR., SUITE 200, MADISON, NI 5]]19) AND NTCA (H000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE MADISON, NI 53]19) FOR SAFETY Pft ACTICES PRIOR TO PERFORMING TN ESE FUNCTIONS. UNLESS OTHERWISE INDICATED, * � R TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED n TC DL 7.0 P S F DATE 02/09/06 RIGID CEILING. TRIG OF P BC DL 10.0 PSF DRW HCUSR151 06040093 —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •.••�v A L P I N E PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE ��'`�`` BC LL 10.0 PSF HC-ENG CC/AF TRUSS IN CONFORMANCE WITH TPI: Oft FABRICATING. EANOL ING, SHIPPING, INSTALLING 6 BRACING OF TRUSSES. L{.r DESIGN CONFORMS WITH APPLICABLE PROVI5ION5 OF NOS (NATIONAL HE SIGN SPEC. BY AFIPA) App TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/IB/16GA (N,H/5/K) AS A653 GRADE 40/60 (N, K/H.S) GAIV. STEEL. APPLY TOT.L D. 47.0 P S F S E Q N 806 R E V APLNAYTEtI* LATES TO EACH FACE OF TRUSS AND.E UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGLL S IIIA-Z. CI IT Alpine Engineered Products,Inc. DRAWING INDICATES PACCEPTANCEOOFOPROFESSIONALLENGINEER)NGERESPONSIDILTTYOOSOLELY3FOR THE I USSACOMPONFNT e 09 6 tI 1950 Mart Drive DURJAC., 1.2 .25 FROM , P S y(.� DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15TRESPONSIBILITY OF THE F �` Iv.,,,:5{Calc Of ,�,;.'''.:on#56 `. BUIL .. OBER P� ,..111I : " t, > .. �'';a ,... 1, x�z i i,'a"i ....,.',:C INCL 4.0 , «:- JF4,r,, 1SUIL, . .,,.�Z 03 J060021 — LOT 14 PARADISE PRESERVE FL D2 HI UWU EKLFAKILU FKUM I.UMEUILK 1NEUI (LUAUJ 8 UI MLNJIUNJ) lUHMIIItU DY IKUJJ MFH. ( ) Top chord 2x4 SP #2 N 120 mph wind, 21.21 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #2 N BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/480 live and L/360 total load. CHORD SPACING(IN OC) SiART(FT) END(FT) BC 75 0.15 5.96 BC 75 5.96 11.77 5X5= 8 5X7(R) III s 15 19-7-0 2X4(A1) 2X4(Al) �-- 2-0-0� L<-2-0-0--a-J 1 5-11-6 31E 5-11-10 5-11-8 T 5-11-8Le '1 11-11-0 Over 2 Supports R=715 U=180 W=3.5" R=715 U=295 W=3.5" Design Crit: TPI-2002(STD) /FBC a.+ R•f/�,y PLT TYP. Wave C RT=1.00(1.25) /10 0 7.22. L. '� 3'••.F TY:1 FL/ 3 -/-/R - Scale =.375" Ft. **WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. �a TC LL 20.0 P S F R E F R 15 1 6792 3 REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 581 .59681 D'ONOF R[0 DR.. SUITE 200, MADISON. Wf 53]19) AND I CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, 5 MADISON, N1 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERHISE INDICATED. y' !* TC DL 7.0 P S F DATE 0 2/0 9/0 6 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CNORO SHALL NAVE A PROPERLY ATTACHED l� RIGID CE CLI NG. ATE OF :�= BC DL 10.0 PSF L. DRW HCUSR151 06040066 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '� � V ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; *1 FAILURE i0 BUILD THE �A` BIC L L 1 0.0 P S F H C E N G CC/AF TRUSS IN CO NF ORM ANC,E WITN TPI: OR FABRICATING. HA NOL ING. SHIPPING. INSTALLING 6 BRACING OF TRUSSES. S V DESIGN CONFORMS WITH APPLICABLE PROV1510N5 OF NDS (NATIONAL DESIGN SPEC, 8Y AFBPAl ANB TPI.. ALPINE TOT L D 47.0 P S F S E 0 N 809 CONNECTOR PLATES ARE MADE OF 201181166A (W.H/S/K) ASTM AS 53 GRADE 40/60 (W, K/H.S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 760A-2. ANY ECTIO OF BE PER X A3 Alpine Engineered Products,Inc. DRAWING PINDICATES PFATES ACCEPTANCE OOFOPROFESSIONAL LENGINEERING FRESPOOSIBIL17YF TOIL OOSOLELY3FOR THE TftUSSACOMPINENT L ON THIS F e D 6 D U R.FAC. 1.25 F R O M P S 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE rfCalainlCOr Ci �. ,..on#56< ,:. BUIL:: GNER Pt, „ :..TPI 1 .�.., '... ..,. x^ r`,�,.,..;: �i.,...C I N . .4.0 ,.:,.�,. Jew ,.v1SU _7Z03 ..,, tHLS UWU YNf_NAKLET FKUM (,UMYUItK IINYUI (LUAU) b U1M1,11S1UINS) SUN11111tU MY IHUSS MFK. ( J-06-0021-- LOT 14 PARADISE PRESERVE , FL - E1 ) Top chord 2x4 SP #2 N 120 mph wind, 21.95 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #2 N BC DL-5.0 psf. Gable end supports 8" max rake overhang. See DWG GBLLETIN0405 for more requirements. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/480 live and L/360 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 67 0.15 5.75 BC 74 5.75 11.42 BC 75 11.42 17.23 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE RIDGE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS / LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE 6 X 8= i DESIGNED BY THE BUILDING DESIGNER. i i i i 3X35 i i 5X7�� 8 � i 3X3�i 6X6= � 8 5X9(R) 0 i 5 5 9-7-0 i 2X4(Al) _ 5X5= 2X4(A1) 3X3 L<-2-0-0--J L----2-0-0� 0-4-01-03-1 0-8-6J �MeL_I, 7-6-4 _I_ 3-2-12 4-9-2 _L�l 5-9-0 T 5-8-0 T 5-11-8 1 17-4-8 Over 2 Supports R=244 PLF U=155 PLF W=5-9-0 R=557 U=424 W=3.5" Note: All Plates Are 1.5X4 Except As Shown. Design Crit: TPI-2002(STD) /FBG 'anp R. /Sy PLT TYP. Wave Cq RT=1.00(1.25)/10(0) 7.22.1 �E S••..,F TY:1 FAL 3 -/-/R - Scale =.3125"/Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F REFER TO BCS1 I-0] (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 , No R E F R151-- 67924 D'ONOFRIO DR., SUITE 200, MADISON. WI SAFETY AND WTCA (HOOD tRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, : (` MADISON, NI 5J)19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ;* T C D L 7.0 P S F DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTON CHORD SHALL HAVE A PROPERLY ATTACHED S RIGID C... S OF :•@ BC DL 10.0 PSF DRW HCUSR151 06040069 **IMPORTANT**F uexlsH A COPY OF THIS DESIGN t0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED p ALPINE PRODUCTS. INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE R� �� B C L L 1 0.0 PSF H C-ENG CC/AF TR U-11 IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING 8 BRACING OF IRUSSE S. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFNPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE Of 20/18/IBCA (fi,H/S/K) ASTM Ati5B GRAB 40/60 (W, K/H,S) GAlV. STEEL. APPLY TOT.L D. 47.0 PSF S E Q N 852 PLATES TO EACH FACE OF IRDSS ANU. ONLE55 OTHER. SE LOCATED ON TH 15 DESIGN, POSITION PER DRAWINGS 160A-2. Al me En ineered Products,Inc. ANY INSPECTION OF PLATES FOLLOWED BY III SHALL BE PER ANNEX Al OF TPI1 2002 SE C.1. A SEAL IN THIS FROM P S P gine n4aa du DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT e D U R.FAC. 1.25 DESIGN SHOWN. THE SLIITABILI TY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIB LTTY OF THE is nesC ;844 BUL� IGNER .. TPI 1 �,. :. .' s,,.., ,�....: ..�.. _ ,..�. ,. �. ,k. C1N��,.: 4.OIL—x, JF .. - 1SU , Z 'lrficateD �..P ,Loa#56 ,..,.�. �a..,,,.�,. ..,.:. ,.,.,, IM1J UWU PKtPAKLU FKUM LUPTPUItK 1NPU1 (LUAUS & UIMtNSIVNS) SUMMIIILU by IKUSS MFK. ( J 06 0021--- LOT 14 PARADISE PRESERVE , FL - E2 ) Top chord 2x4 SP #2 N 120 mph wind, 22.13 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind Webs 2x4 SP #2 N BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/480 live and L/360 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 67 0.15 5.75 Shim all supports to solid bearing. BC 74 5.75 11.42 BC 75 11.42 17.23 4X4(R) III 1.5X4111 1.5X4111 8 F 8 6X6=- 5 X6=5 5 L- 19-7 0 2X4(A1) = 5 — 2X4(Al) L2-0-0�•IE 5-7-4 ,I Lr--2-0-0-3J (( _ 8-8-4 _ _ 8-8-4 IE 5-9-0 T� 5-8-0 T 5-11-8 �{ 17-4-8 Over 3 Supports R=138 U=254 W=3.5" R=1247 U=617 W=3.5" R=573 U=465 W=3.5" Design Crit: TPI-2002(STD) /FBC �d VR • F/s► PLT TYP. Wave Cq/RT=1.00(1.25) 10(0) 7. 2.1 $� �,G�NS''•y2�' Y:2 FL -/3/-/-/R/- Scale =.3125"/Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE 1N FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. T C L L 20.0 P S F REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY 1NFORHATION), PUBLISHED BY TP! (TRUSS PLATE INSTITUTE, 583 N .59687 R E F R151-- 67925 D'ON OFRI0 DR.. SUITE 200, MAOISO N, HI 53]19) AND NTCA (MOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, y ffyyii,, MADISON, NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. * •� if>rr T C D L 70 P S F DATE 02/09/06 TOP CHORO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED C RIGID CEILING. TATE OF BC DL 10.0 PSF DRW HCUSR151 06040103 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED /O ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE l v B C L L 10.0 PSF HC-ENG C C/A F TRUSS IN CONFORMANCE NI TH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING E BRACING OF TRU SSFS. ��A� DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE (` CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/5/K) ASTM A653 GRADE 40/60 (W. K/Mill GALV. STEEL. APPLY TOT.LO. 47.0 PSF F S E Q N 855 R E V PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. AI llle En Ineered PmductS,Ine. ANY INSPECTION OF PLATES FOLLOWED BY (II SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS FROM P S g(950 Marley Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPON518SLIiY SOLELY FDR THF TRUSS COMPDNENT e 6 D U R.FAC. 1.2 5 1aiDesC ! DESIGN SHUNN. THE SUITARIIITY ND DSF OF THIS COMPONENT FOR ANY BUILDING 15 THF RESPONSIB IIT' OF THE 1,C&ffie ?f!iii0D#56}"x..,,a.. BUIL.-.h.:*.IGNER _ ,r:'rPl1 :.,f., ,..:.<,,_. ,.. .,;.:.:' ;;,..:, ......:: ,,...i. 1 ,.,;>:.;.,� a...:;CIN ,,.. )4.0 :,;..+: � 1SUt- �.:. _Z0 IMIS UWU PhLPAKtU EXUM LUMPUItK 1NFU I (LUAUS 6 1)1 MINS IUh3) SUMMIIItu ISI IKUSS ME K. ( J-06-0021--- LOT 14 PARADISE PRESERVE , FL - E3 ) Top chord 2x4 SP #2 N 120 mph wind, 22.13 ft mean hgt, ASCE 7 02, PART. ENC. bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N DL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/480 live and L/360 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 67 0.15 5.75 Shim all supports to solid bearing. BC 74 5.75 11.42 BC 75 11.42 17.23 4X4(R) III 1.5X4111 1.5X4111 8 I— 8 6X6= IF 19-7-0 2X4(Al) = 5 — 2X4(Al) L 5-7-4 L<-2-0-0->J fF8-8-4 J- 8-8-4 �I f 5-9-0 T 5-6-0 T 5-11-8 I 17-4-8 Over 3 Supports R=8 U=180 W=3.5" R=1236 U=605 W=3.5" R=586 U=479 W=3.5" Design Crit: TPI-2002(STD) /FBC .asR F/s PLT TYP. Wave C /RT=1.00(1.25) /10(0) 7.2 2.1 �� ••ENS'••yt� Y:1 FL -/3/-/ R - Scale =.3125" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANOI.ING, SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F R151-- 67926 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY IBFOPHATION), PUBLISHED BY TPI (TRUSS PLATE INSTIit1TE, 581 0,59887 D'ONOFRIO OR.. SUITE 200, MADISON, NI 53.79) AND NI f,A (MOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, y MADISON. NI 53719) FOR SAFETY PRACTICES PNIOR r0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. * �{ T C D L 7.0 P S F DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED C : • RIGID CEILING' TAE OF ` A :tag BC DL 10.0 PSF DRW HCUSR151 06040073 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED / 1�f�:�v ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE Io BUILD THE l �\ B C L L 1 0.0 P S F H C-ENG CC/AF TRUSS IN CONFORMANCE NI TH iPl; OR FARRICA ING. HANDLING, SHIPPING, INSTALLING 6 BRACING OF TRUSSES. DESIGN CONFORMS N/TH APPLICABLE PROVISi0N5 OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE Al TOT.L D. 47.0 P S F S E Q N 858 R E V CO MBE CT OR PLATES ARE MADE OF 20/18/16GA (N,M/S/K) ASTM A6S3 GRADE 40/60 (N, K/M.S) GALV. STEE1. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LO CAT EO ON THIS DESIGN. POSITION PER DRA NI NGS 160A-Z. ANY INSPECTION OF PLATES FOLLONEO BY (i) SHALL BE PFR ANNE% A] OF TPII-2(102 SEC.3. A SEnL ON THIS F I D 6 Alpme Engineered I'mducts,Inci. DRAWING INOICATF.S ACCEPTANCE OF PROFESSIONAL ENGINEERING RESP ONSIBtLITY SOLELY FOR THE TRUSS COMPONENT D U R.FAC. 1.2 5 FROM P S (( 1950 Marley Drive DESIGN SHOWN. THE SHTTABiLITY AND USE OF THISf!COMPONENT FOR ANY BUILDING IS THE RESPONSIBt¢I��LITY OF THE i�.rYli°(;'�ItHficattee 'latihmti0u 15 BU[l�.a.:..c. [GNEft ,... .,,:'TPI III ...rr III , u; I�.-.:.c II�Y,.�r::- TIMI, II .,.,: .,. .. .: .:. >.C1N .. ;_4.OL,; Jlt,,. - is IITIJ UWU YKt1FAKtU tKUM I.UMFUItK 1NMU1 (LUAU) & UIMtIN�IUNJ) JUISMIIItU 61 1KUJJ PUKh ( J-06-0021-- LOT 14 PARADISE PRESERVE , FL - E4 ) Top chord 2x4 SP #2 N 120 mph wind, 22.13 ft mean hgt, ASCE 7-02, PART. ENC. bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N DL-3.5 psf, wind BC DL=5.0 psf. Left end vertical not exposed to wind pressure. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 77 0.00 5.96 BC 75 5.96 11.77 5X5= 1.5X41 F_ 1.5X4111 4-0-2 8 6X6= *19-7-0 3 2X4(Al) L<-2-0-0 EE 3-2-12 _I. 8-8-4 �I 5-11-8 T 5-11-8 11-11-0 Over 2 Supports R=567 U=423 W=3.5" R=735 U=453 W=3.5" PLT TYP. Wave Design Crit: TCI RT0l(00(1/Z5) /10(0) 7.22.1 R• i NS ••.tc FBC Y:2 /FL 3 R Scale =.3125" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. TC LL 20.0 P S F REF R151-- 67927 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 Q9687 D-ON OFRI0 DR., SUITE ZOO. MADISON, WE 53)19) AND WTCA (WOOD 11B11 COUNCIL OF AMERICA, 6300 ENTERPRISE LN, y MADISON. WI 53]19) FOR SAFETY PRACTICES PRIOR i0 PF RF ON ING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, 7f{ T C p L 7,0 P S F DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY A CH SIRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. TATE F j BC DL 10.0 PSF DRW HCUSR151 06040087 **IMPORTANT**FURNI SN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P • V ALPINEAftipq ?mducts, PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM rH15 DESIGN: ANY FAILURE TO BUILD THE R% t\�� B 1 L L 10.0 P S F H C E N G C C/A F TRUSS [N CONFORMANCE WITH TPI: 0R FABRICA TING. HANDLING. SHIPPING, INSTALLING 8 BRACING OF TRUSSES. ��ASV OF 51GN CONFORMS NI TH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, 8Y AFBPA) AXD TPI. ALPINE TOT.L D. 4 7.0 P S F S E Q N 53532 R E V CONNECTOR PLATES ARE MABE OF 2O118116GA (W.HISIK).ASTM A6S3 GRADE 40160 (W, K1B,S) GAIN. STEEL. APPLY PLATES TO EACH FACE OF IN USS AND. UNLESS OTHERWISE LOCATED X Al OF TRII ON THIS DESIGN, POSITION PER DRAWINGS 16OA-I. LATE 5 AN L ON THIS AtInc. DRAW NGINDIOATES PACCEPTA NCEOOFOPROFES'TONALLENGINEERINGE RE SPONSIBILIrY005OLELY3FORTHE TftU55ACOMPONFNT6DUR.FAC. 1.25 FROM PS 9Marley Dnve DESIGN SHOWN. THF SUITABILITY ANO USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RE SPONSIBXLI TY OF THE L,,:.''c'i'ii{}ICBfe AW[i lldn#5X1 aim 844 BUI IGNER ._.., �tPl 1 .,,yt,,. ..i_'.,:: :: c.' jkj __ i :.CIN ) ... t� a. �, „__4.01 ,-,, J 1SU� ,_Z0 a.iu I It 1S UWU YKtVAKtU FKUM I.UMYUItK 1NEUI (LUAU) 5 UIMLNSLU(NS) SU13MIIIELI ISI IKUSS MY K. ( J 06-0021- LOT 14 PARADISE PRESERVE , FL - E5 ) Top chord 2x4 SP #2 N 120 mph wind, 22.85 ft mean hgt, ASCE 7-02, PART. ENC. bldg, not Hot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N DL-3.5 psf, wind BC DL=5.0 psf. Left end vertical not exposed to wind pressure. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 77 0.00 5.96 BC 75 5.96 11.77 5X5= 8 F— 1.5X4111 1.5X4111 8 4-0-2 6X8=- 5 X8=5 5 L— 19-7-0 3 X 3 2X4(A1) fE 3-2-12 ,I, 8-8-4 3J 5-11-8 T 5-11-8 1 11-11-0 Over 2 Supports R=580 U=446 W=3.5" R=594 U=350 W=3.5" Wft- PLT TYP. Wave Design Crit: TCI RT01(00(1/25C/10(0) 7.22. I mS •ry TY:1 FL/ /3 R Scale =.375" Ft. **WARNING**TRUSSES REOU(RE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. TC L L 20.0 P S F R E F R151-- 67928 REFER TO BCS{ 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI {TRUSS PLATE INSTITUTE. 583 .59687 p'ONOFRIO DR.. SUI tE 200. MApI SON, N( 53]19) AND HiCA (MOMG OD TRUSS COUNCNCTIL OF AMERICA, 6300 ENTERPRISE LN, 5 Vv y MOP] ON 111 CH Oftp SHALLINAVEOPROPE PROPERLY A7 TACHEDSStRU OCt URALPPA NEL SIANDTBOTTOMIT UCHORD SHALLHAVEATPROHE RPERLIS EYIADTIACHED lf• n TC D L 7.0 P S F DATE 02/09/06 RIGID CEILING. TAT !i BC DL 10.0 PSF DRW HCUSR151 06040071 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P ALPINE PRODUCTS. INC. SHALL NOE BE RESPONSIBLE FOR ANY DEVIATION FRUM THIS DESIGN: ANY FAILURE TO BUILD THE ,O�•" `�� B C L L 1 0.0 P S F HC-ENG C C i A F TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, MANDLING. SHIPPING. 1NSTALLING d BRACING OF 7RUSSES. A 4' DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL OE SIGN SPEC, BY AF6Pq) AND iP(. AL Pi NE A1.� TOT.L D. 47.0 P S F $E Q N 53535 CONNECTOR PLATES ARE MADE OF ID118116GA (W.M(S/K) ASTM A653 GRADE 40)50 (W, K/U.S) GALV. STEEL. APPLY PLACES TO EACH FACE OF iR USS AND, UNLESS OtHE RWISE LOCATED ON THIS DESIGN, POSITION PER DRAW(NG5 160A-2. Q M,�T� I., ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TO 1-2002 SEC.3. A I L ON THIS Alper Engineered Pmducts,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT F e 0 6 D U R.FAC. 1.2 5 FROM PS! 1950 Marley Nye RESIGN SHOWN. THE SUITA8(L TTY AND USE OF THIS COMPONENT FON ANY BUILDING IS THE RESPONSIBILITY OF THE 'lainw.l`,viotificaeo �:e3tionN56 Buu -:;,IGNER ,.r„.rP( t r., .;.<.,.:... ,., .,.,.:. It I. L-'-, �v,..>!: ., �:,r,. ...CIN�.... ;.::4.O�,a..; Jf�„ 15D�. _ZO3t,.,,::1.,: IHIJ UWU VKtRAV,LU ERUM I,UMf UItK INV UI (LUAUS 6, U1MLNJ1UWJ) JUtlMl11tU BY IKUJb MY K. ( J-06-0021--- LOT 14 PARADISE PRESERVE , FL - E6 ) Top chord 2x4 SP #2 N 2 COMPLETE TRUSSES REQUIRED i Bot chord 2x6 SP #1 Dense Webs 2x4 SP #2 N Nailing Schedule: (0.131"x3"_-Gun nails) Top Chord: 1 Row @12.00" o.c. SPECIAL LOADS Bot Chord: 1 Row @ 5.50" o.c. -- (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Webs : 1 Row @ 4" o.c. TC From 57 PLF at 0.00 to 57 PLF at 11.92 Use equal spacing between rows and stagger nails BC From 40 PLF at 0.00 to 40 PLF at 11.92 in each row to avoid splitting. BC 1630 LB Conc. Load at 0.23, 2.23 (1) 112" bolts MAY BE USED FOR (2) 0.131"x3"–Gun–nails ON THE BOTTOM CHORD ONLY. 120 mph wind, 22.85 ft mean hgt, ASCE 7-02, PART. ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: DL=3.5 psf, wind BC DL-5.0 psf. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 11.77 Left end vertical not exposed to wind pressure. Deflection meets L/480 live and L/360 total load. 4X4=- 3X50 X4=3X501 8 3X5�� 4-0-2 n 101 19-7-0 5X7= 1.5X4 III 2X5112X4(A1) 631# 1631# = I, 3-2-12 _I, 8-8-4 _I 11-11-0 Over 2 Supports R=3490 U=2585 W=3.499" R=925 U=685 W=3.5" Design Crit: TPI-2002(STD) /FBC a��R -'�• �'sy TYP. Wave Cq/RT=1.00(1.25) 10(0) 7.22.1 .E NSF':F Y:1 FL/-/3/-/-/R/- PLTScale —WARNING—TRUSSES REOUIRF EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. p REF R151-- 6 7 9 2 9 REFER TO BCS' ]-03 (BU[LD1NG COM40NENI SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 o.59687 T C L L 2 0.0 P S F D'ONo INIO DR.. SUITE 200, MADISON, HI 51119) ANO MICA (HOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON. WI 53]19) FOR SAFETY PRA1 ICES PRIOR TO PERFORMING To 5E FUNCTIONS. UNLESS OT HCR WISE INDICATED, Tf (� TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED a T,+ D L 7.0 P S F DATE 02/09/06 RIGID CEILING. TATE F BC DL 10.0 PSF DRW HCUSR151 06040107 —IMPORTANT—FuRNISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ,Q / ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE •A1 �` B C L L 1 0.0 P S F H C-ENG CC/AF TRUSS IN CONFORMANCE WITH TO 1; OR FANN ICA TING. HANDLING, SHIPPING. INSTAL'.LNG E BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL pESIGX SPEC, RY AFEPAI AND IPI. ALPINE TOT.L.D. 4 7.0 P S F S E Q N 46653 R E V CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.HIS/K) ASTM A6S3 GRADE 40160 (W. KIM.S) GALY. STEEL. APPLY PLATES INSTO EACH FACE OF TRUSS ANO, UNLEBY (I ISS OTHERWISE LOCATED ON THIS OE SIGN, POSITION PER THINGS L 0160A-L. Alpine Engineered Products,Inc. DRAMINGPINpIOCATES PACCEPTANCELATTA FILL UOFOPROFFSSIONALLENGINEERINGER ERESPONSIBILITYUOSOLEIY3FOP THE TRUSSACOMPONENT TOT S F e 9 '06 D U R.FAC. 1.25 FROM PS 1950 Marley Drive DESIGN SH OR N. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 9aIDe6C ,,.< BUIL ,': ..'GRER �., ..FPI I , - .: :: ,, .i: 1� I :^ _ ,.�4. ,. xtx r vw,Ificat0O .I;�,t�Da#5G ,.=4.,� ...F.�� :, „K ..� :,CINE;,„�,. 0 , + JIB.„ 1SU ZO IHiJ UWU VKLVAKtU tKUM I.UMMUitK 1NVU1 iLUW, 6 UIMtNbIWI) �,UISMi1Ito UY IKUJJ MtK. ( J 06-0021--- LOT 14 PARADISE PRESERVE , FL E7 ) Top chord 2x4 SP #2 N SPECIAL LOADS Bot chord 2x8 SP #1 Dense ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Webs 2x4 SP #2 N TC From 57 PLF at 0.00 to 57 PLF at 5.75 BC From 40 PLF at 0.00 to 40 PLF at 5.75 120 mph wind, 21.87 ft mean hgt, ASCE 7-02, PART. ENC. bldg, not BC 824 LB Conc. Load at 2.19 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC BC 728 LB Conc. Load at 4.19 DL=3.5 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 67 0.15 5.75 1.5X4111 8 4-2-7 19-7-0 25 II 4X4(Al) I NE 5-9-0 Over 2 Supports -- R=1013 U=639 W=3.5' R=1096 U=661 W=3.5N Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C RT=1.00(1.25) 10(0) 7.22. - ENS�'•yE' TY:1 FL/-/3 /R/ Scale =.5" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F R151-- 67930 REFER TO BCS{ 1 0] (BUItDIHG COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE iNST.TUTE, 58] o.59687 . D'ONO FRIO DR.. SUITE 200, MADISON. NI 53]19) ANO WTCA (ROOD TRUSS COUNCIL OF AMERICA, 61DO ENTERPRISE LN, ,TOPI C HORDW SHALLI HAVE PROPERLY ATTACH EDS STROOCTURALPPANELSI AN UT B OTT OMESE C H OR DN SHALLN HAVE ATPROPERLYHERWfSE I ATTACHED • • & T C D L 7.0 P S F DATE 02/09/06 RIGID CEILING. TA OF rtt- g= BC DL 10.0 PSF DRW HCUSR151 06040075 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED p, `�V ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE !1 [� B C L L 1 0.0 P S F HC-ENG C C/A F TRUSS IN CONFORMq NCE NI TO TO OR FgBRI CATI NG. HANDLING, SHIPPING, INSiALLiNG 8 BRACING OF TRUSSES. ��ASV DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFSPA) AND TPI. ALPINE T 0 T.L.D. 4 7.O P S F CONNECTOR PLATES ARE MADE OF 20/10116GA (W.HISJK) ASTM A653 GRADE 40160 (W, KJH.S) GALV. STF£L. APPLY S E Q N 53701 R E V PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 16OA-Z. Alpine Engineered Products,lnc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF iPll-2002 SFC.3. ADS EAL ON THIS Feb 09 '06 D U R.FAC. 1.25 FRO M P S 1950 Mad odd DRAWING INDf CAT ES ACCFP TANCE OF PROFESSIONAL ENGINEERING RLSPONSIBIt ITV SOLFLY FOR THE TRSS COM PONENi DESIGN SHOWN. THE SUiTAIIILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE f:zt. ficaeo ,ttirv'.j:i100 56 BUtL ,..,...Et GNER T TO[ t .:..., ..,. ..: ,:.. ,.�e:.. x—,,�. ..,,,.':CIN ,. ###R--- .. .;.4.0 - �: ,� Jf' 1SU �-� ,:. Z03 T,;�. I111J UWU KKtKAKtU FKUM I.UMYUILK 1NIEW LUAUb IS UIMLINbIUNJ) �,UI1MlIIto !SY IKUJJ MFK. ( J-06 0021 -- LOT 14 PARADISE PRESERVE , FL - F1 ) Top chord 2x4 SP #2 N 120 mph wind, 22.85 ft mean hgt, ASCE 7-02, PART. ENC. bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N DL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.15 14.61 Deflection meets L/480 live and L/360 total load. SEE DWGS HCUSRO01 02086015 FOR MORE REQUIREMENTS 4X4= s F— —1 I8 3 X 310- T 3X3�i 2-8-9 n 101 01 19-7-0 2X4(Al) 0-4-151-3-0 Isl_ I, 7-7-15 ,I, 5-3-7 ,I 14-7-5 Over Continuous Support R=97 PLF U=67 PLF W=14-7-5 Note: All Plates Are 1.5X4 Except As Shown. PLT TYP. Wave Design Crit: TCI RTO1(OOD1FBC /25) /10(0) 7.22. `,� NSsyEW TY:1 FL/-J3 Ri- Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. T C L L 2 0.0 P S F R E F R151-- 67931 REFER TO 8CS1 1-03 (BUIL D7 NG COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O.59687 O.ONUFRI0 DR.. SUITE 200. MADISON. N/ 53719) ANO MICA (HOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, : 5 8 y MADISON. N[ 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. ONLESS OTHERWISE INDICATED, + •� �{ T C D L 7 Q P S F DATE 021 0 9/0 6 TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AMD ROT TOM CHORD SHALL HAVE A PROPERLY ATTACHED =3 : ^ RIGID CEILING. ,o OF r = BC DL 10.0 PSF DRW HCUSR151 06040077 **IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P ALPINEAftp,=ed PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIAFIRM FROM THIS DESIGN: ANY FAILURE TO BUILD THE R,�.•�� BC LL 10.0 P S F HC-ENG CC/AF TRUSS IN CONE'"To AM WTTH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING 6 BRACING OF TRUSSES. DESIGN CONFORMS WITH ADPL ICA BL F. PROM S10NS OF NOS (NATIONAL DESIGN SPEC, BY AFEPA) AND TPI. ALPINE A`{.• CONNECTOR PLATES ARE MADE OF 2C/18/A (W.H/S/N) A5 TM A653 GRAD' 60/60 (W. K/H,S) GATV. STEEL. APPLY TOT.L.D. 47.0 P S F S E Q N 53642 R E V PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. cts,Inc. DRAWINGANY PECTION OF INDICATES PLATES ACCEPTANCEOOFDPROFESSIONALSHALL ENGtNFERINGERESPONSIeILITYX A3 OF TAIL 00SOLELY3FOR THE TRUSSACOMPONEL 'ITNT F e b D 9 'D 6 D U R.FAC. 1.2 5 FROM P S X950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE t111.y'ZIIICal80 l,:u:i140#56 ., eUIL ;,[GNER .:. ...'TPI 1 i,...:. ,., &,.., -;. L, :. t-'F ,. r ,..,::., It,"', (.,,:.-;'4.0� CIN J .,. 1SU ,.. .) Z03 . IHI�l UWU PKtPAKtU FKUM I.UMPUItK INPUT (LUAU) 8. UIMLN�IUN�,) JU13MIIItU BY IKUJJ Mt K. ( J 06 0021 LOT 14 PARADISE PRESERVE . FL - F2 ) Top chord 2x4 SP #2 N 120 mph wind, 23.06 ft mean hgt, ASCE 7-02, PART. ENC. bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT I1, EXP C, wind TC Webs 2x4 SP #2 N DL=3.5 psf, wind BC DL-5.0 psf. H = recommended connection based on manufacturer tested Right end vertical not exposed to wind pressure. capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: publication for additional information. CHORD SPACING(IN OC) START(FT) END(FT) BC 76 0.13 14.61 Deflection meets L/480 live and L/360 total load. 4X4= 8 1.5X4�� 5 X 5 8 F- 3-0-12 19-7-0 2X4(A1) = 5X7= 1.5X4111 9-3-14 1_ 5-3-7 ,1 14-7-5 Over 2 Supports ,1 R=713 U=476 H=Simpson LU26 R=701 U=513 H=Simpson HUS26 w/ (4) 10d, 0.148"x1.5" nails in Truss w/ (4) 110 Common, 0.148"x3.0" nails in Truss w/ (6) 10d Common, 0.148"x3.0" nails in Girder w/ (14) d Common, 0.148"x3.0" nails in Girder Girder is (1)2X6 min. So.Pine Girder is (1)2X6 min. So.Pine Design Crit: TPI-2002(STD) /FBC �V PLT TYP. Wave Cq/RT=1.00(1.25) 10(0) 7.22.1 ENS''• F TY:3 F`L/ 3 R - Scale =.375" Ft. **WARNING**TRUSSES RFOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F REF 8 15 1 67932 REFER TO SCSI 103 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 o.5960 7 p'ONOFft10 OR SUITE 200, MADISON, NI 53]19) AND NTCA (MOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, s yICAT D, y T OPMADI C HORpW SHALL AVE PROPERLY ATTACHEDS STRUCTURALP PANEL SERT MI AN BOIL BOTTOMTHESE U CH DNCE N SHAILL HAVE AT PROPERLY ADD i ACHED $* • R T C D L 7 0 P S F DATE O 2 09/06 RIGID CEILING. BC DL 10.0 P$F DRW NCUSR151 06040086 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED p`QPr�� PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILp THE _ � B C L L 10.0 PSF HC-ENG CC/AF ALPINE XUSS IN CONFORMANCE KITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING b BRACING DF TRUSSES. DESIGN CONFORMS NITM APPLICABLE PROV1510N5 OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE A`Y- CONNECTOR PLATES AR E.MADE OF 20118/16GA (W."ISIX) ASTM A653 GRADE A0/6D (W, K/H.S) GALV. STEEL. APPt, TOT.L D. 4 7.-0 PSF SEAN 4 6 5 8 6 R E V PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER AHHE% A3 OF FEE 2002 SEC.3. A SEAL ON THIS F e b '06 D U R.FAC. 1.25 F R 0 M P S Alpine Engineered Products,Inc. OR INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY TOR THE tRUSS COMPONENT 1950 Marley Drive {, DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE xt'LI;C hfieet�e S.T.tldO#5A BU1 ,3.. "RED ... s;,'TPI 1 .._.a„e. _. - r., €: .;:'a..ip. .,... .....'.; CINE:..':',,.'_4 ,..;:_p J�: TSU .. ,.,;_ZQ3 ,4,... I H I J UNU VNtYAHtU EKUM 1,UMVUILH 1NVU1 ILVAUJ IN U1Mt1i�1 VNJ) JUUM111tU 13Y IHUSS My N. (J-06-0021- - LOT 14 PARADISE PRESERVE , FL G1) Top chord 2x4 SP #2 N 120 mph wind, 21.12 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x6 SP #1 Dense BC DL-5.0 psf. SPECIAL LOADS IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: -- (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) CHORD SPACING(IN OC) START(FT) END(FT) TC From 57 PLF at -2.16 to 57 PLF at 11.29 BC 72 0.15 11.15 BC From 5 PLF at -2.16 to 5 PLF at 0.00 BC From 40 PLF at 0.00 to 40 PLF at 11.29 Deflection meets L/480 live and L/360 total load. TC 512 LB Conc. Load at 5.65 BC 656 LB Conc. Load at 5.65 4X4= 8 8 8 (- 19-7-0 2 X 5 III 3X5(B1) = 3X5(Bl) L--2-0-0--->J 5-7-12 I, 5-7-12 _I 11-3-8 Over 2 Supports _I 11=1273 U=893 W=3.5N R=1117 U=784 W=3.5N Design Crit: TPI-2002(STO /FB)/ �r'taR ry"SFs�'F Y:1 FL 3l J IRI Scale PLT TYP. Wave C RT=1.00 1.25 10(0) 7.22.1 / **WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. •� T C L L 20.0 P S F R E F R 1 5 1 67933 REFER i0 BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PIIBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ON0 FR I0 DR.. SUITE 100. MADISON. NI 53]19) AND MICA (WOOD TRUSS COUNCIL OF AMERICq, 6300 ENTERPRISE LN, y MADISON. W1 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, *: * i T C D L 7.0 P S F DATE 02/09/06 TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED OF _ RIGID CEILING. `fig BC DL 10.0 PSF DRW HCUSR151 06040125 "IMPORTANT**' FINISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4 [` ALPINE PN9DDCtS, INC. SHALL NOS BE RE590NS18LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE t0 BUILD THE •.•••'`v\ B C L L l O•D P J F FIC_ENG SSB/AF C O J A F TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, 1NSTALLING d BRACING OF TRUSSES. L�r L111] S S U fl DESIGN CONFORMS KITH AP PI 1CABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFdPN AND TPI. AEPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (W, K/H,S) GA(.Y. STEEL. APPLY {, TOT.L.D. 4 7.0 P S F S E O N 46762 PLATES TO EACH FACT OF TRUSS AND, UNLESS OTHERWISE LOCATED ON 1H15 DESIGN, ROS2 SE CI ICON PER DRAWINGS 1601-2.L ON Toll Fe b 0 'D 6 Alpine Engineered Products,Inc. DRAWINGPINDICATES CIL ON OF PACCEPTANCEOOFDPROFESSIGNALHAL LENGINEERING11 ERESPON51BX Al OF T ILITYQOSOLELY3FOR THE TR US SA COMPONENT D U R.FAC. 1.2 5 FROM P S 1"1 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE r fiiHficae o}•RW w.,a6on#5 BUI cNER PI 1 ., ,,.; . CINGt . ABO ......, it—,—, 1SUI _ZO :...;. IH IJ UWU YKtVAKtU tKUM LUMKUItK INV U1 (LUAU) 5. UIMLNJ1UWJ) JUt5MIIItU CY 1KUJJ Mt K. ( J-06 0021-- LOT 14 PARADISE PRESERVE , FL - G2 2 PLY ) Top chord 2x4 SP #2 N Bot chord 2x8 SP #1 Dense 2 COMPLETE TRUSSES REQUIRED Webs 2x4 SP #2 N Nailing Schedule: (0.131"x3"-Gun-nails) Top Chord: 1 Row @12.00" o.c. SPECIAL LOADS Bot Chord: 1 Row @ 3.75" o.c. -- (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Webs : 1 Row @ 4" o.c. TC From 57 PLF at -2.16 to 57 PLF at 11.29 Use equal spacing between rows and stagger nails BC From 5 PLF at -2.16 to 5 PLF at 0.00 in each row to avoid splitting. BC From 40 PLF at 0.00 to 40 PLF at 11.29 (1) 112" bolts MAY BE USED FOR (2) 0.131"x3"-Gun-nails ON BC From 5 PLF at 11.29 to 5 PLF at 13.45 THE BOTTOM CHORD ONLY. BC 701 LB Conc. Load at 2.06, 4.06, 6.06 BC 1475 LB Conc. Load at 7.06 120 mph wind, 21.12 ft mean hgt, ASCE 7-02, PART. ENC. bldg, not BC 971 LB Conc. Load at 9.06 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 120 0.15 11.15 5X5= 8 8 F Ej 1970 5X9111 4X4(Al) = 4X4(A1) -2-0-0----J I, 5-7-12 ,I, 5-7-12 ,J 11-3-8 Over 2 Supports R=2774 U=1947 W=3.5" R=2996 U=2102 W=3.5" Design Crit: TPI-2002(STD) /FBC ��j► ,,..R:.f�S�, PLT TYP. Wave C /RT=1.00(1.25) /10(0) 7.22. GE Si Y:1 FL 3 /R Scale **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 2 0.0 P S F REFER TO BCST t-0] (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSIITUIE. 583 NO.59687 REF R151-- 67934 D'ONOED 0 DR., SUITE 200. MADISON, WI 5}]10) AND NTCA (MOOD TRUSS COUNCIL OF AMERICA, 6300 ENTE RPRf SE LN, /` MADISON. NI 53]10) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCLIONI* UNLESS OTHERWISE INpICATED, *• TC DL 7 D P S F DATE 02/09/06 TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANU DOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •( OF _ BC DL 10.0 PSF DRW HCUSR151 06040068 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS, INC. SHALL NOT HE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE wAt ` BC LL 10.0 P S F HC-ENG CC/AF TRUSS IN CONFOR MAN CE MI TO TPI: OR FABRICATING, HANDLING. SHE PPINC. INSTALLING 8 BRACING OF TRUSSES. {G.� DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18116GA (W.H/S/K) A5TM A653 GRADE 40/60 (W. K/H,5) GA1v. 5T EEE. APPLY TOT.L D. 47.0 P S F S E O N 107 3 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHE R MISE LOCATED ON THIS DESIGN- POSITION PER ONAMI NGS 160A-Z. T� !� ANY INSPECTION OF PLATES iOLLOWEO BV (1) SHALL BE PER ANNEX A3 OF iPll-2002 SFC.3. A SEAL ON THIS F e b 09 '06 AIpIIIe En i�I�Ied flOducts,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSt111111 SOLELY FOR THE TRUSS COMPONENT D U R.FAC. 1.25 FROM P S 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THEI5 COMP ONENF FOR ANY BUILDING IS THE RESPONSIBILITY OF THE .Ili (` �:4W ev:flCt8 C0 -....u•Ig0 56 - BUIL .S ..I GNER ... TPI 1 t t ": V :. ..: ,:.:. ,. ., .,:. '...x„y. +,�:_.0 1N 4.0 J'�,Y: , 1JU -ZO . IH1�, UWU VKEFAHtU YNUM I.UMYUItH 1NYU1 (LUAUJ d UIMthbI Uhby JUDMII;to DY IHUJb MILK ( J 06-0021 - LOT 14 PARADISE PRESERVE , FL - H1 ) Top chord 2x4 SP #2 N 120 mph wind, 21.83 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x6 SP #1 Dense Located anywhere in roof, CAT II, EXP C, wind TC OL-3.5 psf, wind Webs 2x4 SP #2 N BC DL-5.0 psf. SPECIAL LOADS Right end vertical not exposed to wind pressure. -(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 57 PLF at 0.00 to 57 PLF at 7.00 H = recommended connection based on manufacturer tested BC From 40 PLF at 0.00 to 40 PLF at 7.00 capacities and calculations. Conditions may exist that require BC 713 LB Conc. Load at 2.06, 4.06, 6.06 different connections than indicated. Refer to manufacturer BC 354 LB Conc. Load at 5.62 publication for additional information. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/480 live and L/360 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 81 0.15 7.00 4X4% 5X7= 8 4-1-7 19-7-0 5X8(R) III 2X4(A1) = 3X5111 I, 5-7-7 _I, 1-4-9 _I 7-0-0 Over 2 Supports R=1334 U=958 W=3.5" R=1837 U-1319 H=Simpson HUS26 w/ (6) 16d, 0.162"x2.5" nails in Truss w/ (14) 16d, 0.162"x2 in Girder Design Crit: TPI-2002(STD)/FBCGirder is (1)2X6 m'��B. ;,nJsy PLT TYP. Wave C RT=1.00(1.25) 10(0) 7.22. NSF'':F TY:1 FL/ 3/ R - Scale =.5"/Ft. ''WARNING'*TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. .CAQp� T C L L 2 0.0 P S F R E F R 1 5 1 67935 REFER TO BC57 I-03 (BUILDING COMPUNF NT 'All E TY INFORMATION). PUBL]SHEO BY iP] (TRUSS PLATE INSTITUTE, 583 J�VV D'VNOFRIO DR.. SUITE 200, MADISON, WI 53II9) AND HTCA (X000 Tft USS COUNCIL OT AMER ICA, 6300 ENTERPRISE LN, } MADISON, WI 53]19) FOR SAFETY PRACTICES P0.IOR i0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 8* * • "' T C D L 7.0 P S F DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED Y_ �L RIGID CEILING. ATE F ' P `w� BC DL 10.0 PSF DRW HCUSR151 06040080 "IMPORTANT'*FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED :•� ALPINE PRODUCTS, INC. SHALL. NOT BE RESPONS[BLE FOR qNY DEVIATION FROM THYS DESIGN; ANY FAILURE TO BUILD THE O Lv� B C L L 1 0.0 P S F H C-ENG CC/AF TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI.. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE d0/60 (N, K)H.S) GALV. STEEL. APPLY TUT.LD. 47.0 P S F S E Q N 46713 R E V PLATES TO EACH FACE OF TRUSS ANO. UNLESS OTHE RW LSF LOCATED ON THIS DESIGN. POSITION PER ORANTNG6 160A-Z. ANY INSPECTION OF PLATES FOLIE BY (i) SHALL BE PER ANNEX Al OF TPIT-2002 SEC..3. A SEAL ON THIS Alpine Engineered Pioducis,Inc. DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBIIITV F e D 6 D U R.FAC. 1.25 FROM P S 1950 Marl Dave ITYNOF NI E SOL EIY FOR THE TRUSS y�� DESIGN SHONN. HE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONS[BIL :: .,. 6czeot t_,�r.aonN564 Bu1L ,: IGNFR .._; - .__ . „ .,;: ,s , ..,,CIN .. ,'.4.01 , i. JC 1SUt ,.,,_Z( . :-,�, I M I J UWb VRtI'AKLU ,KUM LUMYUI tK 1NMUi (LUAUS 6 UIMLNJIU(NJ) JU15MIt ILU MY IKU�'J MFK. ( J-06-0021--- LOT 14 PARADISE PRESERVE , FL J1 ) Top chord 2x4 SP #2 N SPECIAL LOADS Bot chord 2x8 SP #1 Dense ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Webs 2x4 SP #2 N TC From 57 PLF at -2.00 to 57 PLF at 20.35 BC From 5 PLF at -2.00 to 5 PLF at 0.00 120 mph wind, 21.62 ft mean hgt, ASCE 7-02, PART. ENC. bldg, not BC From 40 PLF at 0.00 to 40 PLF at 20.35 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC BC 1837 LB Conc. Load at 5.68 DL=3.5 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require (A) SP #3 or better scab brace. Same size & 80% length of web different connections than indicated. Refer to manufacturer member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC. publication for additional information. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/480 live and L/360 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 63 0.15 20.35 5X5% 5X7= 4X4= 8 3 X 5 8 X(A) 3X8o� 3-0-12 19-7 0 3X6111 5X7= 10X10= 5X7= 2X4 NI 5X7 (A7R) 1836# L<-2-0-0--J 7-0-0 ,I, 10-4-11 _I, 2-11-9 J LE 20-4-4 Over 2 Supports - J R=2451 U=1800 W=3.5" R=1475 U=1031 H=Simpson HUS26 w/ (6) 10d Common, 0.148"x3.0" nails in Truss w/ (14) IOd Common, 0.148"x3.0" nails in Girder Design Crit: TPI-2002 STD FBC ,,�R. F Girder is (1)2X6 min. So.Pine PLT TYP. Wave C RT=1.00(1.25) /1O(0) 7. 2.1- '' N ''••! Y:1 FL /3 R/ Scale =.3125"/Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. TC LL 20.0 P S F REFER i0 8C51 (BUILDING COMPONfHT SAFETY 3NFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583R E F R151- 67936 D-ONO IO pR..1503T UIE 200. MADISON, W] 53)19) AND WTCA (W 000 TRUSS COUNCIL OF AMERICA, 6J00 ENTERPRISE LN. o.59687 MADISON. WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FDNCTIONS. UNLESS OTNERNISE INDICATED, * T C D L 7.0 P S F DATE 02/09/06 tOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CNORD SHALL HAVE A PROPERLY ATTACHED * - RIGID cEu1NG. $TATE OF ;�9 BC DL 10.0 PSF DRW HCUSPI51 06040094 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS. INC. 511ALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD THE �`O.JB C LL 10.0 P S F HC-ENG CC/AF TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING d BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFRPA) AND TPI. ALPINE ♦,AL�� CONNECTOR PLATES ARE MADE OF "118116GA (W.H/S/K) AST"A6S3 GRADE 40,'60 (W. K/H,S) GALV. STEEL. APPLY /•MM T 0 T.LD. 47.0 P S F S E 0 N 46731 R E V PLATES 10 EACH FACE OF TRUSS ANO. UNLESS OTHERWISE LOCAiEO ON THIS DE51GN, POSITION PER DRAWINGS 160A-Z. AlZ —pine Engineered Products,Inc. AMY INSPECTION OF PLATES FOLLOWED BY (i) SHALL 8[ PFR ANNEX Al OF TPI1 2002 5EC.3. A SEAL QN THIS e b 06 D U R.FAC. 1.25 F R 0 M P S 1950 Marl IkiVe DRAWING INDICATES ACCEPTANCE OF PROF F.5SIO NAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONE HINT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE w .s�ei�ot b.."go nsb .,..1 BU1Lt IGNER Tt^ . ;.TPI 1 . ;, .;., � ,•. t I L.w �,.µ. . ; � ... .,;CIN( . ;'4.0� ;; JIB,;.. 1SUt.. _Z03A.. ...,. IH1� UWU YKCYAKLU FKUM UIJMVUftK 1Nf Ul (LUAU) 6 1,11Mt(N�,1 Mj JUISMJI ICU by IKUJJ MIK. ( J 06 0021- - LOT 14 PARADISE PRESERVE , FL - J2 ) Top chord 2x4 SP ##2 N 120 mph wind, 22.23 ft mean hgt, ASCE 7 02, PART. ENC. bldg, not Bot chord 2x4 SP ##2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #}2 N DL-3.5 psf, wind BC DL-5.0 psf. H = recommended connection based on manufacturer tested Right end vertical not exposed to wind pressure. capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: publication for additional information. CHORD SPACING(IN OC) START(FT) END(FT) BC 71 0.15 20.35 Deflection meets L/480 live and L/360 total load. 4X4% 5X7= -18 1.5X4 5 X 5 8 3-0-12 19-7-0 5X7= 3X5= 1.5X4111 3X5(B1) L<-2-0-0--J 9-0-0 I 6-4-11 I 4-11-9 LE 20-4-4 Over 2 Supports R=1128 U=774 W=3.5" R=971 U=683 H=Simpson LUS26 w/ (4) IOd Common, 0.148"x3.0" nails in Truss w/ (4) 10d Common, 0.148"x3.0" nails in Girder Design Crit: TPI-2002(STD) /FBC '401007.. Fj der is (1)2X6 min. So.Pine PLT TYP. Wave C RT=1.00(1.25) /10(0) 7.22.1 NS''•�'to TY:1 FL/ 3/ R/ Scale =.3125" Ft. —WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. e T C L L 20.0 P S F REF 8 15 1 67937 REFER TO BC51 103 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (IRU55 PLATE ]NSTITUIE. 583 .59.07 U'ONOFRIO DR., SUITE Z1O, MADISON. WI 53)19) AND HT CA (WOOD TRUSS CBUNC I, . OF AM[RICA, 6100 EN TER PR I SF IN. : UOVV4 MADISON. NI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THE5E FUNCTIONS. UNLESS OTHERWISE INDICATED. y' 1 * T D L 7.0 P S F DATE 02/09/06 IOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTUR AL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. = AT F t' BC DL 10.0 PSF DRW HCUSR151 06040074 *'IMPORTANT'*FURNISH A COPY OF THIS DESIGN TO TNF INSTALLATION CONTRACTOR. ALPINE ENGINEERED OP.••v� ALPINE PRGDUCTS. INC. SHALL NOT BE RESPONSI BLE FOR ANY DEVIATION FROM THIS O[SIGN; ANY FAILURE TO BUILD THE ,•••';tt�� B C L L 10.0 P S F HC-ENG C C/A F TRUSS IN CONFORMANCE KITH IPI: OR GABR)GATING, HANDL TNG, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. V DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE •l. TOT.LD. 47.0 P S F S E O N 53680 R E V CONNECTOR PI ATFS ARE MADE OF 20)18/16GA (W.H/S/K) ASTM A653 GRACE 40)60 IN, K/H,S) GALV. STEEL. APPLY C� N,T ♦.. PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS UESIGN, POSITION PER ORANINGS 16OA-2. AIpIDCEI1gI➢CeredPloaaOi$,Inc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF IFII-2002 SEC,3 A SE Al ON IHIS Feb 06 DUR.FAC. 1.25 FROM PS I')SU MaT1 �Ye DRAWING INDICATES ACCELT ANCE OF PROFESSIONAL ENGINEERING RF SPONSIBTLIiY SOLEIV FOR THE IRU55 COMPONENT I\ FROM .J DESIGN SHOWN. THE SO TABILITY AND USE OF THIS `COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE �` t,, . L1 8(�DO .- ]l1 #.K1 .�" '"IT:.,. iGNER It TPi 1 1. ... ,.: .,: ::�: .: .,.i .:::CIN( .. 4.0 1SU�,., b% .'�...N: J -Z 0 IITIJ NY1(l YKtKAKtU FKUM LUMPUItK LINPUI (LUAUS 5 UIMtNJiUN�) JUbmIjILU MY IKU�S MI-K. ( J 06-0021 -- LOT 14 PARADISE PRESERVE , FL J3 ) Top chord 2x4 SP #2 N 120 mph wind, 23.62 ft mean hgt, ASCE 7-02, PART. ENC. bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N DL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) BC 65 0.15 20.35 Deflection meets L/480 live and L/360 total load. 4X4= H05 10 8 -1 3X50 5X5@ a (— 3-0-12 19-7-0 1.5X41115X73X5= = 2X5(B6R) 1.5X4111 1 11-0-0 _1, 2-4-11 _1, 6-11-9 J 20-4-4 Over 2 Supports R=993 U=694 W=3.5" R=978 U=718 W=3.5" Design Crit: TPI-2002(STD) /FBC �a �VR R.•F/s►y PLT TYP. 20 Gauge HS,Wave C RT=1.00(1.25) /10(0) 7.22. ENS'••.,E`,Z TY:1 FL/ 3/ / /R/ Scale =.3125" Ft. **WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. T C L L 20.0 P S F R E F R 1 5 1 67938 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 No.5 7 O'ONOFRIO DR., SUITE 200, MADISON. NI 53119) ANO NTCA (X000 TRUSS CODNGII. OF AMERICA, 6300 ENTERPRISE LN, MADISON, NI 53119) FOR SAFETY PRACTTCES PRIOR TO PERfORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. y * T C D L 70 P S F DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED L RIGID CEILING. ST OF • _ r :Ilk- BC DL 10.0 PSF DRW HCUSR151 06040085 —IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED p ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS UF.S[GN; ANY FAILURE TO BUILD THE fl �� BC LL 10.0 P S F HC-ENG CC/AF TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF SPA) AND TPI. ALPINE O CONNECTOR PLATES ARE MADE OF 20/I./16GA (W.IT"/K) ASTM A653 GRACE 40/60 (W, K/H,S) GAL V. STEEL. APPLY TOT.L D. 47.0 P S F SEA N 53687 R E V PI ATES TO EACH FACE OF TRUSS AND, UNLESS OT HERN 1, IOC ATI[)ON THIS DESIGN, POSITION PEA DRAWINGS 160A-2. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPI1-200] SEC.3. A SEAL ON THIS FROM PS Al me Engineered Products,Inc. CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOI ELY FOR THE TRU 55 COMPONENT F 6 D U R.FAC. 1.2 5 "50 Myyarley Drive HE SIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE fiaeA,....11344ion, MITI�t GNERP PI I �, .,. CIN( .., 4.0 15U _Z 0 :,,_ IMlJ OWU PKtPAKtU YKUPI LUMPU'ILK 1NPU1 (LUAUS & U1MtNSIUNJ) JUMM111tU MY IKUJJ MKK. ( J 06-0021 - LOT 14 PARADISE PRESERVE , FL J4 ) Top chord 2x4 SP #2 N 120 mph wind, 24.02 ft mean hgt, ASCE 7-02, PART. ENC. bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N DL=3.5 psf, wind BC DL=5.0 psf. H = recommended connection based on manufacturer tested IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: capacities and calculations. Conditions may exist that require CHORD SPACING(IN OC) START(FT) END(FT) different connections than indicated. Refer to manufacturer BC 64 0.13 16.90 publication for additional information. Deflection meets L/480 live and L/360 total load. 4X4= 4X4�� 3X50 8 F- 5-7-0 19-7-0 2X4(Al) = 1.5X4 III 5X7= 3 X 6 III 12-2-5 _I, 4-8-8 �I 16-10-13 Over 2 Supports _I R=824 U=521 H=Simpson LUS26 w/ (3) 10d Common, 0.148"x3.0" nails in Truss w/ (4) 10d Common, 0.148"x3.0" nails in Girder R=812 U=634 W=3.45" Girder is (1)2X6 min. So.Pine Design Crit: TPI-2002(STD) /FBC �N. VR F/S+ PLT TYP. Wave Cq/RT=1.00(1.25) /10(0 7.22. N '•••�' TY:1 FL/-/3/-/-/R/- Scale =.25"/Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. T C L L 20,0 P S F R E F R151-- 67939 REFER TO BC SI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (1RUSS PLATE INSTITUTE. 583 N .59i�87 D'ONO FPI0 DR., SUITE 200, MADISON. NI 53Z 19) AND NT CA (N000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN. MADISON, NI 53)19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 0THERNISF INDICATED, 1 i i T C D L 7.0 P S F DATE 0 2/09/06 TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND 80TT OM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. w BC DL 10.0 PSF DRW HCUSR151 06040092 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS, INC. SHAII NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE OP�\ B C L L 1 0.0 P S F HC-ENG C C/A F TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING 8 BRACING OF TRUSSES. [1 '._r` DESIGN CO Hf ORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DES TGX SPEC, 8Y AF EPA) AND TPI. ALPINE V CONNECTOR PLATES ARE HAD, OF ZO/18/1GGA IW.H/S/K) ASTM A653 GRADE 40/60 (N. K/H,S) GAL V. STEEL. APPLY l• TOT.L D. 47.0 P S F S E Q N 53691 R E V PLATLS TO EACH FACE OF TRUSS ANO. UNLESS OTHERWISE L0 CA TED ON THIS OE SIGN. POSITION PER OR AWINGS 160A Z. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF rP11-2002 SEC.3, a SEAL ON THIS Fe '06 D U R.FAC. 1.2 5 FROM PS Alpme Engineered Products,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLEIY FOR THE TROSS COMPO WENT ,950 CM�arley Drive DESIGN SHOWN. THF SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING I5 THE RESPONSIBILITY OF THE ( �` Ly` �urHfieaeol.Z.;:.u:,:,ISon4569' . BUT ., ... IGNER ,� .:IiPI It t":,, �. .., ,:; ..::,: ... :,m.....: :. :..,...:CINI ,;.,, >4.0 ,,::,., J . ISD .,. _Z O IH1S UWU PKLVAKLU YKUM LUMPUILK 1NPU1 (LUAU) 5 UIMtNSIUNS) SUb MIIILU HY IKUSS MFR. ( J-06-0021--- LOT 14 PARADISE PRESERVE , FL J5 ) Top chord 2x4 SP #2 N 120 mph wind, 24.02 ft mean hgt, ASCE 7-02, PART. ENC. bldg, not Bot chord 2x4 SP #1 Dense located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N DL-3.5 psf, wind BC DL-5.0 psf. H = recommended connection based on manufacturer tested (B) Continuous lateral bracing equally spaced on member. Or 1x4 capacities and calculations. Conditions may exist that require SP #3 or better "T" brace. 80% length of web member. Attached different connections than indicated. Refer to manufacturer with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. publication for additional information. (A) Continuous lateral bracing equally spaced on member. Or 2x4 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: SP #3 or better "T" brace. 80% length of web member. Attached CHORD SPACING(IN OC) START(FT) END(FT) with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. BC 75 0.13 14.90 Deflection meets L/480 live and L/360 total load. 4X4(R) III 8 F- 1.5X4 111 1.5 4111 (A) (B 6-11-0 ZI 19-7-0 2X4(A1) = 3X5= 5X7(R) III 12-2-5 ,1, 2-8-8 J 14-10-13 Over 2 Supports R=728 U=392 H=Simpson LU26 w/ (4) 10d, 0.148"x1.5" nails in Truss w/ (6) 10d Common, 0.148"x3.0" nails in Girder Girder is (1)2X6 min. So.Pine R=715 U=621 W=3.45" Design Crit: TPI-2002(STD) /FBC ,a"" R• fiS PLT TYP. Wave C RT=1.00(1.25) /10 0 7.22. "'••.! TY:1 FL 3/-/ R - Scale =.25" Ft. —WARNING—TRUSSES RFOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. T C L L 2 0,0 P S F R E F R 1 5 1 67940 REFER TO BCS[ 1-03 (BUILDING COMPONfNi SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 N 55687 D'ONOFIR 0 DR.. SUITE 200. MADISON, HI 53]19) AND WTCA (W000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON. WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. 1 T C D L 7.0 P S F DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY A7 CACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED *�• l� •� k RIGID CEILING. b �F ;�@ BC DL 10.0 PSF DRW HCUSR151 06040091 'IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AIPINE ENGINEERED •• ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANV FAILURE TO BUILD THE B C L L 10.0 P S F HC-ENG CC/AF TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. Ha NDL ING. SHIPPING. INS TALL IXG B BRACING OF TRUSSES. •• DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFAPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE.OF 20/18/16GA 1%""11/K) ASTM A653 GRADE 40/60 (W, K(H,S} GA LV. STEEL. APPLY 1• TOT.L D. 47.0 P S F S E Q N 53696 R E V PTA TES TO EACH FACE OF TRUSS AND. 11NLE S5 OTHERWISE LOCATED ON THIS DESIGN, PO5I TION PER DRAWINGS 160A Z. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPII-2002 SFC.3. A SEAL ON THIS Feb '06 D U R.FAC 1.25 F R 0 M P S kI"l Engineered Products,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 'ai—C "" BUIL IGNER TPI I �s7ficate of w. �iion#56 ;. U- - I -. .€ ,, t; ,w_ .__.. C I N .._.,_ 4.O ...,_ J 1 S D „Z 0 1111) UWU PKLPAKLU THUM LUMPUILK 1NPUI (LUAU) 5 U1M[NJIUNJ) JUHMJJ1LU 6Y IKUJJ MYK. (J-06-0021-- LOT 14 PARADISE PRESERVE , FL - K1) Top chord 2x4 SP #2 N :T1 2x4 SP #1 Dense: 120 mph wind, 16.18 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, wind Webs 2x4 SP #2 N BC DL-2.5 psf. Calculated horizontal deflection is 0.42" due to live load and (A) Continuous lateral bracing equally spaced on member. Or 1x4 0.19" due to dead load. SP #3 or better "T"brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 61 0.00 17.06 BC 71 17.06 32.29 5X8= 1.5X4111 5X9= --j8 $ r— 3X5�� 3X5,0 6X8= 5 5 3X5 5X5�� Tl 3 X 5 5X7�i 5 X 5 5 X 5 1-8-7 11-3-13 1 1-2 15 1.5X4111 10-6-10 1.5X4111 13-1-9 7-10-6 11-3-9 17-0-12 15-2-12 32 3 8 Over 2 Supports R=1415 U=558 W=3.5" R=1415 U=564 W=3.5" Design Crit: TPI-2002(STD) /FBC Baa R F/S PLT TYP. Wave C RT=1.00(1.25 10(0 7.24.1 CENS'•�'�` Y:1 FL/-/3/-/E / Scale **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. T C L L 20.0 P S F R E F R151-- 67941 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5X3 No.59687 D'ONO FR IO DR., SUITE 200, MA OISON. NI 53]19) AND HT CA (HOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, MADISON. NI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERHISE INDICATED. y 1 •�* T C D L 7.0 PSF DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED ri 1[ • RIGID CEILING. TA OF a BC DL 5.0 ESE DRW HCUSR151 06040127 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED a PRODUCTS. INC. SItALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BU(Lp THE BC LL 10.0 P S F HC-ENG SSB/AF A L P I N E TRUSS IN CONFORMANCE NI TN TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING 6 BRACING OF iRUSSE S. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF6PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF TO/1B/T6GA (H.H/S/KI AS IN 1653 GRADE 40/60 (W. K/H,S) GALV. STEEL. APPLY TOT.L D. 42.0 P S F S E Q N 55659 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERN ISE LOCATED UN THIS DESIGN, POSITION PER DRAWINGS 160A-Z. Alpine Engineered Products,Inc. DANYRAIN WINGPINDIOCATEOF S PLATES FOLLOWED BY {i) SHALL BE PER ANNEX A3 OF TPII 2002 SEC.3. A SEAL ON THIS F e b 9 '06 OUR.FAC. 1.25 FROM P S 1950 Marl I u ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIB IL.I TY SOI ELY FOR Lf1[ TRUSS COMPONENT e'/ DESIGN SHOWN. THE SUITABILITY ANO USF OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Vii;#ificateot�T oo#56 ``. w: BU .,..,;;'GXER .. .;TPI T „_: t-.:,,, �,. . �a. �e;,w. -,...< C I N ..:::'.4.OU J1 .. ., 1SU _Z0 .,;- IMIS UWb PHLPARLU KKUM LUMPUILK INPUI (LUAUS 6 UIMtN�,IUN�) JUMMIIILU UY IKUJJ MFM. { J-06-0021-- LOT 14 PARADISE PRESERVE , FL K1 GE ) Top chord 2x4 SP #2 N 120 mph wind, 15.82 ft mean hgt, ASCE 7 02, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT I1, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #2 N BC DL=5.0 psf. Truss spaced at 24.0" OC designed to support 2-0-0 top chord IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: outlookers. Cladding load shall not exceed 10.00 PSF. Top chord CHORD SPACING(IN OC) START(FT) END(FT) must not be cut or notched. BC 120 0.00 32.29 Deflection meets L/480 live and L/360 total load. Shim all supports to solid bearing. Fasten rated sheathing to one face of this frame. SEE DWGS HCUSR001 02086015 FOR MORE REQUIREMENTS 5X5= 5X7(R) III 4X4= s � $ F- 1 11-3-13 1-1-4 0-10-12 T 10-6-10 --8-8-2 SIF 15-10-4- 13-1-9 5-10-4 13-1-9 ,�, 7-10-6 11-3-9 I� 17-0-12 1 15-2-12 32-3-8 Over 4 Supports R=165 PLF U=134 PLF W=32-3-8 Note: All Plates Are 1.5X4 Except As Shown. a PLT TYP. Wave Design Crit: TCI RT�1 2(00( / 00 D1/25)ST10(0) 7.22.FBCa�� .. ..$As'y� TY:1 FL/- 3 R/- Scale =.1875" Ft. *'WARNING•*TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. TIC L L 20.0 P S F R E F R151- 67942 REFER i0 BC SI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 N .59687 D'ONOFR'ONIO OR.. SUITE 200. MADISON. HI 53119) ANO HTCA (W000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, ICATED. If M OPAD I CHORDN SHALL]HAVEO PROPERLY ATTACHEDS STRUOCTURALP PANELSIANDNG T BOTTOMUCHORDN SHALL N HAVE ALPROPERLYIATT ACHED * I 1� TIC DL 7.0 P S F DATE 02/09/06 RIGID CEILING. r. TE 0 �Qg BC DL 10.0 PSF DRW HCUSR151 06040067 —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TU BUILD TIIE = B C L L 1 0.0 P$F H C-ENG CC/AF TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HA HOLING. SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN COXF ORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFaPA) AND TPI. ALPINE O L C6 NNECTOR PLATES ARE MADE OF 20/18/16GA (N.11/S/K) ASTM A653 GRADE 40/60 (W, K/H,S) GAL V. STEEL. APPLY TOT.LD. 47.0 P$F S E 0 N 53758 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL UN THIS FROM PS A1pmeEngineeredProducts,Inc. DR AN,NG 'NDICATES Fe 06 OUR.FAC. 1.25 IISO Watley Drive ACCEPTANCE OF PN OFESSIONAL ENGINEERING RE SPONSIBIL1iV SOLELY FOR iHL IRU55 COMPONENT _ DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE BE OF THE �ialOCSC -g44 BUIL TPI 1 .. IGNEN ._ It ,r. ,� u"w'— : _ ., _:c I N ..�4.0 ._,.. .�.K..._l s u ...._z O �;- M1J UWb PRLPARtU -HUM (.UMPUIER INPUT (L UAUJ 6 UIMEN�,IUNJ) JUMMIIILU CI IHUSJ MIK. ( J-06-0021 -- LOT 14 PARADISE PRESERVE , FL - K2 } Top chord 2x4 SP #2 N (**) 1 plate(s) require special positioning. Refer to scaled Bot chord 2x4 SP #2 N plate plot details for special positioning requirements. Webs 2x4 SP #2 N :Rt Slider 2x4 SP #2 N: BLOCK LENGTH = 2.370' 120 mph wind, 18.96 ft mean hgt, ASCE 7-02, PART. ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: DL=3.5 psf, wind BC DL-5.0 psf. CHORD SPACING(IN OC) START(FT) END(FT) BC 43 0.00 21.97 Deflection meets L/480 live and L/360 total load. BC 75 21.97 30.08 1.5X4111 3X8- 4X4= >��3 5X5 X5�� 3X5�i 0-9-7 3X51 � 1970 2 X 4 III 8 r 3X50- 5 X 12 X5-5X12(**) = 4X4(E3) 5X50 3X6(E3) III 1 2-15 5 5X5 5X5 15�- 10-6-10 1.5X4111 L-3-9-8.j 21-5-11 8-7-6 21-11-10 8-1-6 30-1-0 Over 2 Supports R=1258 U=616 W=3.5N R=1691 U=1158 W=3.5N on Design Crit: TPI-2002(STD) /FBC �``,Y\ •.F�S�, PLT TYP. Wave C RT=1.00(1.25) 10 0 7.22. :Zj NSF'':F•p TY:2 FL/ 3 -/ R Scale =.125" Ft. —WARNING—TRUSSES REQUIRE 11T1EME CARE IN FABRICATION, HANDLING, SHIPPING, INSIALLING AND BRACING. •58687 T C L L 20.0 P S F R E F R 1 5 1 67943 REFER TO BCSI 1-03 (BUILDING COMPONENT Ni SAFETY INFORMATION). PUBII SHED BY TPI (TRUSS PLATE INSTITUTE, 583 V0, D-ONPERE0 DR.. SO ITE 200, MADISON, WI 53]19) AND NTCA (HOOD TRUSS COUNCIL OF AME AICA. 6300 ENTERPRISE LN. J. y MADISON, WE 53]1 9) FOR SAFETY Pft ACiICES PRIOR TO PERFORMING THESE FUNf,T IONS. UNLESS OT MERWISE INDICATED. Tj�` )t{ R TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND DOTTON CII ORO SHALL HAVE A PROPERLY ATTACHED t TC DL 7.0 P S F DATE 02/09/06 RIGID CEILING. A/E F ' QQ�• BC DL 10.0 PSF DRW HCUSR151 06040098 **IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��••'�� ALPINE PRODUCTS, IHC. SHALL Nor BE RESPONSIBLE FOR ANY DEVIATION FROM rHE'DESIGN: ANY FAILURE TO BUR 0 THE A� B C L L 1 0.0 P S F H C E N G CC/AF TRUSS IN CO Nf ORMANCE HI TH TO OR FABRICATING. HANDLING. SHIPPING. INSTALLING 8 DRACING OF TRUSSES. A DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN SPEC, BY AFEPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 2O/ln/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H,S} GALV. STEEL. APPLY TOT.LD. 47.0 P$F S E O N 46643 R E V PLATES TO EACH FACE OF TRUSS AND, UNLESS OTIIERW ISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. Al me En ineered Products,Inc. ANY INSPECTION OF PLATES FOLL'WEO BY (i) SHALL BE PER ANNE% Al OF TPII-2'02 SFC.3. A SEAL ON THIS F e 0 0 6 P g19s0 Marl Df1VC DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RE SP ONSTITLE TY SOLELY FOR THE TRUSS COMPONENT D U R.FAC. FROM PS ey DESIGN SHORN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY DUIIDTNG IS THE RESPONSIBILITY OF THE ku> -ifiaeof a<In#56 ,, _;:. Du1L „_IGNER P PI 1 �f.::, U,,. U. ., t.,, It IL :. t,z. � ..., ;CIN( . 4.D�<:ii`,.. JI�,....;ISD ,< _Z0 3 ., .,. 7ITIJ UW6 PHLPANLU FROM COPIED IEN INPU I (LUAU) 6 U1MLN�,ION�,) JUUMIIIIU BY IRU��, MFR. ( J-06-0021- -- LOT 14 PARADISE PRESERVE , FL - K3 ) Top chord 2x4 SP #2 N 120 mph wind, 17.79 ft mean hgt, ASCE 7-02, PART. ENC. bldg, not Bot chord 2x4 SP #2 N :B1 2x4 SP #1 Dense: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N DL=3.5 psf, wind BC DL=5.0 psf. :Rt Slider 2x4 SP #2 N: BLOCK LENGTH = 1.500' Calculated horizontal deflection is 0.22" due to live load and (A) Continuous lateral bracing equally spaced on member. Or 1x4 0.14" due to dead load. SP #3 or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 38 0.15 25.47 BC 75 25.47 33.58 5X5= 5 X 5 1 � 8 3X5,0 3X5 (A) 0-9-7 5X5 1970 3X5,0 5X12= 2X4111 8 r 3X5 4X4(E3) 3X6(E3) III 5X7% J5 Bl 1.5X4111 9-1-2 3X8(F2) L�3 9 8 j IE 24-11-11 8-7-6 �I 25-5-10 8-1-6 ) - 33-7-0 Over 2 Supports R=1441 U=642 W=3.5" R=1853 U=1179 W=3.5" Design Crit: TPI-2002(STD) /FBC a��VN•,. :,f/Sy PLT TYP. Wave C RT=1.00(1.25)/10 0) 7.22.1 ,. JGE S••••;t� Y:1 FL 3/ / R - Scale =.125" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F R151-- 67944 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 N 59687 D.00 FRI0 OR., SUITE 200, MADISON. WI 53119) AND WT CA (1001 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, y MADISON, 1I 53]19) FOR SAFETY PRACTICES PRiUP TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, * 1{ T C D L 7.0 P S F DATE 02109106 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG'° CEILING. ATE OF rt�Q= BC DL 10.0 PSF DRW HCUSR151 06040081 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •• Q / ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE B C L L 1 0.0 P S F HC-ENG C C/A F iR USS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SNIPPING. INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF3PA) AND TPI. ALPINE Al TOT.L D 4 7.0 PSF S E 0 N 46648 R E V CONNECTOR PLATES ARE MAO, OF 20/IH/16GA (1.H/S/K) ASTM A55J GRADE 40/50 (1, K/N,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS 1ES1G% 10$17101 PER 1,1A11"GS 161A,1 Alpine Enpineered Products,Inc. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPII-2002 SEC,3. A SEAL ON THIS F b 06 D U R.FAC. 1.25 F R 0 M P S p D DRAWING INDICATES ACCEPTANCE OF PROFESSIONAI ENGINEERING RE SP ON SIBTt ITY SOL EL FOR THE TRUSS COMPONENT 1950 Maley Dnve pF5[GN SHOWN. THE SLIT TAR[CITY AN USE OF THIS CDMPONE NI FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Ihinc,�Y`L`L"U'I1$ IeO PIIGOII $ ,....,; BUIL`.:',,. IGNER . 'TPI i ...._..,a. urt:,>. .z..,x:;. ..ry �'a,:.` .:.:.'., —z,". CIN ... 14'.OIL, JIV- :, 1SU �_Z0 IMi�, UWb YKtVPKtU TKUM I,UMYU1tK INFU I LUAUS 5 U1MtN�,tUNJ) JUbMIIItE) by IKU'S ME K. ( J-06-0021 -- LOT 14 PARADISE PRESERVE , FL - K4 ) Top chord 2x4 SP #2 N 120 mph wind, 17.07 ft mean hgt, ASCE 7-02, PART. ENC. bldg, not Bot chord 2x4 SP #2 N :B1 2x4 SP #1 Dense: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N DL-3.5 psf, wind BC DL=5.0 psf. :Rt Slider 2x4 SP #2 N: BLOCK LENGTH = 1.500' Calculated horizontal deflection is 0.22" due to live load and (A) Continuous lateral bracing equally spaced on member. Or 1x4 0.14" due to dead load. SP #3 or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 39 0.15 25.47 BC 75 25.47 33.58 5X5= 3X8@ 8 3 X 5 3 X 5 8 (A) 0-9-7 5X5.0 19-7-0 T 5X12= 2X4111 3X5iO 4X4(E3) 3X50 3X6(E3) III 5X7 J 5 B1 1.5X4111 9-1 2 3X8(A1) 2-0-0 L3-9-11_� 24-11-11 8-7-6 1 25-5-10 8-1-6 33-7-0 Over 2 Supports J 111575 U=701 W=3.5" R=1848 U=1145 W=3.5" R. fjs, Design Crit: TPI-2002(STD) /FBC `��,. ENS.,�.� PLT TYP. Wave C RT=1.00(1.25) /10(0) 7.22.1 F Y:1 FL/ 3/-/ R - Scale =.125" Ft. **WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TOOK CSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TP1 (TRUSS PLATE INSTITUTE. 583 0.59687 T C L L 2 0.0 P S F R E F R151-- 67945 D'ONOFRIDR., SUITE 200, MAD[SO N, NI 53719) AND NTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. $y /` MAOI SON. NI 53]19) FOR SAFETY PRAf,T I C,ES PRIOR TO PE.ftF ORHI NG THESE FUNCTIONS. UNLESS OTHERNI SE INDICA TED, S*: if Tl. D L 7.0 P S F DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED C RIGID cEn.ING. 5 TA OF BC DL 10.0 PSF DRW HCUSR151 06040082 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT 8E RE SPONS[BLE FOR ANY DEYCAT[ON FROM THIS DESIGN: ANY FAILURE TO BUILD THE �N B C L L 10.0 P S F EIC-ENG C C/A F ALPINE RU SS IN CONFORMANCE WITH TPI: OR FABRICATING. HANpLING, SHIPPING. INSTALLING d BRACING OF TRUSSES. DESIGN CONFORMS HITH APPLICABLE PROVISIONS OF NDS (NAT IOXAL DESIGN SPEC. BY AT BPA) AN TPI. AlP1NE M CONNECTOR PLATES ARE MADE OF 20/18/16GA I .HISIK) ASTM A653 GRAUE AOj60 (N, KJO,S) GALV. STEEI. APP1Y F� TOT.L D 4 7 0 P S F S E 0 N 4 6 6 56 R E V PLATES TO EACH FACE Of TRUSS ANU, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER ORAWINGS 160A-Z. F 9 'O 6 ANY 1N6PFC,TION Of PLATES FOLLONED BY (i) SHALL BE PER ANNE% A3 OF TPI1-2002 SEC.3. a SEAL ON THIS D U R.FAC 1 2 5 F ROM P S Aipme Engineered Products,Inc. DRAM NG INDi f,A TES ACCT Pia NCF OF PROFF SSIOHAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRU55 COMPONF NT 1950 Marley Drive DESIGN SHOWN. THF SUITABILITY AND USE OF CHIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE Haices I C' 844 BUI 1GNER 'TPI 1 N _ S U1 0 Z Y �z i>Dale D, .,, IiDD S . ,n t .. _ 1 u .n . �.�,. �.. . _ c I .� X4.0 � U... . IITIJ UWU PKt11AKtU tKUM UUMPUlLN 1NNUI (LUAU) 5 I)IMLNJIUNJ) '�UMMiI(tU dY IKUJ� ME K. ( J 06-0021--- LOT 14 PARADISE PRESERVE , FL - K5 ) Top chord 2x4 SP #2 N 120 mph wind, 17.20 ft mean hgt, ASCE 7-02, PART. ENC. bldg, not Bot chord 2x6 SP #1 Dense :82 2x4 SP #1 Dense: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC :63 2x4 SP #2 N: DL-3.5 psf, wind BC DL=5.0 psf. Webs 2x4 SP #2 N Right end vertical not exposed to wind pressure. Calculated horizontal deflection is 0.23" due to live load and 0.15" due to dead load. H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require (A) Continuous lateral bracing equally spaced on member. Or 1x4 different connections than indicated. Refer to manufacturer SP #3 or better "T" brace. 80% length of web member. Attached publication for additional information. with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/480 live and L/360 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 41 0.15 25.47 BC 97 25.47 33.58 5X5% 5X7= 8 5 X 5,k, 3X5 (A) 8 r (A) 4-8-13 5X5 B3 1970 3X5.0 5X14= 4X4= 2X4111 3X5 3X3X5.0 . H0710 01 3X510 1.5X4111 9-1-2 1 2 5X9(Al) 2-0-0 1 25-4-5 5 1-11 3-1-0 _ 1 25-5-10 �� 8-1-6 33-7-0 Over 2 Supports R=1792 U=733 W=3.5" R=1630 U=1130 H=Simpson HUS26 w/ (6) 10d Common, 0.14811x3.0" nails in Truss w/ (14 Common, 0.148"x3.0" nails in Girder Design Crit: TPI-2002(STD) /FBC Gir { min. So.Pine PLT TYP. 20 Gauge HS,Wave Cq/RT=1.00(1.25) 10(0) 7.22.1 �r • ENS•••y�c` TY:l FL/ /3 / R Scale =.125" Ft. **WARNING**TRUSSES RE OVIRC EXTREME CARE IN FABRICATION. HANDLING, SNIPPING, INSTALLING AND BRACING. T C L L 2 0.0 P S F REF R151-- 67946 REFER TO SCSI I-03 (BUILDING COMPONENT SAFETY INFORMAtION), 9UBLISHED BY TPI (TRUSS PLATE INSTITUTE, S83 O,59687 O'ONOFR[0 DR., SUITE 200, MADISON. N1 53]19) AND WTCA (HOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN. : U DV Vo /` MADISON. WI 53]19) FOR SAFETY PRACTICES PRIOR !0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, y 1 • * Tl. DL 70 P S F DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACKED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 1{ • l� /� RIGID CEILING. OF BC DL 10.0 PSF DRW HCUSR151 06040079 **IMPORTANT*'FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AIPINE ENGINEERED ~ PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIAIIOX FROM THIS DESIGN; ANY FAILURE TO BUILD HE R��Q''��`' ` B C L L 1 0.0 P S F H C-ENG CC/AF A L P 1 N E IRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING 6 BRACING OF TRUSSES. V DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/ISGA (W.H/St ) ASTM AES3 GRADE 40160 (W, KIH,S) GALLA. STEEL. APPLY ^�� TOT.L D. 47.0 PSF S E Q N 5 3 5 9 4 R E V PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 169A Z. ANY INSPFITION OF PLATES FOLLOWED BY (i) SHALL BF PER ANNEX A3 OF TPI1-2002 SEC.3. a SEAL ON THIS Fe 9 '06 D U R.FAC. 1.25 F R 0 M P S Alpine Engineered Products,Inc. DRAWING INDICATES ACf,E PTANCE Of PROFESSIONAL ENGINE FRING RESPONSIBILITY SOLCIY FOR THE TRUSS COMPONEW T 1950 Malley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE lainesjl. a.."iVf a 0 DO' Lt,;:n IGRER' .w ,;TPI 1 .:. ."u ,.. ,..,: _. <,:��i.. --I.IN .,i•,,,, '4.0�,.�;,.w... J IH1J UWU PNtPAHtU EPUM I.UMMUItM 1WPU1 (IUAUJ 6 UIMtINbIM,) JUbM1IItU HP VKn, MFK. ( J 06 0021--- LOT 14 PARADISE PRESERVE , FL - K6 ) Top chord 2x4 SP #2 N :T1 2x4 SP #1 Dense: 120 mph wind, 17.86 ft mean hgt, ASCE 7-02, PART. ENC. bldg, not Bot chord 2x6 SP #1 Dense :B2 2x4 SP #1 Dense: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC :B3 2x4 SP #2 N: DL=3.5 psf, wind BC DL-5.0 psf. Webs 2x4 SP #2 N Right end vertical not exposed to wind pressure. Calculated horizontal deflection is 0.23" due to live load and 0.15" due to dead load. H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require (A) Continuous lateral bracing equally spaced on member. Or 1x4 different connections than indicated. Refer to manufacturer SP #3 or better "T" brace. 80% length of web member. Attached publication for additional information. with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. (B) Continuous lateral bracing equally spaced on member. Or 2x6 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: SP #3 or better "T" brace. 80% length of web member. Attached CHORD SPACING(IN OC) START(FT) END(FT) with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. BC 40 0.15 25.47 BC 80 25.47 33.58 Deflection meets L/480 live and L/360 total load. 8X80 1.5X4111 5 X 5 5X5�� , 8 3X5 ( ) $ r (A) 4-8-13 5X5ii 19-7-0 B3 2X4111 T1 10X14- 3X5 P B2 5X7= X5% H0510 1.5X4111 3X3; 9-1-2 5X9(Al) % 1 1 11 1_ 27-4-5 _I�I_5-1-0 _1 LIE 33-7-0 Over 2 Supports 2-0-0- 25-5-10 25-5-10 R=1792 U=753 W=3.5" R=1630 U=1152 H=Simpson HUS26 w/ (6) 10d Common, 0.148"x3.0" nails in Truss w/ (14) lOd 0.148"x3.0" nails in Girder Design Crit: TPI-2002(STD) /FBC Girder i �� .r�Fo.Pine PLT TYP. 20 Gauge HS,Wave C TRT=1.00(1.25) 10(0 7.22. .:'¢E �% �''.F TY:1 FL/ J3 /R Scale =.125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 2 0.0 P S F REFER TO BCSI 1-03 (BUILD] COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 No B87 R E F R151-- 67947 O'ONOF RIO DR.. SUITE 200. MADET YISON, NI 53]111 AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 EHER.NTERPRISE LN, MADE CHORD S/IALLINAVEO PROPERL Y AT TACNEDICISSIftUC TURALPPA NOEL SI AN DNG T BOT TOMUC HORDN S IT LNHAVE ATPROPERLYIAOT TACHED • TC DL 7.0 P S F DATE 02/09/06 RIGID CEILING. CJ OF =Q,$ BC DL 10.0 PSF DRW HCUSR151 06040070 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE \ B C L L 1 0.0 P S F H C-ENG CC/AF TRUSS IN CONFORMANCE WITH IPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING 6 BRACING OF TRUSSES. a� DESIGN CONE ORM,W"" APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AEAPA) AND TPI. ALPINE A Y T� CONNECTOR PLATES ARE MADE OF 2O/I8/16GA (W.HISJRF ASTM A653 GRAD£ AD,60 (W, N,H,S) EAI V. STEEL. APPLY TOT.LD.. 47.O P S F SEAN 53601 ❑.�Q �pF� .,,,1 E., PLATES TO SPECANY IN _EACH FACE OF TRUSS AND. UNLESS HIS LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A ZTOT S. X A3 OF 11 Z SEC. Alpineilnin� PmduCIJ,Inc. DRAWING INDICATES PACCEPTANCE LATES OOFDPSOFT 5IORAL LENGINEERING HE PER ERESPONSIBILITYOOSOLELY 3FOR THE TRUSS ACOMPONENT F 0 6 D V R•F A 1.2 5 FROM P S 1950N12f1ey�fve DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 12IDC*e "844 (,, BUIL 1GNER TPI 1 ,, ,,i4 . -_kls.*7Da#56#x` � �. �rr� -.t � �ri � �� K .crnt4.0t,,:x jj . _lsu _zo IN1J UWU YHtVAR FU IF KUM I,UMYUItH INV 0i (LUAU) 5 UIMtNJIUNJ) bUbMIIItU b IMYR ( J 06-0021-- LOT 14 PARADISE PRESERVE . FL K7 ) Top chord 2x4 SP #2 N 120 mph wind, 17.08 ft mean hgt, ASCE 7-02, PART. ENC. bldg, not Bot chord 2x4 SP #1 Dense :62 2x4 SP #2 N: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N DL 3.5 psf, wind BC DL-5.0 psf. :Rt Bearing Leg 2x4 SP #2 N: Right end vertical not exposed to wind pressure. Calculated horizontal deflection is 0.16" due to live load and 0.10" due to dead load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 41 0.15 24.72 5X5! 3X50 6 6-11 8 r 5X5.0 19-7-0 2X4= 3X5oi $B 3 X 5 i0 4X4(R) \\\ 5 X 5 1.5X4111 - }9-1-2 3X8(A1) T 2-0 0 125-1-10 Over 2 Supports R=1364 U=349 W=3.5" R=1216 U=1109 W=4.95" (3.5" Effective Contact) Design Crit: TPI-2002(STD) /FBC .01,.r�''v�, .:,F�s�, PLT TYP. Wave C /RT=1.00(1.25 10(0) 7.22. , NS''••;E' TY:1 FL 3 RJ Scale =.125" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. T L L 2 0 PSF F REF I.R TO BC57 I-O' (BUIIDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 o.59687 REF R 15 67948 D'ONOFRIO OR., SUITE 200, MA OI SU NR SAC , NI 53]19) AND NTCA (HOOD TRUSS COUNCIL OF AMERICA, 6300 ENTISEERPRISE LN, ER , M UPI CHORDW SHALLI HAVEO PROPERLY ATTACHEDS STRUCTURALPP AREAS AN BOTTOM BOTT MUTHESE F CHORD SHALL HAVE AI PROPERLY ATTACHED ¢ • TC D L 7 0 PSF DATE 02/09/06 RIGID CEILING. A F Z= BC DL 10.0 PSF DRW HCUSR151 06040065 t- **IMPORTANT**F URN[sH q COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED `OPS�kr ALPINE PROOUCtS, INC. SHALL NOT DE ftESPONS[BLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE �+� B C L L 1 0.0 P S F H C E N G CC/AF TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTPLL ING 8 BRACING OF' TRUSSES. ••. V DESIGN CONFORMS NI iH IT PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF6PA) AND TPI. ALPINE L CONNECTOR PLATES ARE MADE OF 20/18/1fiGA (W.H/S11I ASTM 1653 GRACE 40160 (W, K/H,S) GALV. STEEL. APPLY TOT.L D. 47.0 PSF SEAN 53605 PLATES i0 EACH FACE OF TRUSS AND. UNLESS DIME NWISE TO CAE0 ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z. C� P ,I 4., ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL DE PER ANNEX A3 OF 'PIT -2002 SFC.'. A""AL ON THIS AII1U10 Englneeted Products,Inc. DRAW ING [NQICAiES ACCEPTANCE OF PROFF55tONaL ENGINEERING NESPDXSIBILITY SOLELY FOR THE TRSS COMPONENT F e 0 6 D U R.F A C. 1.25 FROM P S 1950ino Malley Drive QESIGN SH ON N. THF SDI TAB IL I TY AND USF OF THIS COMPONENT FDR ANY eD.LOING IS THE RE11-11BILI TY OF 111E �w s ii AL" > ]1 nsb ...., BUIL •;,.,-IGNER TPI 1 ,, ..:;,. .::., ,.,: � ... ,;..; gym.=.. .CINE ,..,; 4.01 .,0 ._ Jt__ 1SUt,:,..,_._Z03t :�; this UWU VKLVAKLU IF RUM L.(IMF'U I 1NNU1 ILUAUS 6 U1MtNSLUNS) SUI5MIIt ELL BY IKUSS MY K. ( J-06 0021--- LOT 14 PARADISE PRESERVE , FL - K8 ) Top chord 2x4 SP #2 N 120 mph wind, 16.51 ft mean hgt, ASCE 7-02, PART. ENC. bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N DL-3.5 psf, wind BC DL-5.0 psf. :Rt Bearing Leg 2x6 SP #1 Dense: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/480 live and L/360 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 37 0.15 22.68 5X50 3X50 5-3I-I1 8 � I 5X50 -�-19 7-0 Y 3X6= 3X5,0 3X5% 3X8(R) \\\ 5 5X50 1.5X4111 9-1-2 3X6(Al) 2-0-0 23-1-10 Over 2 Supports —� R=1267 U=312 W=3.5N R=1118 U=1007 W=3.5N Design Crit: TPI-2002(STD) /FBC 11V�. � S�S�,� PLT TYP. Wave C RT=1.00(1.25) /10(0) 7.22. F'•., TY:1 FL/-/3/-/- /-/RScale —WARNING—TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. No. W7 TC L L 20.0 P S F R E F 8 1 5 1 6794 4 REFER TO BCSI 103 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, S83 : VV O'ONOFR70 DR.. SU[TF 200, MADISON, NI 13]19) AND NTCA (HOOD TRUSS COUNCIL OF A 1[CA, 6300 ENTERPRISE LN. /` MADISON I W[ 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. * • TC 0 L 7.0 P S F DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACHE. STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED t$ RIGID CEILING. S OF B DL 10.0 PSF DRW HCUSR151 06040088 w�IriP ORTANT*'VF UR NISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED q�Op• ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS pESIGN; ANY FAILURE TO BUILD THE �\ B C L L 1 0.0 P S F H C-ENG CC/AF TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING 8 IF OF TRUSSES. DESIGN CONFORMS WI IH AP PI.I CA BLE PROVISIONS OF NDS (NATIONAL pESIGN SPEC. BY AFaLA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W.HJS(N) ASTM A6S3 GRADE 40(50 IN, YIH,S) GRIV. STEEL. APPLY TOT.L.D. 47.0 P S F S E 4 N 53612 R E V PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-ZAll . IF 'PIT I ITT' Alpine Engineered Products,Inc. URAWINGPINDIOATES Cl PACCEPTANCFOOGDPROFESSIONALLFNGINE[RINGERESPONSIBIIITV00SOLELv3FOR THF TRUSSACOMPONENi F e 06 1950M2,,,%ve DUR.FAC. 1.25 FROM PS DESIGN SHOWN. THE SII ITABILITY AND USE OF IRIS C%PONFNT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE ganesC 844 BUIL ,,r GNER PL i 1 .. W .�r .<CINt., '4.0 s. U ... >1SUt ,., z03 ,., s�,,Acateo .,..�.-pion#56 -_ IH IJ UWU YHtYAHtU LHUM i.UMYUILK IHUD I (LUAU) 5 UIMtNJIUNJ) JUbM1IItU ISY IHUJJ MY H. (J-06 0021 - LOT 14 PARADISE PRESERVE , FL A2) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x8 SP #1 Dense Located anywhere in roof, CAT II, EXP C, wind TC OL=3.5 psf, wind Webs 2x4 SP #2 N BC DL=5.0 psf. SPECIAL LOADS IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: --(LUMBER DUR.FAC.=I.25 / PLATE DUR.FAC.-1.25) CHORD SPACING(IN OC) START(FT) END(FT) TC From 57 PLF at -2.00 to 57 PLF at 22.16 BC 120 0.15 19.85 BC From 5 PLF at -2.00 to 5 PLF at 0.00 BC From 40 PLF at 0.00 to 40 PLF at 5.15 Deflection meets L/480 live and L/360 total load. BC From 110 PLF at 5.15 to 110 PLF at 15.00 BC From 40 PLF at 15.00 to 40 PLF at 20.00 BC From 5 PLF at 20.00 to 5 PLF at 22.16 5X5= 1.5X4111 1.5X4111 8 F— 8 912 3X8= 10X10= 3X6(Al) = 3X6(A1) L.�-0-O j 0-0�j 1 10-0-0 _1, 10-0-0 _1 20-0-0 Over 2 Supports R=1428 U=573 W=3.499" R=1445 U=580 W=3.5" Design Crit: TPI-2002(STD) /FBC s►y PLT TYP. Wave C RT=1.00(1.25) /10(0) 7.22. NS••.,�c` TY:2 FL/ 3 -/ R Scale =.25" Ft. —WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F REF 8 15 1 67950 REFER TO BC SI 103 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 .5(SQA'' O'ONOFRIO DR.. SUITE 200, MADISON. HI 53]19) ANO NT CA (HOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. : O MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, y 1 •!* T C D L 7.0 P S F DATE 02/09/06 TOP CHORD SHALL NAVE PROPERLY ATTACHEO STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. TAtE OF :�= BC DL 10.0 PSF DRW HCUSR151 06040126 —IMPORTANT'"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F.1: ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR qNT DEVIATION F0.OM THIS DESIGN; ANY FAILURE TO BUILD THE F_ ` B C L L 1 0.0 P S F HC-ENG SSS/A F TRUSS IN CONFORMANCE NITH TP OR FABRICATING. HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL pESIGN SPEC, By AF BPA) AND TPI. ALPINE NAL CONNECTOR PLATES ARE MADE OF 2O/18/16GA (W.HISJK) ASTM A6S3 GRADE 40160 (W, K1H,S) GALV. STEEL. APPLY TOT.L D. 47.0 P S F S E Q N 53781 PLATES IN,TO EACHT ON FACE OF TITSRUSS AND. UNLESS OTHERWISE LPLOOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z. A BYAlpine Engineered Products,Inc. pRAWINGPINO!CATEE' PACCEPTANCEDOFOPR(1FESSIONALHAL IFNGINEERINAN GERESPONSiBILITI SOLELY3FOR THE TftUSSACOMPONENT L ON Tills F e 9 '06 D U R.FAC. 1.25 FROM PS 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF INE r: .Hai Ls:rensc ;., BBIr..,,.,,1GNER :. A,,,tTPT1 .p .; ..: .;., . . .. ,,., ,v. C1N .,,..'_4.0( ,a; .;_ J :.. ISL ...: <'_ZO I H I J UWU VKtVAKtU FKUM LUMKULtK INVUI (LUAUS 8 UIMLNJIUNJ) �,UMMIt ItU UY 4KUJJ MtR ( J-06 0021 -- LOT 14 PARADISE PRESERVE , FL Pi ) Top chord 2x4 SP #2 N 120 mph wind, 21.86 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #2 N BC DL-1.2 psf. Gable end supports 8" max rake overhang. See DWG GBLLETIN0405 for more requirements. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/480 live and L/360 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 73 0.89 6.97 REFER TO HCUSR081 011310243 & 01312408 FOR PIGYBACK DETAILS. 4X4=- 8 X4=8 � 8 1.5X4 111 1.5X4 ill 2X4(A1) g � IO 2X4(A1) = 1.5X4111 1.5X4111 1.5X4111 --3-2-4 � 1 3-2-4 _1_ 3-2-4 _I 7-10-6 Over 3 Supports _1 R=17 U=180 W=6.31" R=17 U=180 W=6.31" R=65 PLF U=78 PLF 14=6-4-8 FBC PLT TYP. Wave Design Crit: TCIiRTol(00 (1/25 ) 10(0) 7.22. ,%P NS!`•r�'E` TY:1 FL/ 3 /R Scale =.5"/Ft. —WARNING—TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. TC L L 20.0 P S F REFER TO BDIL 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PEA TE INSTITUTE. 583 O �O�`S7R E F R151-- 67951 D'ONOf AIO OR.. SUITE 200, MADISON, N[ 53]19) ANp MICA (W0NG I00 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, •�`+ RE MO PN DICATED. ICMORDSON NSNALl1HAVE0PftOPER SAFIT ATTACHEDSSTRUCIUR01 ANORSIAN0ME' 0MIICHORDNSHALLNHAVE ALESS TPROPERLYI I CHEp TC DL 7.O P S F DATE 02/09/06 RIGID CEILIRG. TATE F • _ BC DL 2.0 PSF DRW HCUSR151 06040099 "IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 0 \Q�J�v PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TN IS DESIGN: ANY FAILURE TO BUILD THE ` r BC LL 0.0 P S F HC-ENG CC/AF ALPINE TRU55 IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING d BRACING OF TRU5SES. V DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NOS (NATIONAL OF.SIGN SPEC. BY AfdPA) ANp TPI. ALPINE / A�,E� CONNECTOR PLATES ARE MADE OF 20118/16GA (N,H)SJK) ASTM A653 OR AD/60 (N, K)H.S) GALV. STEEL. APPLY TOT.LD. 29.0 P S F S E O N 53715 R E V TSN, ♦� PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAM NGS 160A-Z. Alpine Erig10CCEiEd PtOilUCiS,IIlC. ORNY ANINSPCT IONATOS PLATES FOLLOWED BY (f) SHALL BE PER ANNEX AT OF TPI1 2011 SEC.3. A SEAL ON THIS F '06 D U R.FAC. 1.25 F ROM PS 1950 Marley Drive ACCEPTANCE OF PROFF SSIONAL ENGINEERING RE SPONSIB II.ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THF RESPONSIBILITY Of THE €L..a RaITICC Snr2i.uti80#5 .., s. BULLt,I,;._LONER .,.., _.'TPI 1 . c. ... . ... ._ ..:L.. >; l k,S.,._:' .um =3, .,;.0 I N' ;, ';:14.Vim;_, A.,-- 1511,,,..,,;:—Z1/ t—' IMI1, UWU PNtPAKLIJ FWUM L1JM1EU1LK INPUT tLUAUJ K U1MtNb W%N') JUtlM11ItU OY IHUJJ MIN. ( J-06-0021- - LOT 14 PARADISE PRESERVE . FL P2 ) Top chord 2x4 SP #2 Dense 120 mph wind, 21.86 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 Dense Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC DL=1.2 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/480 live and L/360 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 73 0.89 6.97 REFER TO HCUSR081 011310243 & 01312408 FOR PIGYBACK DETAILS. 4X4=- 8 X4=8 6 � go 2X4(A1) = 1.5X4111 2X4(A1) 3-2-4 3-2-4 ,I_ 3-2-4 J 7-10-6 Over 3 Supports R=-21 U=180 W=6.31" R=-21 U=180 W=6.31" R=77 PLF U=85 PLF W=6-4-8 PLT TYP. Wave Design Crit: TC1I/RT= (00 (1/FBC 25) 10(0) 7.24.if S •ryF TY:4 FL -/3 R/- Scale =.5"/Ft. —WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 2 0.0 P S F REFFR TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 ND 9687 R FI R151-- 67952 O'ONO I'R[0 DR., 03 (80 200. MADISON, HI 51]19) ANp WT CA (W000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, V4 /` MADISON, X[ 53]10) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS- UNLESS 0TITER NISF. INDICATED. * TC D L 7.0 P S F DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. QI`••��@ BC DL 2.0 PSF DRW HCOSR151 06040072 —IMPORTANT—FHRNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •.• C ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE VVV R� �� B C L L 0.0 P S F HC-ENG CC/AF TRUSS IN CO NF Oft MANCE NI TH TP[: UR FABRICATING, HA HOLING. SHIPPING, INSTALLING& BRACING OF TRUSSES. BESIGN CONFORMS NI TH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFRPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (W. K/H,S) GAIV. STEEL. APPLY TOT.L.D. 29.0 P S F S E O N 10104 R E V PLATES TO EACH 111E OF T1155 INC. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAM NGS 160A-1. ANY INSPECTION OF PLATES FO CLONED BY Li) SHALL PF PER ANNEX A3 OF IPI I-2002 SEC.,. A SEAL ON THIS Alpme Engineered Products,Inc. DRAWING INDICATES AC CFPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT F e 6 D U R.FAC. 1.2 5 FROM P S 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USF OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE GNER . : .� . .,, 14.O&x ., JIB ,_ 1SUtt,, _ZO A BUT�k, : ; _, t--" L.--. ,. L A. ,.. . , _1l_ IM1� UWU PEE.PAKLU FRUM (,UMPUILE INPU I (LUAUS 3 UIMtNJIUNJ) JUOMIIILU by 1RUJ� MFR. ( J-06-0021 -- LOT 14 PARADISE PRESERVE . FL CJ1 3R 3L ) Top chord 2x4 SP #2 N 120 mph wind, 17.57 ft mean hgt, ASCE 7 02, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 10 0.15 1.00 T*18 3-4 R= 111 U=180 1 s I R-27 U-180 2X4(A1) L<-2-0-0—� 1-0-0 Overul pports r-1 R=363 U=247 W=3.5" Design Crit: TPI-2002(STO/FBC R. IF/ TY:6 FL J3 JR Scale PLT TYP. Wave C RT=1.00 1.25) 10(0 7.22.1 **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. Q'.' TC L L 20.0 P S F REF R151-- 67953 REFER TO SCSI 1-03 (8UILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 p D'ONOFRIO pR.. SUITE 200. MADISON, NI 53]19) AND WTCA (HOOD TRUSS COUNCIL OF AMERICA, 6100 ENTERPRISE LN, No. 86$7 MADI SON. WI S3719) FOR SAff TY PRACTICES PRIOR TO PERF ORM[NG IMESE FUNCTIONS. UNLESS OI HE RMISE INDICATED, TC DL 7.0 P S F DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPEREY ATTACHED s* * /� RIGID CEILING. x TEbF :tea' BC DL 10.0 PSF DRW HCUSR151 06040106 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS, INC. SMALL NOT BE NESPONSIBLE FOR ANY OEVIATIDN FROM THIS DESIGN; ANY FAILURE TO BUILD THE :•�/ BC LL 10.0 P S F HC-ENG CC/AF TRfISS IN CONFORMANCE KITH IPI: OR fABRICATING. HANDIIMG. SHIPPING, INSTPLLING b BRACING OF TRUSSES. � �` DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPE f,. BT AFbPA) AND iP I. REPINE V CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (N, N/H,S) GALV. STEEL. APPLY TOT LD. 47.0 P S F S E O N 53723 R E V PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOC A IED ON THIS DESIGN, POSITION PER DRAM NGS 160A-Z. ANY INSPECTION 0£ PLATES FOLIONED BY (IF SHALL BE PER ANNEX A3 OF TPIt-2002 SEC.3. A SEAL ON THIS F e b '06 D U R.FAC. 1.25 F ROM P S Alpine Engineered Products,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FFIG I NE ERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT �950io By DIIVe DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY 9UIEOING IS INE RESPONSIBILITY OF THE Haines C" '844 But IGNPR +TPI 1 CIN '_4.0 L1 1SU _Z0* .rl'...,-'�ificate o '56t," 5 .: "" ;_: �` s..... ,.:a< ,.. .-. I M I J UWU PRtFAR LU THUM I,UMPUI tri 1NET)I (LUAU) h U1Mth J,I MI) JUiMIIIto I51 IMUJJ MYR. ( J-06 0021--- LOT 14 PARADISE PRESERVE , FL CJ3 2R 3L ) Top chord 2x4 SP #2 N 120 mph wind, 18.23 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC OL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 34 0.15 3.00 R=45 U=180 19-7-4 2-4-7 s 1770 R=40 U=180 2X4(Al) —2-0-0-- 1 3-0-0 13-0-0 Over 3 Supports,l R=334 U=180 W=3.5" Design Crit: TPI-2002(STD) /FBC �uR •_•F/s+ PLT TYP. Wave C RT=1.00(1.25) /10(0) 7.22.1 N g'•yE` TY:5 FL/-/3/-/-/R Scale =.5L' Ft. A*WARNING**Tft USSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. TC LL 20.0 P S F REF R151-- 67954 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INIORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 : •cAp 17 D'DNOFft IO DR.. SUITE 200, MADISON, NI 53219) AND MICA (WOOD iR USS COUNCIL Of AMERICA, 6300 ENTERPRISE LN. : iJ•JVV�o �` HAD NI 53T14) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTITERNI SE INDICATED, y : TC DL 7.0 P S F DATE 02/09/06 LOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL. HAVE A PROPERLY ATTACHED 3 ' 1{ RIGID CEILING. C f �� BC DL 10.0 PSF DRW HCUSR151 06040105 *AIMPORTANT**FURN[sH A COPY OF THIS DESIGN TO THE ION FR AT ION CONTRACTOR- ALPINE ENGINEERED t R`OA: PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE �••• B C L L 10.0 P S F HC-ENG CC/AF ALPINE TRUSS IN CONFORMANCE WITH FPI: OR FABRICATING, IANDLING, SHIPPING, INSTALLING b BRACING OF TRUSSES. DESIGN CONFORMS HIT" APPLICABLE PROVISION$ OF NDS (NATIONAL DESIGN SPEC. BY AFBPAT AND TPI. ALPINE L TOT.L D. 47.0 P S F S E A N 1078 R E V CONNECTOR PLATES ARE MADE OF 2O/18/16GA (W.H/S/R) ASTM A653 GRADE 40/60 (W, N/H,S) CAI V. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. ONLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS I60A-Z. AHYAlpine Engineered Products,lnc. DRAWINGPECT[NDICATOS PLATES FOLLQNFD BY (i) SHALL NF PER ANNE A3 OF TPI1-20HSLELYSEC.3FOR THE I US SACOMPQNENT F e 9 '06 D U R.FAC. 1.2 5 F R OM P S 1950 Marl Df1VC ACCEPTANCE OF PROFL SSI ONAI ENGI NFFR16 RE SPO NSI AILITY OF SIGN SHOWN. THE SUI IAA ILI TV AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE ND, ,t.. HER ., IPI TIan. - �,. �,:.,. :CIN 4.o ;w. j .,. lsu s_zo :,.;tl< .wz„nificateo t..,.'soon#56tv-- `- IMIS UWU PIXtPAR ELI FRUM I.UMF'UItN iNPUI (LUAUS 6 UIMEN'IUNS) SUbMIIItU OY INUJJ MFR. ( J-06-0021-- LOT 14 PARADISE PRESERVE , FL - CJ3A 1R ) Top chord 2x4 SP #2 N 120 mph wind, 18.95 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) ENO(FT) Deflection meets L/480 live and L/360 total load. BC 34 0.15 3.00 Z R=77 U=180 T* 19-7-4 2-4 7 +17-7-0 R=60 U=180 2X4(Al) 13-0 0 Over 3 Supports rE - R=153 U=180 W=3.5" Design Crit: TPI-2002(STD) /FBC •``��j►V�•R:.F�s'�, PLT TYP. Wave CgJRT=1.00(1.25) /10(0) 7.22.1 , GE '•F TY:l FL/ 3 /R Scale =.5" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. TC LL 20.0 P S F REF R151-- 67955 REFER TO 'CSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 . No. 9887 D'0 0FRED OR.. SUITE 200. MADISON, H[ 53719) AND WiCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. y MADISON. W[ 53719) FOR SAFETY PRACTICES PRIOR t0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 1 * •� ll T C D L 7.0 PSF DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED if RIGID CEILING. e OF •:keV BC DL 10.0 PSF DRW HCUSR151 06040076 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO TOE INSTALLATION CONTRACTOR. ALPINE ENGINEERED /` ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THfS DESIGN; AHY FAILURE TO BUILD THE , 4`� B C LL 10.0 P S F HC-ENG CC/AF TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING 9 BRACING OF Tft US SE S. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE w� CONNECTOR PLATE5 ARE MADE OF 70/18/16GA (W.H/S/K) ASTM A6S3 GRADE 40/60 (W, K/H.S) GALY. STEEL. APPLY TOT.LD. 47.0 P S F S E O N 1084 R E V PLATES i0 EACH FA CE OF TRUSS AND. UNLESS OF HFRWI SE LOCA 7EO ON THIS DESIGN, POSITION PER DRAH INGS 160A-Z. Alpine Engineered Products,Inc. �EAW;„�'IN�;,gTES PLATES F(JL L°WF°BY (') SHALL BE PER ANNEX A3 OF IPI1-2002 SEC.3. A SF AL ON THIS Fe 06 D U R.FAC. 1.25 F ROM P S 1950 Marl Drive AC SUITANCE Oi PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TNF TRUSS COMPON FM I DESIGN SHORN. THE SUITABILITY ANO HSE OF THIS COMP ONENi FOR ANY BUILDING IS THF RESPOMST H IT LIO OF THE L,, 2 aeo1 ., `vtigon#5 -`.. Bunt4»: GroeR ...;'TPI 1 .=F=.:z : .. w.. a ....:'.: .: ,.„: w- C I N m. ,, 4.0 ,; 1SU _ZO yeti I H I J UWU RRtVARtV YRUM L.UMMUItR INV UI tLUAUJ 6 UIMtNbi UNJ) b06MIIItU b IHU�'J MY N. ( J 06-0021— - LOT 14 PARADISE PRESERVE , FL - CJ5 2R 3L ) Top chord 2x4 SP #2 N 120 mph wind, 18.90 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 58 0.15 5.00 R=114 U=209 20-11-4 3-8-7 8 (— R=90 U=180 17-7-0 2X4(Al L<-2-0-0--�J 5-0-0 �-5-0-0 Over 3 Supports R=409 U=180 W=3.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C JRT=1.00(1.25) 10(0) 7.22.1 � NS '••;E' Y:5 FL/ 3 -/ R/- Scale =.3751'/Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. T C L L 2 0.0 P S F R E F R151-- 67956 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 Q�5 O'ONOFR[0 OR.. SUITE 200, D , NI 53]39) AND NTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MAp150 N. NI 53119) FOR 5A........ETRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. ORLE SS OTHERWISE INDICATED, * S TC DL 7.0 PSF DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CELL lxG. OF BC DL 10.0 PSF DRW HCUSR151 06040104 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED A L P I N E PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FON ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE Fn �` BC LL 10.0 P S F HC-ENG CC/AF TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING F BRACING OF TRUSSES. V ��Cr DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPF C. BY AFaPA) AN TRI. ALPINE {{{"' TOT.L D. 4 7.0 P S F S E O N 1 0 8 1 R E V CONNECTOR PLATES ARE MADE OF 20/IB/16GA IN,H/S/K) ASTM A653 GRADE 40/60 (N, K/H.5) GAL V. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE IOC ATED ON FH IS DESIGN, POSITION PER DRAWINGS 16OA-1. Feb b 9 D 6 Alpine Engineered Products,lnc. pRAWIN6PINDICAT05 PIAIES FQLLUMED BY (i) SHALL NF. PER ANNEX A3 OF TELL-2002 SFC.3. A SEAL ON THIS OUR.FAC. 1.25 F R 0 M P S 1,c Marl Ddu AC Cf PTANCE OF PROfESSIpNAL ENGINEERING RESPONSIBILl FY SOLELY FOR THE TRUSS COMPO NT 11 DESIGN SHOWN. THE SUI TAMIL ITY ANO USF OF THIS COMPONENT F'Oft ANY BUILDING IS THE THE RE SPON SIBILIFY OF THE �lI!� I'�aL ]]{(�� —'1 Y31.1t11,C.ale a`w"TPi{ut10R#3(�"^•_;i NUII�;„, IGHER ,.,. /T P1 1L ,.: i„If '; .,...,.., Et,: ,...z` _.."...: ,.,• ;,., -r .>;; .• . ..0 INt; .k'4.0 ,;r, J'R4 , 1SuI -,. --`-" "�a'::4. IIT 1J UWU MKtPAKtU LKUM UUMPUILK 1NPU1 (LUAUS 6 UIMLN!SIUN�I �)U15MIIItU UY IKUJJ Me K. ( J-06-0021--- LOT 14 PARADISE PRESERVE , FL CJ5A 1R ) Top chord 2x4 SP #2 N 120 mph wind, 19.62 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/480 live and L/360 total load. BC 58 0.15 5.00 8 F_ R-131 U=230 0-11 4 3-8-7 1770 R=104 U=180 2X4(Al) i-=- 5-0-0 Over 3 Supports ---� R=249 U=180 W=3.5" Design Crit: TPI-2002(STD) /FBC ��.d�VRR;•f/S PLT TYP. Wave C /RT=1.00(1.25) /10(O) 7.22. fITY:1 FL/ 3/ R/ Scale =.5" Ft. **WARNING** /RUSSES REOUIRE I%IREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. T C L L 20.0 P S F R E F R 1 5 1 67957 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 '� � D-ONOFBID Dft.. SOIIE 200. MADISON. NI 53119) AND WTCA (WOOD TRUSS COUNN CCIL OF AMERICA, 6300 ENITER ISTERPRISE LN,CA T C` DATE D. M O PI SHO R 0 R'DN SHALL L H AVEO PROPERLY ATTACHEDA IILLY STRUCTURAL STRUCTURAL0 TO P PANELS RF M ANDNG BOTTOMHESE CHORD SHALL HAVE AT PROPERL YI ATTACHED •� C D L 7 P S F D"1 E 02/09/06 RIGID CEILING. **IMPORTANT**FHRNt sH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI NE FRED BC DL 10.0 PSF DRW HCUSR151 06040096 ALPINE PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE BC LL 10.0 P S F HC-ENG CC/AF TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING a BRACING OF TRUSSES. •• DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE ` CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRADE 40160 IN, N/H.S) GALY, STEEL. APPLY T 0 T.LD. 47.0 PSF S E Q N 1087 R E V PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON TO IS DESIGN. POST TION PER DRAWINGS 160A Z. ANY INSPECTION O( PLATES FOLLOWED BY (1) SHALL eE PER ANNEX Al OF IPIi-2002 SE f,.3. A SEAL ON THIS 09 '06 D U R.FAC 1.25 FROM P S Alpine Engineered Products,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SULEIV FOR THE TRUSS COMPONENT 1950 Madey Dnve DESIGN SH ON N. THE SUITABILITY AND USE Of THIS COMPONENT Ni FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Haines C' '844 BUI IGNER 'TPI 1 14 rw;�eateDl .. �Dn#5 .. .. : .: t-;e,.. s _ # ... : ._ .. . . , _ t..r.. ,: tl,, _.. ..:cIN off.,:: . 1 .,._ lsu ,..,.. _zoo . . IM1J UWU 1'Kt1`AKtU rKUM (,UMKUILK INKUI (LUAU] d 1)1MtNJIUNS) JUMM11ILU NY IKUJJ MEK. ( J 06-0021- LOT 14 PARADISE PRESERVE , FL - HJA D45 ) Top chord 2x4 SP #2 N 120 mph wind, 21.16 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #1 Dense Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Hipjack supports 5-7-12 setback jacks with no webs. BC 94 0.15 7.98 Deflection meets L/480 live and L/360 total load. R=256 U=317 23-4-12 5.66 F- 4-1-4 R=200 U=180 19-7-0 2X4(A ) L<-2-9-3-->J 7-11-13 ---7-11-13 Over 3 Supports R=407 U=346 W=4.95" PLT TYP. Wave Design Crit: TCI RT=1(00 (1/25 ) /10(0) 7.22.1 ,`� CR.S �,� TY:2 FL/FBC -/3/-/-/R/- Scale **WARNING**TRUSSES REQUIRE E%TREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. 6 T C L L 20.0 P S F R E F R 15 1 67958 REFER 70 SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 •59887 G D'ONOFRI0 OR.. SUITE 200. MADISON, NI 53719) AND WiCA (X000 TRU 55 COUNCIL DF AMERIf,A, 6300 ENiERPRI SE LN, 4 y MADISON, WE 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE. INDICATED. T C D L 7.0 P S F DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ArIACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. $ TAT �F :�QF BC DL 10.0 PSF DRW HCUSR151 06040090 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSIALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE B C L L 1 0.0 P S F HC-ENG C C/A F TRUSS IN CONFORMANCE WITH TPI; OR IABR ICATING, HANDLING, SHIPPING. INSTALLING E BRACING OF TRUSSES. NAS`�VV DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OE SIGN SPEC, 8Y AFLRA) AND TPI. ALPINE ` T 0 T.L D. 47.0 P S F CONNECTOR PLATES ARE MADE OF 20/18/16GA I%H/S/K) ASTM•653 GR ARE 40760 (W. K/H,5) GALV. STEEL, APPLY S E Q N 53737 R E V PI.AYES TO EACH FACE OF YRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A Z. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER "'El A3 OF TPI1-'002 SEC.3. A SEAL ON THIS Feb 0 9 '06 Alpine En ineered Products,Inc. D U R.F A C. 1.25 FROM P S p g DRAWING INDICATES ACCEPTANCE OF Pft OFF SSi0N Al ENGINEERING RE SVONS[RTLITY SOLELY FOR THC TRUSS COMVONE NT 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF IIII5 LDMP ONENT FOR ANY BUILDING 15 THE RESPONSIBIL TTY OF THE "Jain�i.'c.`,is.lfi ae0 .. 800#56 BUIt4. IG NER TPI 1 ;..-:: .".:`.'. .:.' .?*+_... .:_. .`,. ,. It CIN INIJ UNU YHtYAH tU THUM EUMPUItH INYUI (LUAU) 6 UIMt.NJIUNJ) JUtlM111LU ISY fHUJJ Mt H. ( J 06-0021--- LOT 14 PARADISE PRESERVE , FL HJB D45 ) Top chord 2x4 SP #2 N 120 mph wind, 21.10 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC OL-3.5 psf, wind BC DL=5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Hipjack supports 5-6-15 setback jacks with no webs. BC 75 0.15 7.89 Deflection meets L/480 live and L/360 total load. R=240 U=295 23-3-13 4-0 11 5.66 F-- R=178 U=180 19-7-0 2X4(A1) --2-9-3 31E 7-10-10 �I i-E -7-10-10 Over 3 Supports R=494 U=447 W=4.95" Design Crit: TPI-2002(STD) /FBC �,o R7:'/Sy PLT TYP. Wave C /RT=1.00(1.25) 10(0) 7.22. .•f� ''••.t�' TY:1 FL/ 3/ R/- ( Scale =.375"/Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. TC LL 20.0 P S F R E F R 1 5 1 67959 REFER TO BC51 1-03 (B0 LOING COMPONENT SAFETY INFORMATION), PUBLISHED BY TP[ (TRUSS PLATE INSTITUTE, 583 N .59687 D'ON OFRIO DR.. SUITE 200. MADISON, WI 53)19) AND WT CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON. W1 53119) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, y y �` T C D L 7.0 PSF DATE 02/09/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED if RIGID CEILING. 'T'E F BC DL 10.0 PSF DRW HCUSR151 o6oao1o2 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED /C �•'•aV ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE �` BC LL 10.0 P S F HC-ENG SSB/AF TRUSS IN CONFORMANCE WITM TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF-A) AND TPI. ALPINE TOT.L D. 47.0 P S F S E O N 53734 R E V CONNECTOR PLATES ARE MADE OF 2O/18/16GA (%"/S/R) ASTM A653 GRADE 40/60 (W, N/H,S) GALV. STEEL. APPLY PLATES 10 EACH TAf,E OF TRUSS AND. UNLESS OTHERWISE LOCATED OH THIS DESIGN, POSITION PER DRAWINGS 160A Z. F n '06 O 6 ANY INSPECTION OF PLACES FOLLOWED 8Y (I) 511ALL BE PER ANNE%Al OF T111 1012 11C.3. A SEAL ON THIS V D U R.FAC 1.25 F R 0 M P S Alpine Engineered Products,Inc. pRAWING INDICATES ACCEP TANf,E Of PROFESSIONAL ENG INEERiNG RESPONSIBILITY SOLELY FOR THF TRUSS COMPONENT 1950 Marley Drive pE5[GN 511 OWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE r II� �`I1 "P"i.�.i,"flCal�e0�iOY:Lu SO#56 - BUtlq.:(.,..,xr]GNER .. <;'i Pl 1 ., :: 4:"..D :... v,,•.z: v.,.,: ..a..=. �z,.,, ;;di•el. rdil•<:C INS,.: ., :<'4.0t. =M.,1. CIS_,. 150 ;,.< .. _ZO :<.,: 2X6 "T" REINFORCING tNcMEMRGriTlLE DEmriTlGABLE VERTICAL PLATE SIZES 2X4 "T" SYM. VERTICAL LENGTH PLATE IF PLATES IER ABOUT + FOR LET-IN VERTICALS BETWEEN CHORDS SIZE OVERLAP* LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN V 0". BUT 2X4 2X8 TOENAITOENAIL LESS THAN 11' 6" GREATER THAN 11' 6" 2.5X4 2.5X8 ( REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. + s IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM "L' TO "T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE: 2X4 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE GABLE + APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR VERTICAL 2X4 2X8 SBCCI WIND LOAD. LENGTH P. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED "T" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 % 10 % + 15 FT 2x6 40 % 50 % 110 MPH 2x4 10 7 10 % 30 FT 2x6 50 7 50 % 100 MPH 2x4 10 % 10 % 15 FT 2x6 30 % 50 % 100 MPH 2x4 10 % 10 % PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED T U S DESIGN. 30 FT 2x6 40 % 40 % H 90 MP2x4 20 % 10 % + + ATTACH EACH "T" REINFORCING MEMBER WITH 15 FT 2x6 20 % 40 HAND DRIVEN NAILS: 90 MPH 2x4 10 % 10 % RIGID SHEATHING 10d COMMON (0.148"X 3.",MIN) TOENAILS AT 4" O.C. PLUS 30 FT 2x6 30 % 50 % 4 TOENAILS X x (4) 16d COMMON (0.162" X 3.5",MIN) TOENAILS IN TOP AND BOTTOM CHORD. 80 MPH 2x4 10 % 20 % GUN DRIVEN NAILS: 15 FT 2x6 10 % 30 Bd COMMON (0.131"X 2.5",MIN) TOENAILS AT 4" O.C. PLUS 80 MPH 2x4 20 % 10 % ,.T„ (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 % 40 % REINFORCING MEMBER 70 MPH 2x4 0 % 20 % THIS DETAIL TO HE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. 15 FT 2x6 0 % 20 % ASCE 7-93 GABLE DETAIL DRAWINGS 70 MPH 2x4 10 7 20 % GABLE TOENAILS A11015EN1103, At0015ENtlO3, A09015EN1103, A08015EN1103, A07015EN1103 30 FT 2x6 10 % 30--7-7 TRUSS SPACED AT 4' O.C. A11030EN1103, A10030EN1103, A09030EN1103, A08030EN1103, A07030EN1103 EXAMPLE: ASCE 7-9B GABLE DETAIL DRAWINGS ASCE WIND SPEED = LOO MPH A13015EC1103, A12015EC1103, A11015EC1103, A10015EC1103, A08515EC1103 MEAN ROOF HEIGHT = 30 FT A13030EC1103, A12030EC1103, A11030EC1103, A10030EC1103, A08530EC1103 GABLE VERTICAL = 24" O.C. SP #3 ASCE 7-02 GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 A13015EE0405, A12015EE0405, A11015EE0405, A10015EE0405, A08515EE0405, "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 A13030EE0405, A12030EE0405, A11030EE0405, A10O3 E0405, A08530EE0405 (1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 4 TOENAILS SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE �u VERTICAL LENGTH. WING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 •-WARNING.- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND •, F�'•,•/p REF LET-IN VERT BRACING REFER TO BCS( 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONDFRIO DR., SUITE 200, MADISON, WL 53719) AND WTCA (WOOD TRUSS COUNCIL No.59687 •� OF AMERICA, 6300 ENTERPRISE LN, MADISON, WE 537(9) FOR SAFETY PRACTICES PRIOR TO PERFORMING •2 DATE 04/14/05 THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED * * --- --- STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING DRWG GB LLETIN O4O 5 ALPINE ..IMPORTANT.. FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED SATE OF PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO p.? —ENG DLJ/KAR BUILD THE TRUSS IN CONFORMANCE WITH TPL OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE s��NAI MAX TOT. LD. 60 P S F 740/60 (W,K/H,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LDCATE ALPINE ENGINEERED PRODUCTS,INC. ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (U SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF OUR. FAC. (�(VI}� POMPANO BEACH,FLORIDA PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING _R. PER 7 ] S SAXat'— n -.0" � c+ (GABLES - 140 MPH, EXP C. PART ENC.) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 140 MPH WIND, 30.0 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE BRACING DEFINITIONS: IN ROOF, CAT II, EXP C, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PST. NOTE: "END ZONE" EXISTS 18" AT BOTH ENDS OF VERTICAL WEB. 140 MPH WIND, 30.0 FT MEAN HGT, ASCE 7-02, PART. ENC. BLDG, LOCATED ANYWHERE (A) (1) 2X4 SP #3 "L" BRACE. ATTACH WITH 0.128"X3" NAILS @ 2" OC. IN IN ROOF, CAT II, EXP C. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. END ZONES; 4" OC. BETWEEN ZONES. (B) (2) 2X4 SP #3 "L" BRACES. ATTACH EACH WITH 0.128"X3" NAILS @ 3" OC. IN + FOR VERTICAL WEBS LESS THAN 4'0": W1X4 END ZONES; 6" OC. BETWEEN ZONES. FOR VERTICAL WEBS GREATER THAN 4'0" BUT NO MORE THAN 11'6": W2X4. (C) (1) 2X6 SP #2 N "L" BRACE. ATTACH WITH 0.128"X3" NAILS @ 2" OC. IN * SPLICE, PEAK, AND HEEL PLATES TO MATCH COMMON TRUSS. END ZONES; 4" OC. BETWEEN ZONES. ** 2X4 OR GREATER CHORDS. (D) (2) 2X6 SP #2 N "L" BRACES. ATTACH EACH WITH 0.128"X3" NAILS @ 3" OC. IN END ZONES; 6" OC. BETWEEN ZONES. DROP GABLE WILL SUPPORT 4'0" QUTLOOKERS WITH 2'0" OVERHANG (DROP HEEL GABLE) SPACED 24" O.C., OR THE LOAD FROM 12" PLYWOOD OVERHANG (NOMINAL HEEL GABLE). STUD SPACING / BRACING TABLE: THIS TRUSS HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD INTO THE ROOF 2X4 SP #3 DEFLEC- (1) 2X4 (2) 2X4 (1) 2X6 (2) 2X6 AND CEILING DIAPHRAGMS. CONNECTIONS AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. STUD TION NO "L" BRACE "L" BRACE "L" BRACE "L" BRACE SPACING CRITERIA BRACE TYPE (A) TYPE (B) TYPE (C) TYPE (D) THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. 24" L/360 ----- 3' 1" 4' 2" 6' 3" 8' 0" 24" L/180 ----- 3' 4" 5' 7" 6' 3" 11' 0" ++ 7116 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION 16" L/360 3'11" 5' 3" 7'10" 9111" 16" L/180 4' 9" 7' 4" 9' 6" 11' 0" PERPENDICULAR TO SUPPORTS. 12" LJ360 ----- 4' 7" 6' 1" 8111" 11' 0" 12" L/180 5'11" 8' 5" 11' 0" 11' 0" R1 NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES OVERHANG DETAIL ++ REFER TO TABLE FOR * WITH 2 16D NAILS AT EACH END, E51 BRACING REQUIREMENTS. RI NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS LADDER W/ WITH TWO ROWS OF 16D NAILS @ 8" O.C. STAGGERED STEPS @ 24" OC. TRUSSES @ 4" 24" O.C. 1-0-0 + (TYP) INCLUDES MAX FASCIA *� ALT. GABLE SHAPES: Over Continuous Support U=280 PLF Note: All Plates Are 2X4 Except As Shown. * RZ: REVISED FOR ASCE 7 02. p '""�Z��4"�h DLJ 09)30)2005 DETAIL: 14DGC . R1 REV 2-5-02 JWC PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) Q: �BE81Y:1 HI 1 -/ R - Scale **WARNING**TRUSSES REDUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. TC LL P S F REF R001-- 0 REFER 10 B"1 1-03 TOUILOING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 0.59687 D'ONOFRIO DR.. SUITE 200, MADISON, NI 53]19) AND WTCA (1001 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE L MADISON. HI 53]19) FOR SAFETY PRACTICES PRIOR TD PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE . * •� TC DL P S F DATE 03/27/02 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE RIGID CEILING. STATE OF ¢�@ BC DL PSF DRW HCUSR001 02086015 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��aR�pP. ��. BC LL PSF HC-ENG DLJ/DLJ PRODUC/S, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGB: ANY FAILURE TO BUILD THE ALPINE BUSS IN CONFORMANCE KITH TEL OR FABRIGAIING. HANDLING. SHIPPING. INSTALLING b BRACING Uf TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AT A) AND TP[. ALPINE CONNECT PLATES ARE MADE OF 20/18/LEGA (W.H/S/K) A61'M A653 GRADE 40/60 (W. K/H.S) GALV. STEEL. APPLY J TOT.L D. 60.0 PSF S E O N 24860 ,1 ,,,J PLAITS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-2. AlpmeEllgiIlCCl2Up7T0�(I:UCLS,IIIC. ANY INSPECTION Of PLATES FOLLOWED RY (i) SHALL DE PER ANNEX A3 OF IRII 2002 $EC.3. A SE 0.L ON THIS DUR.FAC. 1.25 1950 Marl Drive URAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN GI NEER I"G BES1 O N518IIF TY SOLELY FOR THF Tft U55 COMPONEN! DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE liains, r.ifiaeolla a .uuon#SF Buu ,: ..,IGNEB .. .._ 'IPI 1t ., .., ;; ...a...a, ,_,a.,•: ,;;. -<,. ... :ING&,,' , 4.0' ,' J :: 15 _R3� ;. FORM 60OA-2004 EnergyGauge®4.0 FLORIDA ENERGY EFFICIENCY COD FOR BUILDING CONSTRUCTION I Q Florida Department of Community Affairs r �I Residential Whole Building Performance Method A Project Name: Bestcon Homes, Porpoise Key T Builder: Bestcon Homes Address: op fti✓adf�t L04 Permitting Office: City, State: Ham ,"c rkA r h , F L, 3a.d 33 Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family a. Central Unit Cap:36.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 13.00 4. Number of Bedrooms 4 _ b. Central Unit Cap: 18.0 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 13.00 - 6. Conditioned floor area(ft2) 2145 ft2 _ c. N/A - 7. Glass type I and area:(Label regd.by 13-104.4.5 if not default) _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)293.0 ft2 _ a. Electric Heat Pump �`�-� Cap:36.0 kBtu/hr - b. SHGC: HSPF:7.90 _ (or Clear or Tint DEFAULT) 7b. (Clear)293.0 ft2 _ b.Electric Heat Pump Cap: 18.0 kBtu/hr - 8. Floor types HSPF:7.70 _ a. Slab-On-Grade Edge Insulation R=0.0, 179.0 ft2 _ c. NIA _ b.Raised Wood,Adjacent R=19.0,125.0 ft2 _ c. I Others R= 19 70.0 ft2 _ 14. Hot water systems i 9. Wall types a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=11.0,1775.0 ft2 EF:0.91 b. Frame,Wood,Adjacent R=11.0,270.0 ft2 _ b.N/A - c. N/A _ d.N/A = c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,1749.0 112 15. HVAC credits b.Under Attic R=19.0,456.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, - c. N/A _ HF-Whole house fan, IL Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Garage Sup.R=6.0, 130.0 ft MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Sealed):Attic, Sup.R=6.0,80.0 ft _ MZ-H-Multizone heating) ..........----- -- --- -- --- Glass/Floor Area: 0.14 Total as-built points: 32274 PASS Total base points: 33244 I hereby certify that the plans and specifications covered by Review of the plans and THE ST this calculation are in compliance with the Florida Energy specifications covered by this980 Code. Q-4-%Q-ye I t C l l;s calculation indicates compliance mak+`,, '� �1104a �� with the Florida Energy Code. �, ,,,,, ,,,,4,, „ PREPARED B o DATE: �l c,.1 04, Before construction is completed v �- this building will be inspected for I hereby certify that this bode. Qas designed,feive.^mpliance compliance with Section 553.9 with the Florida Energ ode. � s ,O .-n, 6 Florida Statutes. oD yva Y4 OWNER/AGENT: BUILDING OFFICIAL: DATE: 3�2► I Ulo DATE: a % - 1 Predominant glass type. For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.0) FORM 60OA-2004 EnergyGauge@ 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details P - ADDRESS: , , , IUD eatracki be Lane ( R�lavIfi C &ach)FL 3a�,33 PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 2145.0 20.04 7737.4 Double,Clear SE 12.0 8.0 13.0 42.75 0.43 240.5 Double,Clear SE 6.7 8.0 36.0 42.75 0.53 809.0 Double,Clear NE 1.3 5.0 6.0 29.56 0.91 162.1 Double,Clear NE 1.1 6.0 16.0 29.56 0.96 455.6 Double,Clear NW 1.3 12.0 36.0 25.97 1.00 931.8 Double,Clear NW 1.3 8.0 36.0 25.97 0.98 912.7 Double,Clear NW 10.5 12.0 40.0 25.97 0.66 686.4 Double,Clear SW 1.3 16.0 36.0 40.16 1.00 1443.4 Double,Clear SE 1.3 10.5 30.0 42.75 1.00 1276.7 Double,Clear SE 1.3 5.0 8.0 42.75 0.87 298.7 Double,Clear NE 1.3 12.5 30.0 29.56 1.00 883.5 Double,Clear NW 1.3 4.0 6.0 25.97 0.88 137.0 As-Built Total: 293.0 8237.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 270.0 0.70 189.0 Frame,Wood,Exterior 11.0 1775.0 1.70 3017.5 Exterior 1775.0 1.70 3017.5 Frame,Wood,Adjacent 11.0 270.0 0.70 189.0 Base Total: 2045.0 3206.5 As-Built Total: 2045.0 3206.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.1 2.40 43.4 Exterior Wood 20.1 6.10 122.6 Exterior 20.1 6.10 122.6 Adjacent Wood 18.1 2.40 43.4 Base Total: 38.2 166.0 As-Built Total: 38.2 166.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1657.0 1.73 2866.6 Under Attic 30.0 1749.0 1.73 X 1.00 3025.8 Under Attic 19.0 456.0 2.34 X 1.00 1067.0 Base Total: 1657.0 2866.6 As-Built Total: 2205.0 4092.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 179.0(p) -37.0 -6623.0 Slab-On-Grade Edge Insulation 0.0 179.0(p -41.20 -7374.8 Raised 195.0 -3.99 -778.0 Raised Wood,Post or Pier 19.0 70.0 0.77 53.6 Raised Wood,Adjacent 19.0 125.0 0.40 50.0 Base Total: -7401.0 1 As-Built Total: 374.0 -7271.2 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details 1�fPP t2 � ADDRESS:�QQ f brat�1 sf Looe I �{ kmbc uLwj, I FL ,5d.233 PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2145.0 10.21 21900.4 2145.0 10.21 21900.4 Summer Base Points: 28476.0 Summer As-Built Points: 30332.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (Sys 1:Central Unit 36000 btuh,SEER/EFF(13.0)Ducts:Unc(S),Unc(R),Gar(AH),R8.0(INS) 30332 0.67 (1.09 x 1.147 x 0.95) 0.263 1.000 6569.7 (Sys 2:Central Unit 18000 btuh,SEER/EFF(13.0)Ducts:Unc(S),Unc(R),Att(AH),R6.0(INS) 30332 0.33 (1.09 x 1.147 x 1.05) 0.263 1.000 3284.9 11 28476.0 0.4266 12147.9 30332.1 1.00 1.237 0.263 1.000 9854.6 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS ((a (J;�e L6(r1e fi C (4\ 3a�-33 PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Point .18 2145.0 12.74 4918.9 Double,Clear SE 12.0 8.0 13.0 14.71 2.28 436.7 Double,Clear SE 6.7 8.0 36.0 14.71 1.78 944.3 Double,Clear NE 1.3 5.0 6.0 23.57 1.01 142.4 Double,Clear NE 1.1 6.0 16.0 23.57 1.00 377.7 Double,Clear NW 1.3 12.0 36.0 24.30 1.00 873.7 Double,Clear NW 1.3 8.0 36.0 24.30 1.00 874.6 Double,Clear NW 10.5 12.0 40.0 24.30 1.02 994.1 Double,Clear SW 1.3 16.0 36.0 16.74 1.00 604.9 Double, Clear SE 1.3 10.5 30.0 14.71 1.02 448.2 Double,Clear SE 1.3 5.0 8.0 14.71 1.10 129.9 Double,Clear NE 1.3 12.5 30.0 23.57 1.00 706.1 Double,Clear NW 1.3 4.0 6.0 24.30 1.01 146.7 As-Built Total: 293.0 6679.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 270.0 3.60 972.0 Frame,Wood,Exterior 11.0 1775.0 3,70 6567.5 Exterior 1775.0 3.70 6567.5 Frame,Wood,Adjacent 11.0 270.0 3.60 972.0 Base Total: 2045.0 7539.5 As-Built Total: 2045.0 7539.5 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.1 11.50 208.0 Exterior Wood 20.1 12.30 247.2 Exterior 20.1 12.30 247.2 Adjacent Wood 18.1 11.50 208.0 Base Total: 38.2 455.3 As-Built Total: 38.2 455.3 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM= Points Under Attic 1657.0 2.05 3396.8 Under Attic 30.0 1749.0 2.05 X 1.00 3585.4 Under Attic 19.0 456.0 2.70 X 1.00 1231.2 Base Total: 1657.0 3396.8 As-Built Total: 2205.0 4816.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 179.0(p) 8.9 1593.1 Slab-On-Grade Edge Insulation 0.0 179.0(p 18.80 3365.2 Raised 195.0 0.96 187.2 Raised Wood, Post or Pier 19.0 70.0 0.88 61.3 Raised Wood,Adjacent 19.0 125.0 2.20 275.0 Base Total: 1780.3 1 As-Built Total: 374.0 3701.5 EnergyGauge@ DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details _ p ADDRESS•�(� gyp)�� e taA. r✓ o Ch fit, c� 3 PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2145.0 -0.59 -1265.5 2145.0 -0.59 -1265.5 Winter Base Points: 16825.3 Winter As-Built Points: 21926.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Electric Heat Pump 36000 btuh ,EFF(7.9)Ducts:Unc(S),Unc(R),Gar(AH),R6.0 21926.7 0.667 (1.069 x 1.169 x 0.95) 0.432 1.000 7776.1 (sys 2: Electric Heat Pump 18000 btuh,EFF(7.7)Ducts:Unc(S),Unc(R),Att(AH),R6.0 21926.7 0.333 (1.069 x 1.169 x 1.05) 0.443 1.000 3989.1 16825.3 0.6274 10556.2 21926.7 1.00 1.232 0.435 1.000 11763.5 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS'a� r C f n C a(�n 3 PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2635.00 10540.0 50.0 0.91 4 1.00 2663.96 1.00 10655.8 As-Built Total: 10655.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 12148 10556 10540 33244 9855 11763 10656 32274 PASS �p4 THE ST9?�O��t+ a a° C0 wed° EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS rA 1V_ Lar 0 +iC E ffich L S2233 PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wail; , foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>118"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, c� soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with a 2.0 cfm from conditioned space,tested. Mu(ti-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. c.-_ Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air, 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked cir breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. <-- Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically '--- attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. �---- Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge@)/FlaRES'2004 FLRCSB v4.0 e ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =83.5 The higher the score,the more efficient the home. I. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:36.0 kBtu/hr - 3. Number of units,if multi-family 1 - SEER: 13.00 _ 4. Number of Bedrooms 4 - b. Central Unit Cap:18.0 kBtu/hr _ 5. Is this a worst case? Yes - SEER: 13.00 _ 6. Conditioned floor area(ft2) 2145 ft2 _ c. N/A -- 7. Glass type and area:(Label reqd.by 13-104.4.5 if not default) - a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)293.0 ft2 _ a. Electric Heat Pump Cap:36.0 r - b. SHGC: HSPF:77.9.90 - (or Clear or Tint DEFAULT) 7b. (Clear)293.0 ft2 - b. Electric Heat Pump Cap:18.0 kBtu/hr - 8. Floor types HSPF:7.70 - a. Slab-On-Grade Edge Insulation R=0.0, 179.0 ft2 - c. N/A b. Raised Wood,Adjacent R=19.0,125.0 ft2 - - c. 1 Others 70.0 ft2 _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0, 1775.0 ft2 _ EF:0.91 - b. Frame,Wood,Adjacent R=I 1.0,270.0 ft2 - b.N/A - c. N/A - - d. N/A - c. Conservation credits - e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1749.0 ft2 - 15. HVAC credits _ b.Under Attic R=19.0,456.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, a N/A _ HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Garage Sup.R=6.0, 130.0 ft _ MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Sealed):Attic Sup.R=6.0,80.0 ft _ MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building o4zUE STAr� Construction throe Bove energy saving features which will be installed(or exceeded) in this home befor fl al in ection. Otherwise,a new EPL Display Card will be completed based on instalie Cod co pli t eatures. Builder Signature Date: a Address of New Home:=11 ZtJ P ast lah e City/FL Zip: Qrl'h in I�CL(L�1 �'�CpD ' 3d a33 *NOTE.- The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar'mdesignation), your home may qual ify.for energy efficiency mortgage(EEM) 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 www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. 1 Predominant glass type.For actual glass type and areas see Summer&Winter Glass output onages 2&4. 1✓nergyGauge®(Version: FLRCSPB v4.0) RIGHT-J LOAD AND EQUIPMENT SUMMARY First Floor Energy Design Systems Job: 1112106 1065 Oak Vale Rd,Jacksonville,F132259 Phone:904287-5339 Fax:904287-1258 Email:energydesignsystemsfgmail.com Project • • '' nn r,, For: Bestcon Homes, Porpoise Key -i W Po rod(v- LO)i if h'loo b*C FI &Och Notes: Design Information Weather: Jacksonville, Inn Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 72 OF Inside db 72 OF Design TD 40 OF Design TD 21 OF Daily range M Relative humidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 28979 Btuh Structure 24583 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 28979 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 24091 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 920 Btuh Ventilation 0 Btuh Heatin Coolin Infiltration 3970 Btuh Area(ft2) 13158 13158 Total latent equip. load 4890 Btuh Volume(fts) Air changes/hour 0.83 0.47 Total equipment load 28982 Btuh Equiv.AVF(cfm) 181 104 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. vvroSjHtsoft RIght-Sulte Residential-5.0.66 RSR29784 2008-Jan-12 18:50:12 K cmacuments and settings\eustomeWy Documents%Wrlghtsott\Bestcon Homes,Porpoise Key.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Second Floor Energy Design Systems Job: 1112106 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignsystems@gmail.com For: Bestcon Homes, Porpoise KeYIQD �y�5 (.0h� IlL Ctni�C FI ,�Ch Notes: FL - Design Information Weather: Jacksonville, Int'I Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 72 OF Inside db 72 OF Design TD 40 OF Design TD 21 OF Daily range M Relative humidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 8943 Btuh Structure 10030 Btuh Ventilation air 0 cfm Ventilation 0 Stuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 8943 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 9829 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 1143 Btuh Area(ft2) 683 683 Total latent equip. load 1833 Btuh Volume(ft') 6830 6830 Air changes/hour 0.46 0.26 Total equipment load 11662 Btuh Equiv.AVF (cfm) 52 30 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. '4 WPIg�ltSOft Right-Suite Residentiallm 5.0.66 RSR29784 2006-Jan-12 16:56:49 AM amocuments and Settings\customemy DocumentslWrightsomBestcon Homes,Porpoise Key.rsr Page 1 ' e Equipment Summary Sheet Address o v 1 on C ?aa3 3 Builder: Equipment BrandF),0 D✓ Air Handler Model Number Condenser Model Number: AA 3 10-^,ten A A Total Cooling Capacity in BTUs; ° ° a Sensible Load in BTUs: Latent Load in BTUs: Total Heating Capacity in BTUs: Seer 13 Equipment Brand* r^� Air Handler Model Number- 3l E C,3 IE 1 li 1 Condenser Model Number: *LT— p 1 56 A 1 n o a A A Total Cooling Capacity in BTUs; 16 5 o n Sensible Load in BTUs: 1-In-° X) LatentLoad in BTUs: i 3 0 7 Total Heating Capacity in BTUs: ie ° Seer. 13 *Or Equal: Equipment equal in size and efficiencies may be substituted as per Bulletin G-15-03 dated May 23, 2003. Equipment Summary Sheet.Doc f CITY OF ATLANTIC BEACH s f 800 SENIINOLE ROAD 1 �1 yr ATLANTIC BEACH,FL 32233 / INSPECTION PHONE LINE 247-5826 Application Number 07-00000029 Date 1/31/07 Property Address . . . . . . 900 PARADISE LN Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc early power ---------------------------------------------------------------------------- Owner Contractor BESTCON INC. DYNAMIC ELECTRIC COMPANY 4400 MARSH LANDING BLVD, #6 PO BOX 16351 PONTE VEDRA BCH FL 32082 JACKSONVILLE FL 32245 (904) 246-3747 (904) 726-8144 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee 300 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/30/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 300 . 00 300 .00 . 00 .00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 300 . 00 300 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. /26/2007 16:50 7268117 PAGE 02 EARLY PovvZR AGREEMENT& RELEASE CrrY of ATLAN'rxc BEACH Ele►at+c poww its vaqueowd now undar tba aoaditiew and tam of tiffs lbily mmuted AFxtneat k Ralase Job Addtvss:..._.•...•J._�'.5.,� ��Li.�.L.R�.�.X"�... Q/�/j Q �...�.�.....,�__._—.. Penttit No. ,. Service Type(Clyde Oaa): O m-brad tiodergro and v �- - 000 AP'7 Wt.%c undenilyaed(haftW Conry ew and Eketrialm urdersmad and stege. I. v lower its uroly or T&BTWdi(h'gWZ oeq it i9 requited try �e Aad docs auaa gC su�oifi isit�tAe�� of viceupwy'�at must be in be ore uccupan 2. ':ba City of A•-lwalia 4 Will a epgpW n�iose�r gess eomdo -eW(y P*WW SOWS. •U! W"O luspecaoags s�wrt be•e pnor Appr+a+�ine g 3. Oc4m. qr we of tie DPW be Cie �ft, lent Use of the each- A iu�b `+t�i� as�rau ins Prrampt rs gat of elc�Cric;mice aAsr a t�aocy-�u�k��r ootiac- s. '°Ba-?y P wer"tul �F.1ec' tlfd(�ecror y1d awac not cocas be:bee' a, qva emelt, OOi afq 6d O J fetttiy, b. sa ocvtp wt atltQ aooaP an nquimd u real iaspeclivn). Q, r�� trt s de��'iGal chock tet see to Temporary �eae Hata anent numben we required for VO). S. Psy :40.adro t�iatradioo fie,Ray is ngmcdon Me and any oadaXditlg ce*dreamb crust be-qW& lad prk r to wv ease. 6. flus i4ily completed form is im he aabmittad to tits Building Vq arbnelnt by hand•mail or fast. 7. Future such A=raeattente w N not be secepled from 11sea wbo viebb eoy une*row above Oww a. CU-NTItwCTnic 4D� `_� LyATR � ��, �..... , PRM NAME ELECTRICIAN _ -_ -- DA'C'E�I af 7_-_ PRINT SAME SM 9vsiewla RoaL Atlaaiic Dow*FL IZ933 Pivn�:<AGI)7.1 i-Said Fra:{9p4p1�-?a4� j�tgffj�_�..u4 'e+�iaevt 1 t�9.Pd ?n CpQO-Ibi.-Vr!/; acuelSAS Ut:!IaWJO4U1 Cts'. }•✓ 4C ttf. 40r k Qy Peach Permatlnfomwfi'on To: JEA Electric Order Fulfillment, (Fax.No.: 665-7372) Attention:.Carol Schweizer/Lorie Craven,21 West Church St T-4 (665-6521) Subject: City of Atlantic Beach Permit# Date: 3 Service Address: Owner: &Sit` onn Owner Phone: Electrician: )t/hGt M/C- 0, �c Electrician Phone: Type of Work: New Service Li M-Dome Subfeed F] Increase Service L] Heat & AC L_.] Repair Service [_] Other "W Rewire [_] Other Description: Temp Pole [^] �rA YID ppGIJ��' Service Type: [_,Overhead (Repair/Replace) Underground(New Services) Building Use: Residential ]Church "Enviromnental L JM-Home "Commercial („]Other Other Use Description: Service Size: New Service: Amps: Volts: Phase: Existing Service:Ampks: Volts: Phase: E-mail:cravljWea.com or schwcnn ,jea.com or resom(ebjea.coi-n BP501UO2 CITY OF ATLANTIC BEACH 4/10/07 Inspection Results Entry 14 :59: 02 Application number, type 06 00032940 SINGLE FAMILY RESIDENCE Structure, permit . . . . . 000 000 BLDG 00 Inspection type, sequence : 15 0001 BL INSULATION Property address . . . . . 900 PARADISE LN Request date, time, by . . 4/05/07 17 : 00 CM Type information, press Enter. Inspector ID (F4) . . . . . . . DH Results date . . . . . . . . . . —4= Results status (F4) . . . . . . AP Final insp - flag (F4) . . . . . N Edit comments . . . . . . . Y Y=Yes Display inspection penalties . . _ Y=Yes Point value . . . . . . . . . 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel ��W w 112- 4P BP501UO2 CITY OF ATLANTIC BEACH 4/10/07 Inspection Results Entry 15:26:20 Application number, type 06 00033474 PLUMBING ONLY Structure, permit . . . . . 000 000 PLBG 00 Inspection type, sequence : 42 0002 PLUMBING ROUGH (TOP-OUT) Property address . . . . . 900 PARADISE LN Request date, time, by . . 4/05/07 17 : 00 CM Type information, press Enter. Inspector ID (F4) . . . . . . . DH Results date . . . . . . . . . . -TO= Results status (F4) . . . . . . AP Final insp - flag (F4) . . . . . N Edit comments . . . . . . . . Y Y=Yes Display inspection penalties . . - Y=Yes Point value . . . . . . . . . . - 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel BP501UO2 CITY OF ATLANTIC BEACH 4/10/07 Inspection Results Entry 15:21:27 Application number, type 06 00032940 SINGLE FAMILY RESIDENCE Structure, permit . . . . . 000 000 BLDG 00 Inspection type, sequence : 15 0001 BL INSULATION Property address . . . . . 900 PARADISE LN Request date, time, by . . 4/05/07 17 : 00 CM Type information, press Enter. Inspector ID (F4) . . . . . . . DH Results date . . . . . . . . . . 4= Results status (F4) . . . . . . AP Final insp —flag (F4) . . . . . N Edit comments . . . . Y Y=Yes Display inspection penalties _ Y=Yes Point value . . . . . . . . . . 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel BP501UO2 CITY OF ATLANTIC BEACH 4/10/07 Inspection Results Entry 15: 30: 47 Application number, type 06 00033751 ELECTRIC ONLY Structure, permit . . . . . 000 000 ELEC 00 Inspection type, sequence : 22 0001 ELECTRICAL ROUGH Property address . . . . . 900 PARADISE LN Request date, time, by . . 4/05/07 17 : 00 CM Type information, press Enter. Inspector ID (F4) . . . . . . . DH Results date . . . . . . . . . . .-4= Results status (F4) . . . . . . AP Final insp - flag (F4) . . . . . N Edit comments . . . . . . . . . Y Y=Yes Display inspection penalties . . — Y=Yes Point value . . . . . . . . . . — 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel BP501UO2 CITY OF ATLANTIC BEACH 4/10/07 Inspection Results Entry 15: 31 : 14 Application number, type 06 00033841 MECHANICAL ONLY Structure, permit . . . . . 000 000 MECH 00 Inspection type, sequence : 32 0001 MECHANICAL ROUGH Property address . . . . . 900 PARADISE LN Request date, time, by . . 4/05/07 17 : 00 CM Type information, press Enter. Inspector ID (F4) . . . . . . . DH Results date . . . . . . . . . . �7 Results status (F4) . . . . . . AP Final insp - flag (F4) . . . . . N Edit comments . . . . . . . . . Y Y=Yes Display inspection penalties . . _ Y=Yes Point value . . . . . . . . . 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel BP502I01 CITY OF ATLANTIC BEACH 4/10/07 Inspection Inquiry 15: 34 : 02 RE number . . . . . . . . . - -14- Property address . . . . . 900 PARADISE LN Appl, structure nbr . . . . 06 00033751 000 000 Permit type, seq nbr . . . ELEC 00 ELECTRICAL PERMIT Inspection type, seq nbr 22 0001 ELECTRICAL ROUGH Inspection status, date . INSPECTION COMPLETED 4/10/07 Requested date, time, by 4/05/07 17 : 00 CM Override date, time, by . . User ID to request, result CMCKAY SGRAHAM Phone interface number 113944 Inspector assigned . . . . DH DAVID HUFSTETLER Results status, date . . . APPROVED 4/05/07 Final inspection flag . . . N Penalty amount . . . . . . . 00 Inspection request comments electrical rough inspection contact: Paul @ 545-4751 Bottom Press Enter to continue. F3=Exit F5=Land inq F7=Insp result comments F12=Cancel CITY OF ATLANTIC BEACH �5 800 SENIINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033841 Date 9/01/06 Property Address . . . . . . 900 PARADISE LN Application type description MECHANICAL ONLY Property Zoning . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------ -------------------------- ------------------------- Application desc j 2 CU 2 AHU I ------------------------ -------------- Owner Contractor -------------------=---- ------------------------ BESTCON INC. I CHAPPELL HEATING & AIR 4400 MARSH LANDING BLVD, #6 6451 BEACH BLVD PONTE VEDRA BCH FL 32082 JACKSONVILLE FL 32216 (904) 246-3747 (904) 724-1344 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 115 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/28/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 115 . 00 115 . 00 . 00 . 00 Plan Check Total 00 . 00 . 00 . 00 Grand Total j 115 . 00 115 . 00 . 00 . 00 I� I PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. } CITY OF ATLANTIC BEACH P " MEC ANICAL PERMIT APPLICATION 1 J�, pp— / Date: 9 Property Address: 6 Owner: 8 e—,�3 . ('a J Telephone#: Contractor: (2/ A PP 14 — C Telephone#: —7 Z Contractor Address: �v�`"� f �a c� !!fl Fax#: — Z Y Z Contractor Signature: In consideration of permit given for doing the work as describUm the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: fa Electric ❑ z Gas: _LP _Natural _Central Utility 06 06 03 q sl Ll Oil G'7 l ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK IN Heat _Space _Recessed ✓Central _Floor ® Residential ❑ Air Conditioning: Room _Central R2 Duct System: Material ThiqkIess LlCommercial Maximum capacity i �S Z)d cfm Ca Refrigeration A New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _— Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ■ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency 63 C .� HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency --r fid,66 6 TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ei.atlantic-beach.fl.us Revised 1/04 f CITY OF ATLANTIC BEACH -' 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 06-00033751 Date 8/22/06 Property Address . . . . 900 PARADISE LN Application type description ELECTRIC ONLY Property Zoning . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc NEW SERVICE 200 AMPS 240 VOLT ----------------------- --- --------------------- ---- -- ---- -- ----------------- Owner Contractor ------------------------ ------------------------ BESTCON INC. DYNAMIC ELECTRIC COMPANY 4400 MARSH LANDING BLVD, #6 PO BOX 16351 PONTE VEDRA BCH FL 32082 JACKSONVILLE FL 32245 (904) 246-3747 (904) 726-8144 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . Valuation . . . . 0 Expiration Date 2/18/07 ------------------------=--------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 .00 Grand Total 105. 00 105 . 00 . 00 . 00 i PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 4 "J CITY 4F ATLANTIC LEACH ELECTRICAL, PERMIT APPLICATION Date: �' ��- Z) �o Property Address: 9ma Owner: ��_t1.11� �. Telephone #:.9,4Vv- 34<? -406407 Contractor., c� �;'�. e�,_, Telephatae #: 7.s� Contractor Address: . 7 d`�- c,c. crLFax #: 7S /- '047,0C/ In �:ovsiderai;or, of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City z.,f Atlantic Beach i ordinance and standards of gDod practict listed therein. Build' Build' ype: D Trailer I Ser " e: j If other conSMCTion is ew Residence U Temp. I ;�env f being done on this buildiag Signs O Increase P r sun;list the buildi sg • Old O Commercial O Si g � Permit number7 � U Re-wire U Addition Sq.Ft. 0 Repair Conductor Size: ,aAMPS: COPPER AI.Uka"N. I Switch or I�� - RACE Breaker AMPS PH W VOLT WAY Existing Service j RACE Size- ----` AMPS PH -- _ W� ! VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets __ _ CONCEALED OPEN Receptacles CONCEALED i OVEN Switches Incandescent I Fluorescent & _ _ 9 �l 1 pli BELL Appliances ��IRA_i_d_s.);ER. Air H.P.RATING H.P. RATING CEILING KW-HEAT i Conditioning ' COMP.MOTOR OTHER MOTORS i AMP.r, HEAT Motors 0-1 H,P IVOLTAGE PH _ NO. OVFR I H.P. I PHS Lransformers Iy(3. �KVA NO. KtlVA o.NeonTrans,: 4 Ea Siert _ Miscellaneous 800 Seminole Road-Atlantic Reach.Florida 32233-5445 `'hone: (904)247-5800- Fax: (904)247-5845 - http://www.ci.itiaantic-beack.tl.us 08/22/2006 09:00 7268117 PAGE 01 s • , y. CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: r" a-4a- 0(o Property Address: _ 9DD EL fOwner: zad&z, &02Cl Tetephooe M:a 0(6- 3 7" Contractor: cD Telephone it: 7�Q-ObO ��G �- 'rte-'" �.� - I Contractor Address: - Fax M: 7S 1 Tn cotutdaration of permit even dor doing the work al described in the&bore statement. we hereby agree to perbrat smd work in ! eceord nee with the attached pltms and spocMeatioas which as a pat hereof and :a mworilknce with the CiryAf Atlantic Beach ardiltance and stattdardt of aDod Practice listed therein. 4-1 llui Ball yptt: O Trsiler Se : I if 900 C04mu% is ew. Residence O Temp. Newbeing acne d►is Or site,list the buileiag to Old O Commercial 0 Sigma 0 Increase, j t.rmit rwah«: O Re-wire O Addition Sq.Ft. 0 Repair 1 I ' Ceadwcttar Size: AMPS: COPPF-R ALUIVQ;JUM _ Switch or RACE Breaker AMPS 164V PH W j i VOLT-WO WAY Existing Service I l RACE Size t AMPS PH W _-_-_—jVOLT_ 1 WAY Feeders_ NO. size NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN r Receptacles CONCEALED f OPEN Switches Fluorescent k M.i". Fixed 0,122 'M ons I BELL Appliances I 1 RANSFER. Air H.P.RA INO H.P.RATINi CEILING KW-HEAT i Conditionias COMP.MOTOR OTMR MOTORSAMPS HEAT l Motors 0-1 H.P. VOLTACIE PHNO. OVER 114-P. JPHS I --r v Transformers NO. KVA NO. KVA No.Neoo Tmusf. Ea..-S{lig.. . _. -- --- ---- miscellaoeous i ( 200 Seminole Read•Atlantic Reach.Florida 32233-3445 Phone.(904)247-5200- Fal: (9W)247-3845- Itttp://www.ci-stimatic-besch.ft.m CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD f„n ATLANTIC BEACH,FL 32233 4 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032940 Date 5/23/06 Property Address . . . . . . 900 PARADISE LN Tenant nbr, name . . . . . . NEW SINGLE FAMILY RES Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 422571 Owner Contractor ------------------------ ------------------------ BESTCON INC. BESTCON INC 4400 MARSH LANDING BLVD, #6 4400 MARSH LANDING BOULEVARD PONTE VEDRA BCH FL 32082 SUITE 6 (904) 246-3747 PONTE VEDRA BCH FL 32082 (904) 246-3747 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 1429 . 00 Plan Check Fee 714 .50 Issue Date . . . . Valuation . . . . 422571 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 36 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 11 . 80 AB CONSTRUCTION SURCHARGE 1.31 STATE RADON SURCHARGE 6 . 91 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 610 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1429 . 00 1429 . 00 . 00 . 00 Plan Check Total 714 . 50 714 . 50 . 00 . 00 Other Fee Total 2325 . 38 2325 . 38 . 00 . 00 Grand Total 4468 . 88 4468 . 88 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 1 BUILDING OFFICIAL �5 SSI M CITY OF ATLANTIC BEACH zJ PERMIT CALCULATION SHEET Date S^- / �- O G Permit Number Address 0 0 0--W r j D if Contact Name %G 0!J Phone 2 yG -3 7 5/7 Heated Square Footage 2-,l @ $ per sq ft=$ Garage/Shed @ $ per sq ft=$ Carport/Porch @ $ per sq ft=$ Deck @ $ per sq ft=$ Patio @ $ per sq ft= $ TOTAL VALUATION: $ 41'2 2 f Total Valuation 15t $ Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: FV + V2 Filing Fee $ FLOOD ZONE: t _ ( )Fireplaces @$35.00 $ IMPERVIOUS SURFACE:-C AB CONSTRUCTION SURCHARGE 9 2 '$ • 3� CAPITAL IMPROVEMENT $ CITY RADON SURCHARGE . S( ✓ $ SECTION H IMPACT FEE $ SEWER IMPACT FEES $ SEWER TAP FEES $ ST CONSTRUCTION SURCHARGE STATE RADON SURCHARGE / $ ✓ WATER CONNECT/METER ONLY $ WATER CONNECT/TAP&METER $ —O WATER CROSS CONNECTION $ '?,J� ✓ WATER IMPACT FEE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date �a" Permit Number �6 ":3e"%Z10 Address Contact Name Phone Heated Square Footage @ $ per sq ft= $ Garage/Shed @ $ per sq ft=$ Carport/Porch @ $ per sq ft=$ Deck @ $ per sq ft=$ Patio @ $ per sq ft= $ TOTAL VALUATION: $ Total Valuation 1st $ Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + t/2 Filing Fee $ FLOOD ZONE: ( )Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: AB CONSTRUCTION SURCHARGE CAPITAL IMPROVEMENT $ 4 CITY RADON SURCHARGE $ SECTION H IMPACT FEE $ SEWER IMPACT FEES $ W S D SEWER TAP FEES $ �1 ST CONSTRUCTION SURCHARG $ STATE RADON SURCHARGE $ / WATER CONNECT/METER ONL $ WATER CONNECT/TAP&MET R $ A WATER CROSS CONNECTION $ WATER IMPACT FEE $ /D OTHER $ GRAND TOTAL DUE: $ 1/13/03 14Q) CITY OF ATL NTIC BEACH J BUILDING PERMIT APPLICATION (New/Residential & Conunercial) Date: 09_ao Job Address: Owner's Name: l Q Address: kj d [-� Phone: (90 4) Z '8�y- Legal Description: Block Number: Lot Number: 14 Zoning District: Contractor: B2S+Cno State License Number: 2 Address: n t�yiG' 1! Phone: 1^00 l 2y(6j J `✓� V 7 City: e Uedra &6ch State: F_Zip: 32682 Flax: (4) 1,14 - 71 Describe proposed use and work to be done: Mfu) HnrrlP_ �GI�1 S1'{r(,/CI GV1 Present use of land or building(s): We:) 54_16Cl l V l�( 6 Valuation of proposed construction: 9 9 ov 5 T. OrD Is approval of Homeowner's Association or other private entity required? ND If yes,please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, addition of 5% or more to the original impervious area or the removal of any trees? 1ANO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. �O. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-constriction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 8/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application(please print). Name: ZaUqCV) 0)j _ bf'S'f6L_yl Mailing Address: (,Ylq Ho I V(,� 2 Telephone: 24ly -57M Fax: 2 U(2 r 11D_1 E-Mail: ra stop k&44 hCW11es.cc)-n I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of constriction or the performance of constriction of the property. I understand that the issuance of this permit is contingent upon t e information being true and correct and that the plans and supporting data have been or shall be provided as required. .c Signature of Owner: `'v Date: _J S' b(0 AS TO OWNER: Sworn to and subscribed before me this L__, day of_HO 20010 , State of Florida, County of Duval Notary's Signature: , '�� RENEE GAIL RUSS orally known MY COMMISSION#DD448880 Produced identification O,..F]pp� EXPIRES:July 10,2009 Type of identification pr dUgvµ398.0153 Flod&,No seryl Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of M 20—D10 State of Florida,County of Duval Notary's Signature: Q,�� '-3'>rsonally known �,� RENEE BAIL RUSS El Produced identification rtv cc�rl�nlsslo�#DDa4saso �$ EYPIRr':Evip 10,2009 Type of identification p Al :, servlce,00m 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904) 247-5845 • http://www.ei.atiantic-beach.fl.us Page 3 Revised 8/04 CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 - (904)247-5843 Fax www.coab.us , PLAN REVIEW COMMENTS Permit Application # U lA on�D Property Address: qM p W iaf.2 L Cd n'PJ Applicant: Af54 no l Project J1 j L) Your application is approved as noted by the Public Works Department. +� Uhl Final application approval must coarse from the Building Departmeant. Your permit application has been reviewed by the Public Warks Department _ and the following items need attention: s Individual lot erosion and sediment control plans with �-- details requireEF. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call(904) 2475834. Reviewed byyick Carper, P.E., Public Works Director 44� Date S�j�/ Signature Contractor Notified Date o p M AY 0 8 2005 y6 7i,2-0 TAY: 05/10;20;' 13:47 9043962633 CLARSON � ASiSOCIATES PAGE 02/02 MAP SSOWMC PLOT PLAN OF LOT 14 AS SHOWN ON MAP OF PARADISE PRESERVE.' AS RECOP,1FD IN PLAT QOOK HY, PACES 31 THROUGH C Of" THE CURREN"PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. EIEAIiING REFEkt:-,CE BEAPo:NG$HOMN ON RIW&OF-WAY UNE HEPE:DN IS THE SAME Xi'!W ON 7M A804E M 71WD MT. NOTE: 7H[PRO;%:'RTY SURVE NEEtEOt APPEARS TO UE WITHIN WlAOD LONE 'k"LONE 'k" /A I:'rCAtFl1 FROM fNC FLOOD N�SURANl3 RATE MAPS, COWAI)W I PANEL NO. 110073-61M1D, DATFD 4-17-•d0.__ EIEVAAONS SHO',* THUS: () REFER TO THE NAIICNAL Cf0DE11C VERTICAL DATUM A..A IMev ^I.�+GEpDE LOT AREA: 8,705 SQUARE FEET >a -- IMPERVIOUS AREA. 2,706 SCUA4RE FEET �� \vae"ooFm COMO R RAMUS GOVkfIACa� �%O L CURW ARC LFN07Hr i �r-Deana ewe Pc Pohra cuRvA7URE UNPLAT?ED LANDS OF' �ECTlON /s fn Saa r�TaNCEidcr TOWNSHIP 2' .SOUTH. R,liNGE 29 EAST ?- _.eRf. 81N.-frNc aL5'iRICTION LRaE F.F EO IEP/1008 E7EVA710N awvAa.•� For16 ada . Aor a.oFro t JURISDICTIONAL- WETLAND LINE -' i YYY � RAae w+Aar a �'RAF ff FAHAC NOO'23'1 O°'W' x'9.09' y� �I- - - - - - _- - - Qo ` l '�)w) LOT 14 ti 0 'ui k Q; to fG.7' is. PAITO In Q I.0 NI7N 5'7ET5 I} r•+ i 157- 4i 5 19J i A u� PORPOISE KEY 1,1' GARAGE LEFT LOT 15 I FF- EIEV.=(11.5) w I 'TAWL4ESEt 1 IYA7EW 04ZA'1:R a1az6j- < Z FNIRY I I PC r- 0) I15.T 2110' 7.5' JEA N _irr aii EASEMENT �f � Q I � of 031 a 7.Ea.7o. �2-4' PT 53.:x;5' N05'52'17"W 51 p� ------ - CH-4.78' PC 21, R=25.00' L=4.79' DEL TA=70.58"13" LEAD: PARADISE LAYE 0 aw (PRIVATE VARIAHLE V40TH RJGMT OF WAY) Q rwr WK ® MmE;w TYPE 'C• ..IRAJNAA:E FOR. BESTCOIV HOMJ3^ NtEPARLO BY: w OA TE., JANUARY 16 2006. AMD A�A= 1NC^ - PROFESSIONAL SURVEYORS &1JAPPERS MA3 NALGO AW..00CSONWIff FL.=07 SCALE: ,; (90q 3W-2WM In N0. nuf �� R\pN6\A-LOTS\oARApSC Il1G41y1t1LOi-t+-IF k TREE.17N�8T Reco1v,0 TITe MaY.10• 1 :4''OM j 99Lu'UN NG�le38 Wd11:4 900' ' li'�ePJ MAY-10-2006 WEI) 10:45 nN ATL. BCH, PUBLIC 41ORKS F(�X NO. 904 247 E843 P. 01 CffY OF ATLANTIC BEACH 01-, Mi LAN FIC PUBLIC WORKS DEPARTMENT 12DO Sar4piper]Gane 9W4 MAY 06 0 8 20 ( )247-593 (044)247-5943 Fax www,cozb.us It BY, PLAN RE YEW COMMENTS ftrmit,kpplication 0 ]Property Addrm- Applicant: P r4)j ect. fain u Your application is approved as noted by rhe Public Works Department. Final application upprowd owt owo from the Bul4ding Department. Your permit application has been reviewe d by the Public Works Departnent and the following items need attenfion: Individual lot ero4ion and sediment control plans with ditalls- require 37 Please submit these requirements to the Public Works Department, 1200 Sandpiper ]mane, .A.,dantic Beach, FL 32233 in ordcr that we can approve your application. If you have any questions,please call(904)247-5934- Reviewed bv-R ick C"r,P.E.,Public Works Mector Date Signature R11- ly mc ('ontractor Notified Dam - MAY 7,Qnn LReceived Time May , � C, jj : �i5AM B V I 9y L. H 14 1 CITY OF ATL NTIi BEACH BUILDING PERMIT APPLICATION (New/Residential & Commercial) Date: ) --ao -.o Job Address: qm Pa cc JU, Owner's Name: W . in Address: 4� M r� �Ln�J UGd. � '� tp Phone: (11()4 t} Z%0_37 y-7 Legal Description: Block Number: '"'---- Lot Number: 14 Zoning District: Contractor: Be5+e7y, I-T ric. State License Number: Address: TIM Ma r7b Land, & A Ef(0 -`j Phone: (� ZT 1 5 City: 1�� V eOrA- &aCh State: FL_,,,Zip:��Fax: l q(�44) Z,Wy - 7PI(I Describe proposed use and work to be done: wuj tb Y G>1 s1 -1JC11'6y_) Present use of land or building(s): �d t'V il:;ej dr' Valuation of proposed construction: 9 a�.5171. Is approval of Homeowner's Association or other private entity required? ND If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material, addition of 5% or more to the original impervious area or the removal of any trees? 1AN0. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ,8�VO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantic-beacb.fl.us Page 2 Revised 8/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application(please print). Name: �(a in t Mailing Address: {✓} j, d- Z Telephone: 2(-{'�D-,zj`�l-{� Fax: 7�(p' L c7(n E-Mail: rQ�Gt�1t� bff�*AA ho-►ncs COYY-) I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon t e information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: "v Date: (�` AS-TO OWNER Sworn to and sibscribed before me this day of ,200(o . State of FloridA,County of Duval Notary's Signature: ,�'rr RENEE GAIL RUSS e nall known y MX COMMISSION*DD448MM Produced identification 'tend EXPIRES:July 10,2M Type of identification pr dut+orla-orw Hwd,Notary Signature of Contractor: C Date: - 4 AS TO CONTRACTOR: Sworn to and subscribed before me this day of HCut_ } ,20C:�p Stata cfV- 16 ida,.Connty of Duval Notary's Signature: -Personally known �~ � RENEE GAIL RUSS ❑ Produced identificationt*iY XP R S.Jul 1 DD418B80 0' EXPIRES.July tam Type of identification p d t e 9413 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 3 Revised 8/04 MAP SHOWING PLOT PLAN OF LOT 41 AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED IN PLAT BOOK 57, PAGES 31 THROUGH 31C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. NOTE: THE PROPERTY SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD ZONE "X" AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075-00010, DATED 4-17-89. ELEVATIONS SHOWN THUS: O REFER TO THE NATIONAL GEODETIC VERTICAL DATUM LEGEND: LOT AREA: 5,610 SQUARE FEET OAK IMPERVIOUS AREA: 2,711' SQUARE FEET 0 TWIN OAK QLIVE OAK �'AA PALM cti..1 PECAN x.•..11 PARADISE LANE (PRIVATE VARIABLE WIDTH RIGHT OF WAY) PT 207.60' N8936'50"E 55.00' 225.00' PG NN —— 7.5' JEA '4") � (6,) — —— i— EASEMENT 2 (4") O c6) 2 O O 7.5' 20.0' 20'BRL O q . m i O Z mI r o ^ < COVERED ENTRY 11.6' A/C WITH STEPS N LOT 40 M 5.3' 7.5� a LOT 42 � Im m PORPOISE KEY z I GARAGE RIGHT (3„) F.F. ELEV.=(11.5) m 1.1' W M n ALJ m l O I O (5..) o I rn (31") 13.0• 7.5• (V y • ,�O' 'o m 12.3' ri O ZS' 14.T �i CPA OD O m ^o. (5") 15 BRL � I I (3.•) LOT 41 �� / �o^ S89.36'50"W 55.00' 'ems \w UNPLATTED LANDS OF SECTION 18, TOWNSHIP 2 SOUTH, RANGE 29 EAST LEGEND: PC POINT OF CURVATURE PT POINT OF TANGENCY BRL BUILDING RESTRICTION LINE TYPE "B" DRAINAGE F.F. ELEV. RNISHED FLOOR ELEVATION FOR: BESTCON HOMES PREPARED BY: " DATE: JANUARY 18 2006. CLARSON AND ASSOCIATES, INC. PROFESSIONAL SURVEYORS & MAPPERS 1643 NALDO AVE., JACKSONVILLE, FL., 32207 • SCALE: 7"=20' (904)396-2623 LB No. 1704 • C:\DWG\A-LOTS\PARADISE PRESERVE\LOT-4I-PP & TREE.DWG [B] CITY OF ATLANTIC BEACH cc, BUILDING / ZONING DEPARTMENT D- Fo J 800 Seminole Road i �ns n Atlantic Beach,Florida 32233 1' (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # UQ,Aal-?)q1 Property Address: "1 Do P of [— a Applicant: 01c�C 0 K Project: 1;CL rA 0 d Vt e This permit application has been: Approved El Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: 06 Date Contractor Notified: i THIS INSTRUMENT PREPARED BY: Doc#2006158482,OR BK 13245 Page 1805, Taylor Number Pages:2 Deborah W.Ta Y Filed&Recorded 05/08/2006 at 09:57 AM, Deborah W.Taylor,Attorney-at-Law,P.A. JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY 3945 St.Johns Avenue RECORDING$18.50 Jacksonville,Florida 32205 RECORD AND RETURN TO: Deborah W.Taylor,Attorney-at-Law,P.A. 3945 St.Johns Avenue Jacksonville,Florida 32205 NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO.172376+0115 The undersigned hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13,Florida Statutes,the following information is provided in this Notice of Commencement. This Notice shall be void and of no force and effect if construction is not commenced within ninety(90) days after recordation. 1. Description of the ro erty: of 14,PARA PpR RVE, accordin tto tjle plat thereof recorded in Plat Book 57,pages 31,31A,31B and 31 C of the current public records of Duval County, lorida. 2. General description of the improvement: Single family residence and other improvements 3. The owner:BESTCON,Inc.,a Florida Corporation Address:4400 Marsh Landing Blvd#6,Ponte Vedra Beach,FL 32082 Phone: Fax: Owner's interest in site of the improvement: Fee Simple 4. Fee Simple Title Holder(if other than Owner): Name: BESTCON,Inc. Address:4400 Marsh Landing Blvd#6,Ponte Vedra Beach,FL 32082 5. Contractor: BESTCON,Inc. Address:4400 Marsh Landing Blvd.#6,Ponte Vedra Beach,FL 32082 Phone:9042463747 Fax: 6. Suretyif any): A dress: Phone: Fax: Amount f Bond: $0.00 A copy o the payment bond(if any)is attached hereto as Exhibit"A". 7. Lender:Wachovia Bank,N.A. Address: , Phone: Fax: 8. Name and address of person within the State of Florida designated by the owner as person upon whom notices or other documents may be served as provided by Florida Statute Section 713.13(1)(a)(7): Name:Wachovia Bank,N.A. Address: , Phone: Fax: 9. The owner has designated the following person,in addition to himself,to receive a copy of the lienor's notice as provided in Section 713.13(1)(b) of the Florida Statutes. Name: Address: Phone: Fax: 10. Expiration date of Notice of Commencement: (the expiration date is one (1)year from the date of recording unless a different date is specified): , The recording of this Notice of Commencement does not constitut cloud or encumbrance on the described real nrnnPrty hnt aivec rnnctrnrtivr-nntira that Al ;— of 1;—-7 hP '711 ,.f+L-L`1...:,1., STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this 3rd day of May, 2006 by Paul W. Nichols, President, BESTCON, In.c.,�a,..Vlokda Corporation, on ehalf of the corporation. He/She is personally known to me or has produced as identification. No `P�IDiwsutly ilt'C '3nry ores d b- t0FI,,11 y a e eMY COMMISSION#DD448880 EXPIRES:July 10,?A09 890 1,58 11 otar , tom, ' 1 , WATER IMPACT FEE WORKSHEET ADDRESS: DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower g Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashin machine, domestic 2 Drinking fountairiAcemaker y2 O' Floor drains 2 Hose bib 1 3 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 Shower compartment, domestic 2 oZ Sink 2 Urinal 4 a Urinal, 1 gallon per flush or less ' 2 Wash sink (circular or multiple)each set of faucets 2 Water closet,flushometer tank, public or private 4 Water closet, private installation 4 la Water closet, public installation 6 TOTAL NUMBER OF UNITS D. MULTIPLIED X 20 TOTAL$ 6/(- 14 P� CITY OF ATL NTI BEACH BUILDING PERMIT APPLICATION (New/Residential & Commercial) (C& Date: 09-0�0 Job Address:—qm Paraotiy Owner's Name: pp 1 Address: D t f Phone: (%H) Z q -8�y- Legal Description: Block Number: Lot Number: 14 Zoning District: Contractor: &P_S+Cyn IT-1'1C- State License Number: Address: q `/ � Phone: �� Zq(��'�L/7 City: '1 t V Q(A{rA g&G`h State: Zip: 3W&2-- Flax: L ) I q61 - 71 Describe proposed use and work to be done: ( l�'.Y1,S1 1rU •Gp'1 Present use of land or building(s): H&O�lt-7V tSCI'dY1 Valuation of proposed construction: 9 I f Is approval of Homeowner's Association or other private entity required? ND If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material, addition of 5% or more to the original impervious area or the removal of any trees? TANO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ,5VO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Page 2 Revised 8/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application(please print). Name: to 1 t 11 Mailing Address: (� G2. 3 24 Z- Telephone: 12 -,5114 1 Fax: �1(r'r 12�Q E-Mail: V- avl0iv s '�n hcw),es•Coyy-) I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon a information being true and correct and that the plans and supporting data have been or shall be provided as required. r0 Signature of Owner: `'v Date: ( ` � AS-T0"0VJNER:. Sworn to'and sabscr-ibed before me this dayof _,2000 . :State of Florida,County of Duval Notary's Signature: 2 yr► RENEE GAIL RUSS e ovally known MY COMMISSION#DD44MO Produced identification ?end EXPIRES:July 10,2" Type of identification pr duea43ae.0,s3 rte".NoWy Sovice co, Signature of Contractor. Date: AS TO CONTRACTOR: Sworn to and subscribed before me thisday of State of F1dri3a,.County of Duval Q�Notary's Signature: + Y" RENEE©AIL RUSS -Personally known 4r ► r hSY COMMISSION#DD148880 ❑ Produced identification ExPIR Jury to 2ao9 Type of identification pi odut ow,� 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ei.atiantic-beach.fl.us Page 3 Revised 8/04 MAP SHOWING PLOT PLAN OF LOT 41 AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED IN PLAT BOOK 57, PAGES 31 THROUGH 31C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT, NOTE: THE PROPERTY SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD ZONE "X" AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075-0001D, DATED 4-17-B9. ELEVATIONS SHOWN THUS: O REFER TO THE NATIONAL GEODETIC VERTICAL DATUM LEGEND: LOT AREA: 5,610 SQUARE FEET OAK IMPERVIOUS AREA: 2,711' SQUARE FEET ♦L) TWIN OAK SGP LIVE OAK PALM PECAN PARADISE LANE (PRIVATE VARIABLE WIDTH RIGHT OF WAY) PT 207.60' N89'36'50"E 55.00' 225.00' PG NNI 7.5' JEA u (4..) t. 6,. ——I— EASEMENT N N �2 (4") (8..) O 7.5' 20 20' BRL C) m i tV o O I Z r m r � COVERED ENTRY A/C WITH STEPS LOT 40 ❑ 83, 7.5' b I LOT 42 NIm m PORPOISE KEY z GARAGE RIGHT F.F. ELEV.=(11.5) 6= (3") m 1.r a � I OO (5„) r I 13.0' Y "� m 12.3' COVERED O �' O 7.5' 14.7' ri PATIO O L (4") °h (5") 15 BRL E I (3") LOT 41 o� S89-36'50"W 55.00' UNPLATTED LANDS OF SECTION 18, TOWNSHIP 2 SOUTH, RANGE 29 EAST LEGEND: PC POINT OF CURVATURE PT POINT OF TANGENCY BRL BUILDING RESTRICTION LINE TYPE "B" DRAINAGE F.F. ELEV. FINISHED FLOOR ELEVATION FOR: BESTCON HOMES PREPARED BY: DATE: JANUARY 18 2006. CLARSON AND ASSOCIATES, INC. PROFESSIONAL SURVEYORS & MAPPERS 1643 NALDO AVE., JACKSONVILLE, FL.. 32207 m; e SCALE: 1"=20' (904)396-2623 LB N0. 1704 • C:\DWG\A-LOTS\PARADISE PRESERVE\LOT-4I-PP & TREE.OWG [B] rl! Llrf� CITY OF ATLANTIC BEACH C ` f BUILDING / ZONING DEPARTMENT FSS r� 800 Seminole Road S. Doerr o U Atlantic Beach,Florida 32233 T (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application #�& —L-5; -0 Property Address: '"! pp TLC 1 a ,�CJ �lt n Applicant: 6eQ5-+r M Project: rl W Jj I This pe it�' J application has been: Approved Reviewed and the following items need attention: Please re-submit you app ' tion when these items have been completed. Reviewed By: Date: .-- r Date Contractor Notified: 1 4 PP CITY OF ATL NTI BEACH tJ BUILDING PERMIT APPLICATION Y �� (New/Residential & Commercial) Date: 09_ao Job Address: Owner's Name: pp Address: D t 1 'f- Phone: (q0 4) Z�(o-O y-7 Legal Description: Block Number: Lot Number: 14 Zoning District: Contractor: s+c J�--_T 1c- State License Number:_ Address: 4-qm t' Phone: r (} zq(,�-�J ch State: ,,Z,,ip:��^ 2 Flax: _ �y � ��0 7l City: 1&c VectrA B Describe proposed use and work to be done: ( tb Y7� 1(�1 SI-njdl,6Vn Present use of land or building(s): S�q6d 1 y til or Valuation of proposed construction: ✓171. 11 D Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material, addition of 5%or more to the original impervious area or the removal of any trees? TANO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. 18�VO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 - http://www.ei.atiantic-beach.fl.us Page 2 Revised 8/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application(please print). Name: QqqCto ft-v — Mailing Address: 1 aA 6( Z Telephone: 'N`6 - Fax: 2 u(p_ �I 2-( E-Mail: rOIQ v4avl �_.S�l n ho-Incs•Ccs, I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon t e information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: Date: A$-TO OWNEk: Sworn to and subscribed before me this day of ,20 . .State of FloridA,County of Duval Notary's Signature: yr♦a RENEE GAIL RUSS VLJ rally known MY COMMISSION*DD44M Produced identification ?�� EXPIRES:July 10,MW ff Type of identification pr duvedM-0153 tea, Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20-0.0- Sidie_ofi ldrida,.C9tlnty of Duval Notary's Signature: rsonally known ,,pj 'ry� RENEE GAIL RUSS Thr Aiy COMMISSION 0 DD44 M ❑ Produced identification � �� PIRrs,JUlylo,zoas Type of identification p duu 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 3 Revised 8104 f t.-1+'rfyq CITY OF ATLANTIC BEACH if PUBLIC UTILITIES DEPARTMENT 1 1200 Sandpiper Lane Atlantic Beach,Florida 32233 J131� , (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # aL9'�� Property Address: q�� Paro-6t a n o Applicant: & �1 Cow Project: 15no )(-) Q i Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: Z. �- G� Please submit 00 Sandpiper Lane, Atlantic Beach, on. If you have any questions,pleas Review by D Signature Contractor Noti ! ��- 7/� BY: -�111\1 (� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD " " } ATLANTIC BEACH,FL 32233 / INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033474 Date 7/11/06 Property Address . . . . . . 900 PARADISE LN Tenant nbr, name . . . . . . INSTALL 19 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BESTCON INC. DON HARRIS PLUMBING 4400 MARSH LANDING BLVD, #6 P.O. BOX 14668 PONTE VEDRA BCH FL 32082 JACKSONVILLE FL 32210 (904) 246-3747 (904) 772-0900 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 168 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 168 . 00 168 . 00 . 00 . 00 Plan Check Total .00 . 00 . 00 . 00 Grand Total 168 . 00 168 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC REACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION �i:sst Date: lCl� Property Address: Owner: '+-Cam Telephone#: q : � /` ' elephone#•Contractor" �2 . yo Contractor Address. (a �I Fax#: t ( In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach 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 list the building permit number. O Re-Pipe Number of Fixtures: Bath Tubs Showers e Closets Shower Pans Dishwashers ! Sinks I Disposals Urinals Floor Drains _ Washing Machine Lavatory _ Water Sewer _ Water Heaters Other Fees PLUMBING CONTRTACTOR: DON HARRIS PLUMBING CO., INC. Permit Issuing Fee: $35.00 NELSON D. HARRIS Total Fixtures: X$7.00 + $35.00= 800 Seminole Road•Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800• Fax: (904) 247-5845. http:l/www.ci.atiantic-beach.fl.us Revised 1/04