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2219 Oceanwalk Dr W (vault) CITY OF ATLANTIC BEACH V 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 Telephone: (904)247-5826 Fax: (904)247-6845 Email: sgraharn@coab.us FAX To: Fax# 112- .2106,- From: �i4lj ge A, Date:. Pages: Re: 22- 19 A) aett-nxt14 6/- F-1 Urgent ED For Review E-1 Please Reply Notes: IS 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: January 4, 2007 Owner: Bryan Lendry Homes Address: 2219 W Oceanwalk Dr., Atlantic Beach, F1 32233 Construction Type: Wood Frame Use Classification: Single Family Residence Permit Number: 06-32994 DAVID HUFS LER BUILDING 0 ICIAL UT224106 City of Atlantic Beach 6/18/09 Customer Selection by Service Address 13:07 : 56 Type options, press Enter. 1=Select Customer Opt Customer Name/Location Address Location ID Amount Due Sts ARF BECKENBACH, MARK E. 5939 94 . 89 A 2210 W OCEANWALK DR 5938 RATHET, BROOKS C. 33631 109. 59 A 2219 W OCEANWALK DR 20774 CUSTOM HOMES BY BRYAN LENDRY 50323 . 00 F 2219 W OCEANWALK DR 20774 SASSER, DONALD 6491 . 00 F 2222 W OCEANWALK DR 6490 KIMBALL, ARTHUR/PAM 8929 78. 37 A 2222 W OCEANWALK DR 6490 SASSER, DON 6751 . 00 w 2222 W OCEANWALK DR IRRG 6750 F3=Zxit F12=Cancel More. . . BP50OU04 CITY OF ATLANTIC BEACH 6/18/09 Request For Inspection - Inspection History 12 : 40:25 Application number : �, 06 00032994 000 000 Application type . : i�i�ILY RESIDENCE Tenant number, name : SINGLE FAMILY HOME Permit type/seq/VRU : BUILDING PERMIT Property address : (2219 W OCEANWALK DR -) Type options, press Enter. 2=Change 4=Delete 5=View Status Inspector Request Results Opt Date Inspection Description ID Date Time Stat Date 12/15/08 BD INSULATION DH 10/12/06 17 : 00 AP 10/25/06 12/15/08 *ERROR* DH 10/06/06 17 : 00 CA 7/25/07 12/15/08 *ERROR* DH 10/05/06 17 : 00 CA 7/25/07 12/15/08 BD FRAMING DH 10/09/06 17 : 00 DP 10/09/06 12/15/08 BD SLAB DH 8/10/06 17 : 00 AP 8/10/06 12/15/08 BD FOOTING DH 7/20/06 17 : 00 AP 7/20/06 Bottom F3=Exit F6=Add inspection F12=Cancel FlS=Override Alpine Engineered Products, Inc. 19SOMarloyDrive HainesCity,FL 33844 Florida Engineering Certificate of Authorization Number:567 Florida Certificate of Product Approval#FL1999 Page I of I Document ID-I SWP235-Z2226141116 Truss abricator: Lumber Unlimited Job Ide6tification: 68412B-LENDRY HOMES/DUVAL COUNTY L/22 OCEANWALK (68412B-LENDRY HOMES/DUVAL COUNTY-L/22 OC Truss Count: 21 Model Code- Florida Building Code 2004 Tt Criteria* AN 1/TP1-,1002(STD)/F9C S in' ftware: Engineering!io` 6pine Saftware,Versions 7.24, 7.22. �tructural Enginverof Record: LUIS A. PONTIGO, P.E. - LICENSE NO. 53311 i Address: 496 OSCEOLA AVE., JACKSONVILLE BEACH, FL 32250 Minimum Des�gn Loads.- Roof - 42.0 PSF @ 1.25 Duration Floor - N/A Wind - 120 MPH ASCE 7-02 -Partially Enclosed 04/26tiOO6�-" Notes: 1. Determination as to the suitability of these truss components for the structur is the responsibility of the building designer/engineer of janwo,F,C ol)ins J record, ts defined in ANSI/TPt I Florida Lic"'Number:52212 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the ifidividual truss component drawing. Haines City,FL 33844 3. The loads indicated on all referenced girder. trusses #.e consistent with the truss layout provided by Lumbet Unlimited for the above reference, d.job Id,eWifitation. Loads applied by non-truss elementsland basic load parameters are to be reviewed a:Rd oved by the EOR/building designer. op p r b i ecod d :0,. HCUSR235 4. As shown'on attached drawings-, the, drawing num er s::,Dr e'.., IL_"A Details: 140k- '�A e f .�Descrfbtion Drawingi 10,800_ -Al' 06116130 :061,16 1: 4/26/06 ..''A 6 1,16,13211 641j26� 3 1:3 441 10803 A' OM P 0611614� 04 26/06 04 -A5 2 LY.:,, 1 05 .6 06116134, 041�6/06: 04/26/06 16 BID 6,7 47 0 1 6 04 61 613 126/06 A9 �PLY 1'i647' 04/26/06 �9 10.808�,, , : . j 10 0809--B dtii�137 0 26/06' 11 10810--Bll 06116148, 04/26/06 12 10811--EJ12 061'16143 04/26/06 13 10812--EJ12 ALT BRG 06116144 04/26/06 --HJ13 D45 06116149 04126/06 14 10813 '�T 6150 04/26/06 15 10814--HJ14 D45 0611 16 10815--CJ15 3R 4L 06116138 04/26106 1 "10816--CJ16 IR 06116139 04/26/06 7 18 10817--CJ17 3R 4L 06116140 04/26/06 '19 10818--CJ18 1R 06116141 04126/06 20 10819--CJ19 3R 3L 06116142 04/26/06 21 10820--CO�O 1R IL 06116145 04/26/06 . III III IN Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Page I of I Document ID:I SWP235-Z2226141116 Truss Fabricator: Lumber Unlimited Job Identification: 68412B-LENDRY HOMES/DUVAL COUNTY -- L122 OCEANWALK (684128-LENDRY HOMES/DUVAL COUNTY-L/22 OCI Truss Count: I Model Code: Florida Building Code 2004 Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Versions 7.24, 7.22. Structural Engineer of Record: Address: Minimum Design Loads: Roof 42.0 PSF @ 1.25 Duration Floor N/A Wind 120 MPH ASCE 7-02 -Partially Enclosed Notes: Seal Date:04/26/2006 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 James F.Collins Jr. 2. The drawing date shown on this index sheet must match the date Florida License Number:52212 shown on the individual truss component drawing. 1950 Marley Drive Haines City,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR235 Revised Trusses _�Ref Description DrawingL Date 1 10818--CJ18 1R 06116141 04/261061 copy 1111� EJWb HKtHAKLL) tKUM UUMFUltH INPUI (LUAU� & JIMLN�,IUN�,) �,UbMIIILLL by IKU�,� PIER. (68412B-LENDRY HOMES/DUVAL COUNTY -- L/22 OCEANWALK - Al) Top chord 2x4 SP #2 120 mph wind, 23.48 ft mean hgt, ASCE 7-02, PART. ENC. bidg, Bot chord 2x4 SP ff2 not located within 4.50 ft from roof edge, CAT 11, EXP B, wind Webs 2x4 SP #3 TC DL=4.0 psf, wind BC DL�3.0 psf. Deflection meets L1240 live and L/180 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 54 -1.07 14.66 TC 48 14.66 30.39 BC 72 0.33 28.85 4X4—= 3X40 3 X 4 7-6-3 6 --j 6 4X40- 4 X 4 R fil 19-11-OL 4X4=— 5 X 7 4X4=— 1.5 X 4 111 3X4(Al) =— 3X4(Al) 1.5 X 4 111 -8 L—�o 1 9 11 14-4-0 14-4-0 28-8-0 Over 2 Supports R-1394 U-717 W-3.5- R-1218 U=663 W�3.5 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(l.25) /5(2) 7.2 4.12 3 ft.%., 0 T Y 2 FL/-/4/-/E/-/- Scale —.25"/Ft. *'WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. —7t LL 20.0 PSF -- 10800 PETER 11 1 CST ' " FEE I I LD I NG 1"1LI1"E D BY "' ITRIIIA111311.IIIIIIPU IF;,11�3. REF R235 D.0 N 0 FRI. ON . I U III '.0. 1A U SO . .. ..... U RICA "D 'RU'S TO UNIIL 0 F AMRL C ' 6 0 ENT,11 RE L MADISON. WE 53719) FOR SAC ET Y PRACIIIII PRIOR ED P E RECLINING THESE FUNCTIONS UNIESS OTHERWISE INDICATED, TC DL 7.0 PSF DATE 04/26/06 CHORD SHALL MA11 PROPERTY ATIACLUEB 1IR.CTCRA1 PANELS AN. BETI.M CHORD SHALL AY1 .PROPERTY ATTAC"E R01PG FIT CE IL I XG, �Ojs —2 I B C DL 5.0 PSF DRW HCUSR235 06116130 **IMPORTANT**fURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE E G NEERE PRODUCTS. I"I- SU�1-1 NOT BE RE'P-NS-R" OR ANY .'T'.7 IR OM I' ANY F A I I U R E TO LOU I ED III BE LL 10.0 PSF HC-ENG MNM/DLJ R IN C N, PH IF HL IT I I I IT N N I , RUS SE Q1rA ALPINE I U11 0 0 AN T OR 1ARRICA IN�G"PANDLING HI�IIIC"��NS;AIFI NG NG 0 1 STA OF U, I N IN OR , I , ' : "OV IONS ' S (N AT I , - 5 P G� Y'AF&PA AND AT'I. A L P I N< S G I M W TH A PLIIAR I I IS OF ND 5 DNA DES16N IPE . a A, TOT.LD. 42.0 ESE SEQN- 161055 CONN CTOR LA ES ARE MA E OF 20/18/16GA (W.H/S/K) A IN A653 GRADE 40/60 (W. K/M.S� GAIl.'11111T. Al E P 1 0 PLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DIIII"; 11113111*PER 1�—,IAII P1611 1, All IT OF PLATE I SO— R ""T IF I F , "C N C, IS ND S LLDN'B BY BE DUR.FAC. 1.25 FROM MKB R�1111 Alpine Engineemd pIoducts,Inc. F !OAT 'C' T"Cl I P F(i ED N A, E.GIPI'FRAING TOR THE IRUSI FUM1PT%11 1950 Marley Drive EE'IG ED N IU� SDPITAA 11-171 ARNOO LIS( Of THIS COMPON L NT FO`R ANY BUILDING IS THE RESPONSIBILITY Of THE Rainm City,FL 33844 EUG 5 N R E B I I SE _ 2� - - FL catificke ofAuthonation#567 ILDING DESIGNER PER ANSI/TP I Apr 2 SPACING 24.0" JREF 1-,WP235—Z22 IMIS UWb E`HtFAKLU THUM UUMHUILK INFUI (L UAL) U I MLN�)I UN�,) �,UbM I I I ED BY I KUN�, Mt K (684128-LENDRY HOMES/DUVAL COUNTY -- L122 OCEANWALK - A2) Top chord 2x4 SP #2 120 mph wind, 23.15 ft mean h9t, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP ff2 not located within 4.50 ft from roof edge, CAT 11, EXP B, wind Webs 2x4 SP #3 TC DL=4.0 psf, wind BC DL�3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L1240 live and L/180 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 46 -1.40 13.00 TC 32 13.00 15.67 TC 46 15.67 30.07 BC 74 0.15 28.52 5 X 4 5 X 6=- 3X40 3 X 4 6-10-3 6 F— 6 19-1 04(A2) I.5X4 111 5 X7 3X4=— 1 5 X 4 111 4X4(A2) "o "0 13-0-0 2-8-0 13-0-0 28-8-0 Over 2 Supports R=1306 U�703 W-3.5- R-1306 U=703 W-3.5� Design Crit: TPI-2002(STD) /FBC PET TYP. Wave Cq/RT�l.25(1.25)/5(2) 7.2 2 11 2_2,�� Q T Y 1 FL/-/4/-/E/-/- Scale =.25"/Ft. —WARNING—TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. ......... -- 10801 REFER TO B CST 03 (BUILDING COMPONENT SAFETY INFORMAt�ONU. PUBSITSHED BY FRI (TRUSS PLATE I NSIITUT1 583 t;u T C L L 20.0 PSF REF R235 N V 0 OR. 2 BE 1 5 1q) AND A S jq D-0 0 RE S IT "A IT ... ""CIL OF AMERICA. 6300 ENTER R E LN' RA I C N, I IN 7 DL 7.0 PSF 04/26/06 1 0 U E "' Y "'�I'IEI'P FBI...NG Ell N 1 0 . ON SS TO HAD .1 53719) FOR 'AT'I P I EI.R I.PER TH U IR..SE INDIC�TED 10 S %D I I I PANELMIAN 8 CH A PROPERLY ATTACHED' D A T E P C-0 SHALL HAVE PROPERLY A ACHED STRUCTURA D OrTOA ORO SHALL HAVE RIGID CEILING. N 2 BC DL 5.0 PSF DRW Hct)SR235 06116131 —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG INE RED PRODUCTS, INC- SHAI IF NOT BE RESPONSIBLE FOR ANY U"IATION FROM THIS DESIGN; ANY FAILURE TO BIT ED THE --5 C L L 10.0 PSF HC-ENG ALPINE TRUSS I N ONFORMANCE WITH FRI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING A BRACING OF TRU SSES MNM/DLJ D11 I G N C ON FORMS WITH APPtAIAIIE IN11111011 01 "DI 11ATICIA1 Ull�GN S111. BY A11PAI AND TP�. ALL P ENE -.0 RN'CT OR P'A''S A BE NA BE D, '1 8'1 6G A I I.I'S,I I A,TH A,53 GRADE ,R 6 R I K H.S) GALV. STEEL. AR,'Y TOT.ED. 42.0 PSF SEQN- 153910 R I_, L , IF IS PLATES I.I A I I LAC F I ROSS A"D. U ME ESS 0 1 ITT I E 0 A D ON III ISIG%1"11'� I P R IIA1,11 S 16 A % A Products, CH I S 1 8 P N X A3 OF I .G I A 5 A'L'0 0 1 Z, 0 R 1.25 F Alp ne Engineem Inc. ANY INSPECTIO OF PEA E IDLED ED By (I) SHALL E ED A NE IPI ..0 R DER JAC. ROM MKB 1950 Mailey Drive DRAWING INDJ ATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY "tf[Y FOR THE TRUSS COMION r DESIGN—.N� THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF I E SPACING 2 4.0 JREF- 1SWP I IT I�, U146 PREPARED URUM CUMPU I tK I NVU I (LUAL)�, & UIVILNSIUN�) �,UHMIIItU EST KUIS MtK. (68412B-LENDRY HOMES/DUVAL COUNTY -- L122 OCEANWALK - A3) Top chord 2x4 SP #2 120 mph wind, 22.65 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 not located within 4.50 ft from roof edge, CAT 11, EXP B, wind Webs 2x4 SP #3 TC DL-4.0 psf, wind BC DL-3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/240 live and L/180 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 47 -1.40 11.00 TC 54 11.00 17.67 TC 47 17.67 30.07 BC 75 0.15 28.52 5 X 4—= 4 X 8 3X40 3 X 4,-Z�- : 5-10-3 jil U 19-ILD U. 4X4(A2) I.5 X 4 111 5X7 3X4—= 1.5X4 III 4X4(A2) 11 4 01 1— 11-0-0 6-8-0 11-0-0 LrE 28-8-0 Over 2 Supports R=1306 U=691 W-3.5" R-1306 U-691 W-3.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(l.25) /5(2) 7.22.112Zjo@1P11"% QTY:1 FL/-/4/-/E/-/- Scale =.25"/Ft. **WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. T. REFE TO BCSI (BUILDING COMPONENT SAFET NFORMATION) R (THUS IAIT TC L 20.0 PSF REF R235-- 10802 BY I IT'T' 0 TR E R 1 03 Y I POOL D'O"OFR TO OR- SUIT E MA 91 SO N 1 53 7 1 ) AND RICA (W O� HIS C(UJN1II'P1 AMF BE CA' 6,OC'ENTTFR1RI-4"N111 M ISO EI ", , 200. FOR TC DL 7.0 PSF DATE 04/26/06 AD N, I � 9 1.R SAFETY PR A�41.ES PR9CR T 0 PER M I EG THESE FUNCTIONS UNLESS OTHERWISE I B..'-ATEC. T 1, CH RD SHALL HAVE PROP E RELY ATTACHED STRUCTURAL PANELS AND HUTTO M C DO RD SHALL DA,E A P HOP ENT' AITA CUB 0 0 RIGID CEILING- No 5 2 B C DL 5.0 PSF DRW HCUSR235 06116132 —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 111DU111, III- SHALL NOT BE RIIPOBSlBLE,I.R ANY .1VHIAE.C. 11(UlDIDP�1 AN I FA,1URF TO OIL o THE BC LL 10.0 PSF HC-ENG MNM/DLJ TR IR CUBE 0 MAN E WIT P, R BR I,A TIN G A B IN G, S I P I I NG B IN" ALPINE C 0 OF NG NIT;AI, , BAC OFBTRUSSFS. U55 E 0 OF I G N CONE OR M S W I TO APR L ICABLE PROV I SI ON S OF N PS NA I 1 0 NA I D EST ON SP E . 51 AF&PA) AND FRI. ALPINE T 0 T-1-D. 42.0 PSF SEON- 153921 CONN E CTOR PLA T ES ARE MADE OF ?0/1811 C CA (W H/Slk) ASIM A653 GRAD E 40/6 0 (W. R/H.S) GAII. STEEL. APPIL Y PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWI 5 F 1 0 C A IF D "H THIS D F S IGN. POSITION PER DRAWING 5 1 6 CA I AlC-Z — . . FULL 8 Y (i) _jB C pine Engineered pro&cts,Inc. GANYEINSPFCFfOR OF PLATES WED SMAIL BE PER ANNEX 3 OF TRII O?OSCI-3-ON AU1E11UWCP�1"11 1950 Mmicy Drive 'A I�G TEUDICATES ACCERTANCEOOF PROFESSIONAL ENGINEER ING REA—HS1 BI I I T Y S F'Y F IMF I' ,S C 'NT DUR JAC. 1.25 0 M MKB DESIGN SHOWN. IMF, SUITABILITY AND USE OF TDIS COMPONENT FOR ANY BUILDING Is THE FESPONSIOILITI OF 'HE Hain.City,FL 33844 BUILDING DESIGNER PER ANSI/TPI I SEC. 2. A r SPACING 24.0 JREF- 1SWP235Z22 q FL C ftifica�OfA.thofition#567 p 1111� L)Wb FKLFAKLU THUM CUMVIJILK INIFUI (LUAU�, & I)IMMIiUNS) �UbMilltU BY IKW'� MEK. (68412B-LENDRY HOMES/DUVAL COUNTY -- L122 OCEANWALK A4) Top chord 2x4 SP #2 120 mph wind, 22.15 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP ff2 not located within 4.50 ft from roof edge, CAT 11, FXP B, wind Webs 2x4 SP #3 TC DL�4.0 psf, wind 8C OL�3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L1240 live and E/180 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 47 -1.40 9.00 TC 49 9.00 19.67 TC 47 19.67 30.07 BC 74 0.15 28.52 5 X 6—= 1.5 X 4 111 5 X 6 n 1.5X4-� 1.SX410 41 6 r— Z>1*I X:0: 6 4 10-3 19-1 4X4(A2) 3 X 4 5X7= 3X4= 4X4(A2) 9-0-0 10-8-0 9-0-0 28-8-0 Over 2 Supports R-1306 U�680 W=3.5- R-1306 U�680 W-3.5' Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT-1.25(1.25)/5(2) 7.22.1122 1;4-1 FL/-/4/-/E/-/- Scale =.25"/Ft. A-WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSIAtILING AND BRACING. 10803 PETER CST (B I ''."D MINT SAIIII I1F1R"1TI1N'� 111,L'11111%1Y FRI 11111,11 PLATE INIIIIIII, IRI TC LL 20.0 PSF REF R235 DO ,"' ' D' B TO I" I , ", A, I B I BID DR.. I LIE B OF RA D W '0 THU CPU C 0 AMER CA. 6300 ENTERPRISE IN. 0. 0 U ' '. "' P...�T'111'P�IOR I NOTION . IT 0 E MA D150N, WI 53719) TOP S AT IF Y 1 0 P ER I OR M'NG I"ESE TO S UN S' TH RWI SE INDICATED. DL 7.0 PSF DATE 04/26/06 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHAL I MAY E A PROPERLY ATTACHED TC RIGID CEILING. N BC DL 5.0 PSF DRW HCUSR235 06116133 —IMPORTANT—FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE EN INEE 0 G I PRODUCTS SHALL NOT IBL DEVIATION FR S DES�GN; ANY FAILURE TO 511 ED I I N WE BE R I FOR ANY H IN ON I IN BC LL 10.0 PSF HC-ENG MNM/DLJ ALPINE RUSS N CIIINFIRMA C' TO 'PrRESPONs" FAB'ICATIN G' A"" %,SUITHP G NSTALLINB&,BRAC:NG OF rRUSStS * HE'I G N C ON To N M,4 1 IH APR t I C AD L I PIOV I SIONS OF BUS I NA I 1 0%A, S IG N SIE�. 8 Y A,A P A) A 0 T P ALPINE STATE OF 0 1 A S CONN CT R tA ES ARE MADE 1 20/1811 GA (W.H/SJK) SIM 4653 GRADE 4 /60 0. K/D TV TOT LD. 42.0 PSF SEON 153925 F 0 P I U 6 A I C ED ON D L "'L L' P PLATES 0 ACH FACE OF THU S AND. UNIESS OTHERWIS THIS SIG . Posi'T..'N PER HPAI�NGI'1'6HA 1. ANY 1 0 SEAL ON THIS ORMOVr- I I 1 0 AT E N By (I) SEC ........ P gdProducts,Inc DRAWINGSINDNICATESTHFACCVPTANCIETOF PROFESSIONAL ENGINEERING RESPONSIBri fTY SOLFtY FOR TOT TRUSS COMPONENT DUR FAC. FROM MKB Al ine En& NWECTION OF PLATES F FLOWED SHAiL BE PER ANNEX A3 OF TOIL 20 2 A ey Dri,,e OF S SO I FOR ANY BUILDING 15 THE RESPONSIBILITY Haine;City, 'Ll" "O".GN" I'ARI',IY AND.USE OF THIS COMPONENT OF THE FL 3384 BU D NO HE I ... AM I/, I SE C ? pr SPACING 24.0 JREF- ISWP235 Coftficale 0JEAu&-z;6..#567 Z22 Hl� UWU FktPARLD [KOM LL)MH'U1tN INVU1 ILVALJ� & UJ,M!,N�,I tJNt,) SUt3M I I I FIT b Y I Kn'� ME K (684128 LENDRY HOMES/DUVAL COUNTY -- L12? OCEANWALK - A5 2PLY) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 2 COMPLETE TRUSSES REQUIRED Webs 2x4 SP #3 Nailing Schedule: (0.131"x3"-Gun-nails) Top Chord: 1 Row @12.00" o.c. 120 mph wind, 21.65 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot Chord: I Row @12.00" o.c, Located anywhere in roof, CAT 11, EXIO B, wind TC DL-4.0 psf, Webs : I Row @ 4" o.c. wind BC DL-3.0 psf. Use equal spacing between rows and stagger nails in each row to avoid splitting. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) #1 hip supports 7-0-0 jacks with no webs. TC 67 -1.40 7.00 TC 61 7.00 21.67 TC 67 21.67 30.07 BC 97 0.15 28.52 Deflection meets L1240 live and L/180 total load. 5 X 6=— 1.5X4 III 3X4=— 5X6=— n 6 6 6 F— U 3- -3 10 19-1 4X4(A2) 1.SX4 III 5X7=— 3X4= 1.5X4 III 4X4(A2) 7-0-0 14-8-0 7-0-0 28-8-0 Over 2 Supports R�2530 U�1290 W-3.5' R-2530 U-1290 W=3.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave CqZRT=1.25(l.25)/5(2) 7.22.112ZJQe01,1,1, 4, QTY I FL/-/4/-/E/-/- Scale -.25"/Ft. **WARNING**IFULJSII�IIIUI�l EXTREME CARL IN F.IIIIAIIIN. HANDLING. SHIPPING. IN11AII.NI;AN. BNAI'.G. wu 4 R�11.1'NOFIBN 1'C1 1RU11BINGUCBHE.N1NT'1A D IT USS PLATE INSTIIURTE 583 ........... 10804 PUBLISH[ By TIT - TC LL 20.0 PSF REF R235 '19) AN I W"� 'WGBU TIU11 COUNCIL IF 1"1111A. 1111 111111 4 LN X�I'CXP N T "I.. . W" IT W, I ON I U 2'%'"'l MAD ISEN WE 53719) FOR I PR N..1 T 1RFC1 G S I IN TC DL 7.0 PSF DATE 04/26/06 TOP CHC�V SHALL HAVE PROSPERITY A I TACHIEP STRUCTUROLPPANLLS"'AN I BOTETOM'UCHORD SHAIL'L'HAVSE A PROPERLY ATTACHED RIGID CEILING. Np 8C DL 5.0 PSF DRW HCUSR235 06116146 **IMPORTANT**URNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCT INC SHALL NOT BE RESPONSIBLE I OR ANY BE VIATION FROM THIS DESIGSN; ANY FAILURE TO BUILD THE -E NG MNM/ I C WE LET IC IN N IN "T PIN I D ALPINE 11111 N C041IRMAN I TH OR IABR AT U. NA OF N TAIA BRACING OF TRU55ESE BC LL 10.0 PSF HC 0 1 1 N'.N'OR , I, AIP IIAI;l PRO, I N,I, NO, AT I 11"I'IG'� By AFXPAG&AND IP I ALPINE A. S G M W IT L I IS 0 ON 0 S E C INN E CTOR ETA I ES ARE MADE OF 70/18/16 GA (W.H/S/K) A 5 IM A653 GRADE 4DI 6 0 (W. K?H._S; GAL V* 5 1 EEL. APPLY TOT.LD. 42.0 PSF SEQN- 153929 I IATES TO EAC"F ACE OF TRU%S AND. ON L ESS OTHER WIS E 1 0 C AT ED 0 N THIS D I SIGN. POSITI 0 N PC R DRAW I%GS 160A Z. % Y ANY INSPECTION OF PLATES FOLLOWED By (I) SHAII HE PER A N%EX A 3 OF TPII 2002 %EC.3, A SEAL 0. THIS Alpine ftlnwoedProducL�,Inc. I PRO11SSIONAL'iNGCJ RFIPONSIBIIILTYINIOLELI.Ir T F TRUSS COMPONENT OUR.FAC. 1.25 FROM MKB By Drive DRAWING INDfCATF' ACCEPTANCE 0 T NEERING OR 4 1 TY OF Hamm City,FL 33844 �S .7 S N THE I I A I ILI AND I?E OF S DMICNENT,OR A NY NO D G I S F RESP.H.,Bill THE A p Z22 L--E�C�fifi.w FfAuffioCQ&tI0j#567 1 OF�'�INGFD�FSIGNFR PIRSONSI"TPI'I S,C, SPACING 24.0 JREF 1SWP235 1111�, E)Wb FKtFAKLU TKUM EVMI'U1tK INPUI (LOAU� 6 UIMLN�,ILJN�,) �IUHMIIILU uy iKu��' MEN. (684128-LENDRY HOMES/DUVAL COUNTY - L122 OCEANWALK - A6) Top chord 2x4 SP #2 120 mph wind, 23.15 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP ff2 not located within 4.50 ft from roof edge, CAT 11, EXP B, wind Webs 2x4 SP #3 TC DL-4.0 psf, wind BC DL=3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/240 live and L/180 total load. CHORD SPACJNG(IN OC) START(FT) END(FT) TC 56 1.40 13.00 TC 32 13.00 15.67 TC 48 15.67 30.07 BC 74 0.00 28.52 4X4=— 4 X 6 3 X 4 4- 6-10-3 6 F— 6 4X40 3 X 4 9 F] 19-IL D U 4X4=— 5 X 7 3X4=— 3X4=— 1.5X4 III 3X4(Al) =— 3X4(Al) 1.5X4 III -9-8 .j 13-0-0 _1_ 2-8-0 _1_ 13-0-0 —1 28-8-0 Over 2 Supports R�1394 U-709 W=3,5" R-1218 U-657 W=3.5- Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(l.25) /5(2) 7.2 11 2109t*",.",*,% 0 T Y -/4./-/E/-/- Scale �.25"/Ft- -WARNING—TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO B CST (BUILDING COMIONE A A ....BY ... ............ IN STITUff. 583 TC LL 20.0 PSF REF R235 10805 AMER C . 63 N F 0 1 03 0 OF NT S F';YAND WE THU N D-0 0 BE DR.. S Of I E 2 0. MA SON- W 1 5 371 1 CA IND 0 11 COD NIIIF 01 1 A ED E N I ERPR SE M I ON I R OR I I TON NEE S BE ERW S N C E AD S" WE 5371 9 1 FOR SAF TY PRACTICES PRIOR 0 OF F M NG IN SE FUNCT S LE S . I E I D� AT[D. TC DL 7.0 PSF DATE 04/26/06 �U SHALL AVE PR EELY AT TACKED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED Top OP RIGID 11ILINC. be2 C L 'S' D L 5.0 PSF DRW HCUSR235 06116134 —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTAILIATION CONTRACTOR. ALPINE ENGINEERED PS PRODUCTS. INC SHALL NOT BE RESPONSIHL AN DEVIAT FROM THIS DESIGN; ANY FAILURE TO BUILD THE [ON -ENG ALPINE OR N A Y G. MANDL G. SHIPPING. INSTALL ING A B OF TRUSSES I I C ANCE WE TH I PI F FOR C I R ING C LL 10.0 PSF HC MNM/DLJ DROSS N ONFORM FAD I IN IN AC S IF — EST NFORELS WITH APPLICABLE PROVISION%OF NDS OATIONAL DESIGN SPEC. By AF&PA) AND TPI. A IN P S GN C LP P S F CONN E'T OR ...... ARE MADE OF ?0/18/1— (W.H/S/K�SASTM CA653 GNAOF 4016�1<W. I 1H.5) GAIV, STEEL. APPLE OT.L D. 42.0 SEQN- 153934 PIA111 TO FA C R FA,E 0 1 1 RU SS AND, U NLE S_S OTHERW I ED A LED 0 1 Or S DES GN. I P SITION PER DRAWL N'S 160A 7. 0 RVOt INSPFCJ I OFF Al ANY N IIAIIS I By ") SHALL HE PER ANNEX A3 OF TPII ?002 SF,3� A SEAL ON TO" ......... D U R F pine Engineered Products,Inc, DRAWING fNO�OATCS ACCEPrANCE"W"'PROFFISIONA I I I 1111LI "I 'HE TRIII I I MI I "I AC. 1.25 FROM MKB DESIGN SHOWN NO US F U: 1950 Marley Drive THE SUITABILIOTF A F G 0 ,0 LNG I S TO, R....N'T 8 1 LT,TOY OF,I'D, /"I I SEC. SPACIN N j HainesCity,FL 33844 BUILDING DESIGNER PEP, ANSI Apr G 2 4.J01 JREF- 1SWP235Z22 L—�� -Qa (684128 LENDRY HOMES/DUVAL COUNTY -- L122 OCEANWALK A7) Ifll�, IJWU PKtCARtU KUM UUMD'U11CH INFUI (LUAIJ�, & JIMLN�IVW') �'UbMjijtU HY IKU�� MPH. Top chord 2x4 SP #2 120 mph wind, 22.65 ft mean h9t, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 not located within 4.50 ft from roof edge, CAT 11, EXP B, wind Webs 2x4 SP #3 IC OL=4.0 psf, wind BC OL-3.0 psf. (A) Continuous lateral bracing equally spaced on member. Or Ix4 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 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. TC 60 -1.40 17.67 TC 47 17.67 30.07 Deflection meets L/240 live and L/180 total load, BC 75 0.00 28.52 5 X 4=- 4 X 8 3 X 4 i5� 3 X 4 1.5X4 III (A) 1 5 X 4 111 5-10-3 3 X 4 1.5 X 4 111 6 f-L 1 19-I L�O 3X4(Al) 5 X 7 3X4=- 3X4= 4X4(A2) 3X4=- 'lQ 11-0-0 -1- 6-8-0 11-0-0 28-8-0 Over 2 Supports >1 R�1401 U-701 W-3.5' R-1210 U=643 W-3.5� Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=I.25(1.25) /5(2) 7.2 2.112 2 6Awwxbft,_ DTY jj FL/-/4/-/E/-/- Scale =.25"/Ft. **WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING IND BRACING. REFER 1 0 0 CST 1 03 (BUILDING COMPONENT SAFETY I NFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 ........ 20.0 PSF REF R235-- 10806 D-0 N DFRIO DR.. S FEE 20 0. 1A 0" N 1 5 719) AND'I CA OD TRUSS C OF AMERICA. 6300 ENTERPRISE LN. HAD 1 0 , WE 5371U) FOR IF , "A�T'11S'IRI.' T EFF�R'R'N THE FOONCTILN S ON L ESS 0 THERWISE INDICATED. A ' N 9 S 'T B 1 0 P I G a SE UNC 0 L LE TC DL 7.0 PSF DATE 04/26/06 'IF C HOED SHALL HAVE PR OFF R LY ATTACHED STRUCTURAL PANELS AmO o VrOM CHORD SHIP AVE A PROPERLY ATTACHED RIGID CEILING. Nb�5 2 C DL 5.0 PSF DR14 HCUSR235 06116135 —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AIPINE F N G 110E1.1. 8 1 C LL PRODUCT SHALL NOT BE RESPONSE OLE "OR ANY DEVIATION F ROM THIS DESIGN; ANY FAILURE TO U ED THE THIS' I S N HE I I C TIN H IN I PIN C LL 10.0 PSF HC-ENG MNM/DLJ ALPINE N C OINFIEMA ON FAORI A IT ' G "'FALLING& BRAC G OF TRUSSES. A N E 8 � PA� A T AIL J T LE F I W I A L IS 0 To %1'G Y ,A N 0 PING ... -o TATE F UP F 'CN OR , C' TO P : CHOY IONS F A"L 11 AIR IF R I NOS NAT NAT IF SP COHN CTOR PEA T FS AR E MADE OF ZO/18/16GA (W,IT/S/K) ASTM A653 GRADE 6 0 1 W K�R I GAT V- SIEFI- ARE, T L D. 42.0 PSF SEQN- 153938 I ES% NIF OC S PC'j".N PLO DRAIINII Y .— . A E N 10"...0 PLATES TO EACH FACE OF T 0 USS AND, Y (i) 0 HERWISE L TED ON THIS IG 0160A Z Al ine Engineered Products,Inc. ANY INSPECTION OF PLATES IOUTIOWED B SHALL BE PER ANNEX A3 OF TPI1 2007 SFC.3 A I AT N I I P DRAWING INDICATE ACCEPTANCE Of PlF(ESIIINAC ENGINEERING TIE SjCO11ONEI4'1 U R FAC 1.25 FROM MK B 0 IG COHN, I SOL IRIL I AND H 0 S OM 0 OR A U G S SOO IB TY OF T L Haim City,FL 3384 HIL INC, ONE, PER N'I 'P, I 'RH' 10 1950 Marley Dnve ES N S TO T 3 Y 'L F CHI , P NENJ F NY a I E BE NI I L �'F ?. A p SPACING 2 4.0 JREF- ISWP235-Z22 (684126-LENDRY HOMES/DUVAL COUNTY -- L122 OCEANWALK - A8) HIS JWb ETILFAKED fKUM UUME'UILK INFUI (LUAO!, & EJIMLN�IVN�') �'JbMIJJLU EST IRU�b MIR, Top chord 2x4 SP #2 120 mph wind, 22.15 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 not located within 4.50 ft from roof edge, CAT IT, EXP B, wind Webs 2x4 SP #3 TC DL=4.0 psf, wind 13C DL-3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/240 live and L/180 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 57 -1.40 9.00 TC 52 9.00 19.67 TC 48 19.67 30.07 BC 75 0.00 28.52 4X6—= 1.5 X4 III 4X6—= 3X40- n U 3 X 4 6 F— z 6 4 10-3 19-1 3X4(Al) 3X4=— 5X7=— 3X4=— I .5X4, 3X4(Al) 2X40 I—�01 I 11--j 1— 9-0-0 10-8-0 9-0-0 28-8-0 Over 2 Supports R�1394 U-686 W-3.5- R-1218 U=636 W=3.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) /5(2) 7.2 2.112 2,p0r"1". _Qlj I FL/-/4/-/E/-/- Scale �.25"/Ft. '*WARNING**TRUSSES REUUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING- CST I I REFER 1-03 (80 ED] PONENT SAFETY INFORMATION). PUBLISHED BY TEL (TRUSS PIATE INST LUTE. 583 To a N&CO TC LL 20.0 PSF REF R235-- 10807 Of D-CN RIO DR., SH;T E '0 DIIIN�,1�1,11,7RIIEATD IETIA�IWCOU TIBSI FCOUNC AMERICA.,6300 ENTERPR LN. LSB WE "'I TO N I U T�LNOF N TH RNIS I E MAD ' FOR �IETI PDA I P R F G HE E TIC 0 ' NO:SAT TOP CH%D SMALL "AVE PROPERt, A I I AC HEDSSTRUCTURAL P ANEEMSIAN 0 HOT TOM CH 0,IT SHALE HAVES-1R'.111L1 ALL ACHED' TC DL 7.0 PSF DATE 04/26/06 0 R I G ED CEILING. BC DL 5.0 PSF DRW HCUSR235 06116136 —IMPORTANT—FORNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGII ER D PRODUCT BE RESPONSIBLE FOR AN DEVIATION FROM I I I ROSS I IS LL 0 1 FAB C I Y H B IN HIHIS DES�GN; ANYXFARIALURE TO BIT ED THE BC LL 10.0 PSF HC-ENG MNM/DLJ ALPINE COINFORMASHAE WHITE OR RI A IN A G;,1 PIN N'T ALL I I"G IT 'ING UP T-SIIS. STATE U, I N CUM P , I OV TONS I I G�. X, IN S G I RM W III All I'CAR I I OR IS 0 NOS (NAT I DNA S IG W IP E BY AF A; AND TO ALP,YE CO N N E CTOR P LAIES ARE MADE UF 2 0/19/1&GA (W."/S/S) A ST M A653 GRAVE 401 6 0 (W. KID.5 GAIV. S I 1 1..B A PP etORID TOT.LD. 42.0 PSF SEON- 153945 PLATES TO EACH FACE OF TRUSS AND. U"I ESS 0 1 REPHIS E LOCATED ON THIS DESIGN, POSITION PER DRAWIN S 160A Z ,.Z— .— . ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF FPII 2007 SEC.3- A SEAL 09 THIS Alpme Engineered Products,Inc. OR 1950 Marley Drive ESAWINGSFOOICA ITS ACC EPTANCE Or PROFE11IONAL INGINEIRING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONF. DUR.FAC 1.25 FROM MKB D �GN H I I It,TY A NO U S, 0 TO', OMPONENT fOR ANY BUILDING 15 THE RESPONSIBILITY OF THE 339-4 6 OIL D I XD�lZiGNER PER SANSAIJTP I I SF C 2. Haines City FL THE ____EL C_;,;7 Apr 2 SPACING 24.0 JREF- 1SWP235 Z22 B In,�n.n Is I IT I�, UWU PH LVAKtL) E RUM LUMPU I t�, I NFU I (LUAU S & U I MLN�)I UN��) SCUM I I I tU EST I RU�,�, mx (68412B-LENDRY HOMES/DUVAL COUNTY -- L122 OCEANWALK A9 2PLY) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 2 COMPLETE TRUSSES REQUIRED Webs 2x4 SP #3 Nailing Schedule: (0.131"x3"-Gun-nails) Top Chord: I Row @12.00" o.c. 120 mph wind, 21.65 ft mean hgt, ASC[ 7-02, PART. ENC. bldg, Bot Chord: 1 Row @12.00" o.c. Located anywhere in roof, CAT JI, EXP B, wind TC DL�4.0 psf, Webs : I Row @ 4" o.c. wind BC DL-3.0 psf. Use equal spacing between rows and stagger nails in each row to avoid splitting. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) #1 hip supports 7-0-0 jacks with no webs. TC 75 -1.40 7.00 TC 66 7.00 21.67 TC 72 21.67 30.07 BC 75 0.00 28.52 Deflection meets L1240 live and L1180 total load. 5 X 6=- 1.5 X 4 111 3 X 4 5X 6 n 6 r-- U 6 3 X 4 4 X 4* En�t 1 3-10 3 LJ [ if 19-1 4X4-= 5X7=- 3X4=- 3X4=- 1.5 X4 III T-� 3X4(Al) 3X4(Al) 1.5X4 III ��-9-8 'J 7-0-0 14-8-0 7-0-0 28-8-0 Over 2 Supports R�2623 U=1341 W=3.5- R-2323 U=1186 14�3.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT�1.25(1.25) /5(2) 7.2 2.112 2,.,WN_ww* FL/-/4/-/E/-/- Scale =.25"/Ft. 4,._ QTY I -WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. tou CST UU TFIER ED" 1 03 (BUILDING COMPONENT SAFFT Y I NFORM TION)� PUBLISHEDFIB Y FRI (TRUS S PLA,1E 1111IR1111% III: ... TC L L 20.0 PSF REF R235 10808 U'ON 0 1 R I.GR�. S U IT E 2". "A OF SO N 1 5 7 19 AN T ( 0 T" ,IOU CIL IF AMI R I A- FITE 'R. E LN NADI ON. MI 5371 1 FOR A, Y P A�T'IEI'11.'R TO'1'11�.R"NG F 11E I T ON LI'l.'THOD.E" I'DI'A"D T p S 9 US EI ' 1 0 0 P MI B FUN RD 5 ON S P E TC D L 7.0 PSF DATE 04T26/06 0 "HORD SHALL "AVE PR REPLY ATTACHFD STRUCTURAL PANELS AMD BOTTOM CHO SHALL HAVE A ROPERLY ATTACHED RIGID CEILING. Ne. B C D L 5.0 PSF DRW fiCLISR235 06116147 -IMPORTANT-FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE E MGINF FRED PRODUCTS. I I NOT 11 B111UNITBLE OR .1 .111AT.GM IR UH THIS.11�GN; AM'1A.ICRE T.BUILD I H E 10.0 PSF HC-ENG MNM/0LJ ALPINE , , I ED"I 'PAT FIT T I B FRI I AT IN G. B A N OIL IN G. 5 1 RIM RDS N �FORMANIF TH P ; R FAR H P G. N FALLING& BRACING OF END ... BC LL DESIG N CONFOR S WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AF&PA) AND I P 1. AIFPTN� CON N ECTOR PIATES ARE MADE Of 20/18/16GA (W,H/SJY) ASTH A653 GRADE 40/60 (W, R,,H,S) GAIV. STEEI. 'PP" TOT.LD. 42.0 PSF SEQN- 153950 FLAT11 TO IAC1'ACE BE TRUSS AND. ONLE51 OTHERWISE LOCATED ON THIS DESIGN, POSITION PIR G RAW I NGI 1�.A 1. A ... C, M IF 'I , ED NNE , OF P 1 /- . .- . I" OILLOWED A A 1 002 SEE, I P 1950 Maticy Nve Y RE PONSIBItITY So EL U FROM MK13 Al me Engineemd I'mducts,Inc. D%WING EIND;OATE�F ACEIT�A PRYFEiSTONAL CBGIVtEPAfNG FOR THE TAU5S I N1..1NT DUR.FAC. 1.25 R C M G 0 ' M S L Y 5 D SIGN SHOWN THE SUITABILITY AN.USE OF THIS C.MPONFNT FOR ANY BUIIOING IS THE RESPONS181LITY OF THE M44 IGNER PER ANSI/TPI I �EC� 2. pr SPACING 24.0 JREF- ISWP235 Z22 Haim City,FL BL'ILDIOG OE� L-FL Certificate ofAuthorization#567 1 - (6841?B-LENORY HOMES/DUVAL COUNTY L122 OCEANWALK - B10) I H I�, OWL, F`KtFAKtU -�UM LUMP Ui tK I NFU I (LUAU� & U I MLN�,I UN�) tUbM I It EU by I FU-�� FK. Top chord 2X4 SP #2 120 mph wind, 20.61 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 Located anywhere in roof, CAT 11, EXP 8, wind TC DL=4.0 psf, Webs 2x4 SP #3 wind BC DL--3.0 psf. See DWG HCUSROOI-02086015 for Deflection meets L/240 live and L/180 total load. More requirements. I.5 X 4 111 4X4—= 1 6 3X30 3X3-;p 3 X 3 T 1 9-4 n n n U U U -11-0 19 �x 4�111 III III �15)4 1 2X4(Al) 1.5X4 111 3 X 3 1.5 X4 III 2X4(Al) Lc-1-4-0-->J L-- 1-4-0 0-6 80 9-11 O�9-110 6-8 2-1-13 2-1-13 —7-0-0 Over Continuous Support �1- R-108 PLF U=120 PLF W-7-0-0 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) /5(2) 7.2 2.112 2_,O e"",,",*,ft %, OTY:I FL/-/4/-/E/-/- Scale =.5"/Ft. —WARNING— TRUSSES PEOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. odrrls:c� I —:: REFER To B CST 1-03 (BUILDJNGUCO FORFEIT SAFETY INFORMATION), PUBLISHED BY TOT (TRUSS PLATE I NSFITUTC. 583 ............. TIC LL 20.0 PSF REF R235-- 10809 0 F 10 OR— TE 200, IIA ISBN All ITIA 1W111 TRUSS 111"11L. IF 11ER,11A.0%CT ENTERPRISE LN, -�--R AT Y I 'R ON F I , , N, It, MAUL N. WE 117 PRA�1'11"P I'R 0 P F M NG 11 SE 0 1 . ONE SS I tRWISE INDICATED, 1 5 TO ` S 'T I I ' N 0 TC DL 7.0 PSF DATE 04/26/06 OR CHORD SHALL I AVE PROPERLY A TACHIED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CLILING. P BC DL 5.0 PSF DRW HCUSR235 06116137 —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG E ` RED PRODUC� S14AELLWNCT BFIRESPONSOIBLEAEOR ARYNDEVIANTION FIR THP1,SRDES�GN A.Y&FARILLIR, To OR ALPINE I S S. INC MA I IC IT IN ON I t ILD THE BC LL 10.0 PSF HC-ENG MNM/DLJ .'US I CONIIE 11 1" TP N I R A HE G SIT P 'S ALL G Al N, BE TWO SES. E E S ON ..F C OR, WE I I A',L I,A.L, PROVE S 1 0 NS ., NOS (RATI 0 TUAL I;"I G N 5"AF11Z'AN D TP I ASLPIN C ON XF CTOR PLATE 5 AFT E MADE 01 20118116GA (W.HISIKT ASTH AB"GRAVE 40/60 (W. _LV. STEEL� "PC, TOT LD. 42.0 PSF SEQN- 153988 P LATE%TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A , % 0 R% AInc. ANY INIPECTION OF PLATES FOLLOWED By (I) SHALL BE PER ANNEX A3 OF TPII 2002 SFC.1. A SEAL ON THIS Inc Engineewd Pi-oducts, D P 1 950 Maticy Nve LAWINGSTINDICATE S ACCUPTAN'I OF PRO ESSILRAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DUR FAC. 1.25 FROM MKB S Hain�City,FL 3384 D _IG N OW THE SO ITAB L IF I, AND L?SE OF THIS IUMPOMLNI FOR ANY BUILDING IS THE RESPONSIBILITY OF THE L—�� BUILDING DISIGNER PER ANST/I RE 3 'L C_ . Apr 2 SPACING 24.0 JREF- 1SWP23577ZE2::] (68412B LENDRY HOMES/OUVAL COUNTY - L122 OCEANWALK B11) Hl� UWU eNtPARLU �KLMM UUMPUltR INPUI kLUAU� & UIMI,N�)IUN�) SUbMIJILLI bY 'KICJ�� Rfl-K. Top chord 2x4 SP #2 SPECIAL LOADS Bot chord 2x4 SP #2 ------(LUMBER DUR.FAC.-I.25 / PLATE DUR.FAC.�1.25) Webs 2x4 SP #3 TC From 56 PLF at 0.00 to 56 PLF at 7.00 BC From 30 PLF at 0.00 to 30 FILE at 7.00 120 mph wind, 21.14 ft mean hgt, ASCE 7-02, PART. ENC. bldg, BC 305 LB Conc. Load at 2.23, 3.50, 4.77 Located anywhere in roof, CAT 11, EXP B, wind TC DL-4.0 psf, wind BC DL=3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L1240 live and L/180 total load. TC 47 '0.00 7.00 BC 80 0.15 6.85 4X4=- 6 6 T 2-1-3 2 X 4 111 2X4(Al) 2X4(Al) 1— 3-6-0 J— 3-6-0 !< —7-0-0 Over 2 Supports R�758 U�304 W-3.5" R�758 U�304 W�3.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(l.25) /`"5(2) 7.22. QTY I FL/-/4/-/E/-/- Scale =.5"/Ft. --WARNING**T1111111 1111TIE I�IIIHE CARE 1. 'ABBIIAI.D.. HLAIMI.NG. IFIPIING. B1IA11IN.AND BRAIIBC. REF ER To I C" 1 C3 (BUILDING CO PONENT SAFETY INFORMATION). PUBLISKO BY LET (TRUSS PLATE INSTITU rE 3 --Tt6-L L 20.0 PSF REF R235-- 10810 D 11NOFRIO DR.. SPITE 110. "A01111 RICA (WLCG 11CIS COUNCIL OF AMERICA 6300 ENTERPB1;E'N. 1 "7" 1 MA DISO BI 5371.) FOR A, I, I RA�I'CEI III)l"%I I HE DR M I NG TO I,I WC I I I S I LE OTHERWISE INDICATED. I I CH%D SMALL HAVE PROPEELI A I TACKED STRUCT U RA I I A BEL S AN 0 6 OTTOM'UCHORU SMALL HAVES A PROPERLY ATTACHED T C D L 7.0 PSF DATE 04/26/06 0 0 RIGID CEILING Na6. B C D L 5.0 PSF DRW HCUSR235 06116148 **IMP0RTANT**fUHRNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN F I PRODUCTS. INC. SHA,1L NOT BE RESPONSIBLE OR AN VIATION FROM THIS DESIGN; ANY FAILURE TO BU I TO THE I I C RM , RL TOT , " I Y Of TRUSSES. BC LL 10.0 PSF HC-ENG MNM/DLJ ALPINE IU11 1 0110 A N, TO : OR AF I A ING. �ANDtIN��tStlIPPING..INSTAA�LL�ING&MBRAC TATE IF C,S I G N PON FOR M,R ITH AIP L LIABILI PR 0V IS ION S OF NO S I I AT I ONAL S IGN P CC B y I A) A D I P�NG ALPINE CONN CIOR 011811 S "/ ( I I I PLATES ARE MADE OF 6G A (W H/S/K) A IN AS 53 GRADE 60 W' k�N.S) GALV. STE L. S APPL TOT.L.D. 42.0 PSF SEQN- 153994 AC ERWIS C ON I TIH W G Z PLATES TO I I FACE OF TRUSS A MD. U BL CSS OTH I TO A I ED IFF S DISIGI, PISI'. I PER IIA'El"' C I1T%1I' Offi0t ,,Z_ .- , U 'C'L '0 N A ANYW�NSPEC ION Of PIATES FDIC WED By (I) SMALL BE PER ANNEX A3 A A �me Engineewd Pwducts,hx. CIA INTI 1 0 SEC MSS C OM 1950 Madey Dtive , "' ' CATES ACCEITANIL C' PROFESSIONAL CIGINIFRING RESPONSIBILITY SOLELY FOR THE IN PORENT DUR.FAC. 1.25 FRO MKB Haines City,FL 3394 D ION 1H. IY AND USE OF THIS COMPONENT 'OR AN'BUILDING 15 THE RESPONSIBILITY I THE I I I I A I I 'F C Apr SPACING 2 4.0 JREF- 1SWP235 Z22 U 'N IME S%T�4 ILDING D S OBLO El IS �TP (68412B-LENDRY HOMES/DUVAL COUNTY - L122 OCEANWALK - EJ12) 1HIb UWb VRLHAKtU EKVM UVMPUILK INVIII (LVAU� & VIRII,NSIUN�) �>UbMIIILI) FIT JKU�,�, MFM� Top chord 2x4 SP #2 120 mph wind, 21.65 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 not located within 4.50 ft from roof edge, CAT 11, EXP B, wind IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TC DL-4.0 psf, wind BC DL-3.0 psf. CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/240 live and L/180 total load. TC 75 -1.40 7.00 BC 82 0.15 7.00 R-173 U-188 23-5-11 6 F_ 3-10-3 R-111 U-180 2X4(Al) I-4-0---J —7-0-0 Over 3 Supports R-394 U-180 W-3.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) /5(2) 7.2 2 112 ZOO,*" Q T Y 18 FL/-/4/-/E/-/- Scale =.5"/Ft. "WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. IflSIALLING AND BRACING, REFER 1 0 8 CST 1 03 (BUILDING C OMPONENT SAF ELY INFORMATION) "IT"BY I (TRUSS PLATE IIIIITI T' T C L L 20.0 PSF REF R235-- 10811 FR "A 1 53 1 N I I T CA I I ABE C -ONO FIT A ENTER L D 10 DR.. SUITE 0 01 91 A TR'FI C NCIL'P1 6 D 1RI;E"N HAD]I ON, W1 53719) FOR SAE ET Y 'FACT I FES PRIOR 1 0 P,BE DR M I N G TH E 11 F 0.11 ON 5 U NET I I FTHEN..IE INDICATED TC D L 7.0 PSF DATE 04/26/06 TOP CHORD SHALL HAVE PROPERLY ALTA C HED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE�PROPERLY ATTACHED RIGID CEILING. Nq- B C D L 5.0 PSF DRW HCUSR235 06116143 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN GIN E E PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUT N IN Co ED I"I -ENG MNM/DLJ E ALPINE I USS NFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING& BRACING OF TRUSSES. B C L L 10.0 PSF H C DI SIGN IINIOIMI WITH APPLICABLF PROVISIONS OF NOS (NATIONAL DE SIGN SPEC. By AFAPA) AND TPI. ALPINE E OF NR'CT OR,LATE,ARE M A BE OF 2 U/1./16 CA -.7/S/"I A S TM A 6 1 3 C R AD E 40/61 TH. 1111jl�.IAII_ IR1111. APPLE Y TOT LD. 42.0 PSF ATII TO EACH FA E OF TRU I AND ON IS . HENWIIE I C I'D N IT I, "IC P" T " RE R IT A' 161A I SEON 153954 A 0 1 AL N PL C IF T 0 A 0 1 ANY I NSPECTION OF PI ATFS FOLL OWED BY (I) SHALL B E PER ANNI� I I T111 1.0 SEC.3. A F 0 THIS Alpme Engineered Products,Inc. D 1950 Marley Drive '1111�11,�I%NICITI I 'AICIPTANCE OF PROF FSIIONAL ENGINEERING RESPONSIBILITY 1-11 'OR THE TRUSI CC.1ONENI DUR FAC. 1.25 FROM MKB Haines City,FL 33M4 DUIIG W I E IFNITA61L ANO.BIF 01 THIS COMPONENT FOR ANY BUILDING 11 THE FTESPONIIBIF I TY OF IFIE IF I/,PjT1 8 DING DESIGNER PER A I I SEC 2 Apr SPACING 2 4.0 JREF- 1SWP235Z22 _j hl�> L)Wb PHtPAHtU fl(UM LUMPUILK INFUI �LVAUS 6 UlfltN�,IUN�) �UbEIIIILU MY KU��' MEK. (68412B-LENDRY HOMES/DUVAL COUNTY L122 OCEANWALK - EJ12 ALT BRG) Top chord 2x4 SP #2 120 mph wind, 22.02 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL-4.0 psf, wind BC DL=3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/240 live and L/180 total load. TC 75 0.00 7.00 BC 84 0.00 7.00 6 F R-181 U=194 23-5-11 3-10-3 R�300 U-180 R=119 U-180 19-11-0 2X4(Al) 7-0-0 Over 3 Supports Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(l.25) /5(2) 7.22.1122,J#00"0% OTY 1 FL/-/4/-/E/-/- Scale —.5"/Ft. A*WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANOI ING. SHIPPING, INSTALLING AND BRACING. V %,W CST .......LE TC LL 20.0 PSF REF R235-- 10812 REV To OlDF..1,01 BUILDING COMPONENT SAFET Y I NFORMATION), P"11,11'HEIN11 TP�Fl (TRUS S PLA3TEOINSIEITPP TV 'OF LEE R ....N. HE 53,191 U I ( C" �MENJ CA. G. ENT R RE4'%. N'IR I U 20 * MA AN W CA WOO THUS oil D L 7.0 PSF DATE 04/26/06 0 M�Dl'ON WE 5371 9) F ON 5 AT IT' PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS- UNLESS OTHERWISE I.DICA TED' TOP CHDI�C SHALL HAVE PROPERLY AT T A C IT L 0 S TR U CTURIL PA NET S AN 0 IT,M ,HORD S HALL HAVE A PRO P E R LY AT T ACHED RIGID CEILING. BC DL 5.0 PSF DRW HCUSR235 06116144 2; : —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG1 EER D I*: 1RO111T1- IIC- SMALL NO' BE RE11.141IBL' - ANY DEVIATION IR EM OF I DESIGN; ANY FAILURE TO 11FILD'ETHE r I. BC LL 10.0 PSF HC-ENG MNM/DLJ ALPINE TO U,S IN 'ON FORM AN" WET H I P,; 0 R IABIRI,A'IN G. MAN D,IN G. SHIPP ING. NSIALLING&BRACING OF T US S. .I S 07 DESIGN CONFORMS WITH APPLICABLE 11011110"S OF IRS IIATIONA1 DESIGN SPEC. BY AfAPA) AND TPI� ALPINE -10 J NN'C�TOVV VIA"S A RE MA OF OF 2'/1 8''lS GA I W.7 1 ASTM A 6"I R All 4 ED K/",I V- ITIIII-C, APPLY TOT.LD. 42.0 PSF SEON 153998 S N I I ORAI I VIA 0 ED "C U A 5,A, ON P -et0R%IDt-- I L ATEI AC"1A C OF THE SS AND. UNLESS P I Fill W 11 E L CAT IS IG ED 'ICIA1, F I ANY INSPFCTT OF PLATES F [OWED By ( ) SHALL B E PER ANNE X I TELL ID 0 1 1 Alpme Engineerc�Pmducts,Inc. P,"I INGIONTES ACCFPTAOCF Of PROFFISIONAL ENGINEERING REASPOO'IBILITY SOLELY FOR THE T RUSS COME ONENT DUR.FAC. 1.25 FROM MKB 'G C N 5 N' 950 m d PC q onv D IGN ILICHN THE SUIIA IIIIY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Haim City,FL 33�4 BUIL D I NO DESIGNER PER ANSIB/TPI I SEC. 2. r SPACING 24.0 JREF 1SWP235Z22 L FL certificate ofAuthorization#567 1 IHi�) UWU VKtFAKLU IKLM LUMPUlLK INPUI �LUAU�, 6 UlMtN�,IUN�) IUbP1i1jLu 13Y KIJ��' MTK. (684128-LENDRY HOMES/DUVAL COUNTY L122 OCEANWALK - HJ13 D45) Top chord 2x4 SP #2 120 mph wind, 21.64 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP ff2 Located anywhere in roof, CAT 11, EXP B, wind TC DL�4.0 psf, Webs 2x4 SP #3 wind BC DL=3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Hipjack supports 7-0-0 setback jacks with no webs. CHORD SPACING(IN OC) START(FT) END(FT) TC 75 -1.93 9.90 Deflection meets L1240 live and L/180 total load. BC 114 0.15 9.90 R-214 U-203 23-5-7 1.5 X 4 3 9-15 4.24 F__ R-438 U-180 — 19-11-0 5 X 4 2X4(Al) L'-1-10-10 9-10-13 Over 3 Supports R-448 U-255 W-4.95' Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(l.25) /5(2) 7.2 2.11 2ZOMr'r"' n,%,*,v -*WARNING**TIOIIII RE01111 IXIIIEC CARL IN 1.RIIAT..N. HAN.II�G. IDIIPINC. INSTALLING AND R"I.NG. 5 - ..-46 OTY 3 FL/-/4/-/E/-/- Scale =.5"/Ft. RICER TO B 1 03 (BUItOING COM PONENT IAIIT Y I IIIR"ITIINI;1IIU11'II111NC1 IIl '11111AIIA'11. I%TI�TUII ........ TC LL 20.0 PSF REF R235-- 10813 D PER D 200. MA TR R I N % I N I U"E 0 - W 1 53'I') 'W I W" I"' I, ' 'M'OF 1 6 D E P I D DR. DIS N AM L�'183' % Y I EST I MADISON, WI 5371 TO IA I I PRATT I III PRIOR 1 0 PIRF.R M'N G " TO NIT.F)NI. UNIT I I OTHERWISE IN ICATED, TC DL 7.0 PSF DATE 04/26/06 TR P CHER D SHALL HAVE ED OP I RLY ATTACHED STRUCTURAL P ANELS AND BOTTOM CHORD SHALL L HAVE A PROPERLY A�TTACHED RIGID CEILING. -* % BC DL 5.0 PSF DRW HCUSR235 06116149 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ING IRIDIITS. III SHAII MET BE RESPONSIBLE FOR ANY DEVIATION IR PM THIS RESIGN: ANI 1A.LDRI TO ED ED IHI BC LL 1 0.0 PSF HC-E NG MNM/DLJ ALPINE 'R USS IN'EN'ORMAN C, W,T H I P, OR CAR R"A IM G, FLA NO I IN G' I ITT P PING- F N I FALL I NG 8 RA"I NG THUS I E I S S I AD IONS 5 N 10 1 SP . Y P N, HE I IGN CONFOR M WE IH AP I L I I E PROV IS OF NO ( A I N A DESIG N IT a AF&PA� AN D TPI ALPLI Y TOT LD 42.0 TO N I TOR PEA I FS ARE MAD E P F 20/18/16GA (W.H/S/K) AS TM A 6 53 G BAD( 40/Go I W K/D.I GAILY. STEEL. A P PSF SEQN- 153961 PLNTES TO EACH FA I E OF T RD I I AND, ON I ESS OTHERWISE 1 0 CA I ED 0 N THIS D'S IG N POSITION PER DRAWINGS 160A 0— %100 A I ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 Of TO I I 2EE02 SEC.3. A SEAT ON TO I I Alpine E*Ineoered Pmducts,Inc. NT DUR.FAC. 1.25 FROM MKB 95 RA . ...C"'S "TA '01 %1OIE S'ICNAL IN ING REIR.NII%LjLY.NS.1FE1_1 IP,�'SDINTRLII C.MP..H1 Muiey Wye ODIS'IG'M IN N IH"COITA"CIEI A S H I TH'��IGI..`P%ENT P A NY U D G L 5 TO, PO S 1 8 ILITY Of TO, Haines City,FL 33844 OIL I NG OESIGNER PERSANS1811PITY] IE0,TF?E Apr 2 SPACING 24.0 JREF- 1SWP235Z22 I H I�, UWU PKL PAK LD F RUM EUMPU i tK tNFU I �LUAU� 6 U I MtN�,I UN�) �UBM I I I LU BY I KU�,� ME K (68412B-LENDRY HOMES/DUVAL COUNTY -- L122 OCEANWALK - HJ14 D45) Top chord 2x4 SP #2 120 mph wind, 21.64 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 Located anywhere in roof, CAT IT, EXP B, wind TC DL-4.0 psf, Webs 2x4 SP #3 wind BC DL=3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: The following trusses need concentrated loads at the end of CHORD SPACING(IN OC) START(FT) END(FT) their overhangs'. 5-0-0 span/setback member on the 1 9-8 cant TC 75 1.93 9.90 side requires 84 lbs and the 5-0-0 span/setback member on the BC 75 0.00 9.90 1-9-8 cant side requires 84 lbs. Sub-fascia beam assumptions: 6-4 13 sub-fascia beam on the Hipjack supports 7-0-0 setback jacks with 1 9-8 cantilever one 1-9-8 cantilever side. 6-4 13 sub-fascia beam on the 1-9-8 face; 1-9-8 cantilever opposite face. cantilever side. Deflection meets L1240 live and L/180 total load. R-154 U-180 23-5-7 4.24 3 X 4 1_0 1 5 X 4 111 3-9-15 R-62 U�180 2X4(Al) 3 X 3 3X4—= L-1-10-10 2-6-6 9-10-13 Over 3 Supports >1 R-673 U-459 W-4.95' Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) /5(2) 7.2 2.11 n QTY:1 FL/-/4/-/E/-/- Scale -.5"/Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSIAIIING AND BRAIING_ C -% 10814 REFER TO 1 51 OF THIRD FEE'UNINT 1X11T' I RIBI04ATIO11. FURIIIHID By IPI ITNUSI PLATE INSTIT U T C L L 20.0 PSF REF R235 ONO, L.DR. , �,L , T ( U TR , N", , HE A , I III IDD U AN AME I . 6100 INTERIKI4"' D' R B - MA I'M' B 9 D W CA B0 CUB U ND H R W, E I L 04/26/06 MADISON. BE 5371 ) FOR SAFETY PRAC I TCk 5 OR OR T ENFUR NO III IF F NITION T IN NBIIATID. —TC D L 7.0 PSF DATE 9 1 0 P M' E U S 0 S S To P CHORD SHALL HAIE PROOF R LY A I TA CITED STRUCTURAL PANELS AN D BOTTOM CHORD SHALL HAVE A P ROPERIE Y ATTACKED N 235 06116150 RIGID CEILING B C D L 5.0 PSF DRW HCUSR —IMPORTANT—FuRmESH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACIOR_ ALPINE ENGINEERED HALL BUT BE RE1P.N1IBL UII�GN: ANY FAILURE I. OIL. THE ALPINE PRODUCTS. N E BE H " R ' ' I Any U'V'FD7 THEM IS N , C, BC LL 1 0.0 PSF HC-ENG MNM/DLJ TRUSS I.CDNIOREA C I 1 0 LAND IXTING. HANDIING. SHIHII G. NSTAL ING , B A NG OF TRUSSES. J DESIG N ...F 11"I NIIR APILII�IIFI 111111101S 11 "DI NA1IUNA1 PISTON S111. BY AF&PA) AND 7PI. ALPINE CO NN E CTO R P L A", ARE OHAD E "F ,C 1 8 T6 GA ,W.H/,/K I A'I M A,5 1 G R ABE ,0"' ,W. IlHiE��IAII. IT111.,S APPL Y R1 TOT L.D. 42.0 PSF SEON 153964 PIAIIS 10 EACH FACE F T R USS AND, UNLESS OTHER.1 S I I U C ATE 0 0 N THIS DESIGN. POS N P,R D R A W I N 111A Z — IN, "IFECT:11,11 PL�ILEI,11,1 ED BY " ALI 111PA�1N1XR AIBII��111'1"111'IUICI AD1EA1 N I B IS 1.25 MK B D.W�N G IN D CA E " AN ' I I, It, , 5 C OB N (0 Alpine Engineered Products,Inc. S _1-1 IECUFIS.'�HAI E" N MS Y F OR THE I PONL I DUR.FAC FROM 1950 Marley Drive OTSION SH 0 W N- THAT SUIT A B ILIOTY AND USE OF THINSGCOMPON'EGNT FHPR ANY BUILDING 15 THE RESCONSTH'ItIT Y Of I B E Haines City,FL 3384 BUILDING DESIGNER PEP ANS I/TP I I SEC 2 Apr SPACING 2 4.0 JREF- 1SWP235Z22 L_FL Catificate ofAuthofinfion#567 _ , 1111�1 UWU FKLVARLU THUM -UMT`UttK iNFUI (LUAU�5 & UIMLN�IUN�) �,UHMIIItU bY iEEU�,� MfK� (68412B-LENDRY HOMES/DUVAL COUNTY - L122 OCEANWALK CJ15 3R 4L) Top chord 2x4 SP #? 120 mph wind, 21.16 ft mean hyt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC OL-4.0 psf, wind 6C OL-3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(rT) END(FT) Deflection meets L/240 live and L/180 total load. 1C 75 -1.40 5.04 BC 59 0.15 5.04 6 F R-120 U-180 22-5-15 2-10-6 R=76 U-180 2X4(Al) Lc-1-4-0 LE 5-0-7 Over 3 Supports R=313 U-180 W-3.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) /5(2) 7.2 2.112 2_A&O_um_m '*WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. QTY FL/-/4/-/E/-/- Scale 5 /Ft R�FERFNO B CST 1 03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED By FRI (TRUSS PLATE INSTITUTE 583 TC LL 20.0 PSF REF R235-- 10815 ON 1 10 OR. 'CO. MADISON ' 13111, AND WTCA (WOOD TRUSS COUNCILNOF AMERICA' 6300 ENTE EUP R I�E P" N T R OR I I F C LIFE BN�U N 1.11"B;'l S"ETY PRA FIG.HESERMUN.T.0 ALI III ON IF �T'CE OTHERWISE INDICATLEN' TC DL 7.0 PSF DATE 04/26/06 M AV, OR Y I S 0 0 PC F M 5 U S' 0 I OR C HO AL H 0 RE ATTACHED STRUCTURAL PANELS IN 80TT C 0 0 SHALL HAVE A VNOPERLV ATTACHED RICE CEILING. N B C D L 5.0 PSF DRW HCUSR235 06116138 —IMPORTANT—FURNISH A copy or THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E NG INEERE PRODUCTS. INC SHALL NOT BE RESPONSIBL E OR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUT L D THE BC LL 10.0 PSF HC-ENG MNM/DLJ 1 5 1 C M E WE I IC IN N IN ALPINE R FABFR AT I IISIAIT 146 A IRII G OF TRUSSES. ( AT 0 ....... , ", N 'P�"G OF PL I - "' " %1'IGH 6 1 A) �D At PINE ID I 1 0110 IN, TO P 0 ON US OF .1 S F G N C ON' N M I .I R " 'CARL, "OV 51 S OF N N F NAIL I IRE CONNECTOR PLATES ARE MADE OF 20/18/16C.A (W.H/S/K) ASTM A653 GRADE 40/60 (W, k/.jS�01A11- 11111- , APPIY TOT L.D. 42.0 PSF SEON- 153967 S F C I HIS I I TOO. 11AII-1 TO EACH LAC Of TRUSS AID. LNL"S.'WE'RE ' D A ED ON I HIS GN. IDS T N FIR .-. NG� IEO-1. N, EN""T IT " 'T C A ON IT OF ILA S OWED BY 11) 1 A 1, R I P IR ANNE X A' F A S I I I ........ Al CE I USS OW'D 1 0 pme Eng,,,ieeed Products,Inc. ARAWING IND;C"ATES AC PT'��NCI of PROFLSSIO�Z ENGINFERING RFSPOONSIOILIITY002SOtS"�LY3fOR THE R C N[Nr FROM MKB , , ey — DESION SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE DUR FAC. 1.25 Hamm City,"�3384 BOILDING DESIGNER PER ANSI/TPI I SEC. 7. Apr SPACING 2 4.0 JREF ISWP235 FL Catif,,H,of Athorization#567 Z22 I H I� L)VIb PKLVAKLU 1-HUM CUMFU I tR I NPU I tL(JAL)�> & U I MLN��it)N�) bUBM I I It IT bY I HUZ,�, MF K (68412B-LENDRY HOMES/DUVAL COUNTY - L122 OCEANWALK CJ16 IR) Top chord 2x4 SP #2 120 mph wind, 21.16 ft mean hqt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 not located within 4.50 ft from roof edge, CAT 11, EXP B, wind Webs 2x4 SP #3 TC DL=4.0 psf, wind BC OL-- 3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/240 live and L/180 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 75 -1.40 5.04 BC 60 0.00 5.04 6 F- R---14 U�180 22 5-15 1.5X4 III 2-10-6 R--24 U-180 —L—*19-11-0 2X4(Al) I x III Le-1-4-0 1-9-8 5-0-7 Over 3 Supports R�519 U=180 W�3.5" Design Crit: TPI-2002(STD) /FBC PET TYP. Wave Cq/RT-1.25(1.25)/5(2) 7.2 2.112 2,j9@0""!ft%h, QTY:1 FL/-/4/-/E/-/- Scale =.5"/Ft. A*WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDt ING. SHIPPING, INSTALLING AND BRACING. REF R235-- 10816 R FIER TOOBCS1 1 03 (BUIIDING COMPONE TIT SAFE TV I NFORMAT�011) P"LS"" ' I 'TRU11 PLAT' INSTITUTE, IRI T C L L 20.0 PSF D*ONOF11 DR.. 111IT' 2'0- 1ADI SET N I S 71 1 AN U W T CA [� TRUSS C U N'IL'PF AM I CA. I53DO ENTERPRISE LET. MADE'. R T,F I FOR SAC , RA�TWCES3PR'OR TO ER XM01ONG I R ESE FUUICT...O. 'ti'lE SS 0 T IT ERWI5 L IND I CATER. P 1 9 P EL No a TTOM N S PR T C D L 7.0 PSF DATE 04/26/06 P NIID N 5 A 0 S OPE TV % To CHO 'HALL "AVE PROPEELY ATTACHED STRU'CTURALPPA' CHORD HALL HAVE A R ATTACHED RIGID CEIL IN G. No. —IMPORTANT—TURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI FERED B C D L 5.0 PSF DRW HCUSR235 06116139 I PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BIT ED THE P 5 1 C RM C W1 I --< LL 10.0 PSF HC-ENG MNM/DLJ ALPINE I HIS ' PREP AN' " " ; D 'AD'11-INI, HANDIING. 11011RIN�. EJCII�IIIIXG I BRACING Of TRUSSES. as D I'IGN C ON To R M I .I T H AP RE I C I L E PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AVAPA) AND FRI. ALPINE E CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) ASIM A653 GRADE 11/11 11� K/",I�PIALl- IT11 L A 11 Y TOT.L D 42.0 PSF SEQN- 153973 L FES I CA N I I I %A 10,1%�H CA Of TRU�SI,AND. RE" -THE T'D P-' I N ER DRAWINGS L6P.AIZ OR% L U I%A L' I III ANNE. Al .�F 1111'2002 SFC— A S E AL ON TH INS, I ITS , R A I OF LA I I I DUR FAC. 1.25 RAWL E CE N RE PONSIBEtIT, SO E� THE I USS, Alpme Enoneered Products,Inc. D NG EIRDICAT A PTF F FDPROFESII.�N'�Ll EBOINEERING S I` FOR R 'CEPON ENT FROM MKB 1950 ESIGN S C A C H 0 S SPONS H M3d I D SHOWN. THE SUITAB I I Y AND USE F THI COMPONENT FOR ANY BUILDING IS THE RE IBILIII OF I I 111M CI,,711D"31W BUILDING DES16NER PER ANSI J�PITJ STC Z. SPACING 24.0" JREF- 1SWP235 Z22 Hl� JWU FKL1`AIRtLJ TKUM LtJMF'UILK INPUT kLUAU�, & UIMLN�>IUN�) �UbMAIILV tSY IKU��' MtK. (68412B-LENDRY HOMES/DUVAL COUNTY -- L122 OCEANWALK - CJ17 3R 4L) Top chord 2x4 SP #2 120 mph wind, 20.66 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.0 psf, wind 8C DL=3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L1240 live and L/180 total load. IC 60 -1.40 3.04 BC 35 0.15 3.04 21-5-15 R-62 U�180 T+ 1 10-6 R=39 U�180 2X4(Al) L-1-4-0-3-J 13-0-7 Over 3 Supports, R=237 U-180 W-3.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(l.25) /5(2) 7.22.112LObew"wa -/4/-/E/-/- Scale �.5"/Ft- QJY 7 FL/ -WARN ING**I BUSSES REDO IRE EXTREME CARE IN FABR I CAT ION, HANDLING. SHIPPING, INSTAL(ING AND BRACING. 10817 E' I'B CST 1 03 (BUIIDING COMPONENT SAFE]Y INFORMAT�ON). PUBLISHED B Y TPI TEND SS PLATE INSTITU TE 183 TC LL 20.0 PSF REF R235 RE 1 110. MA OF SO N- W 1 5"19) 4 S, 1111 C U "EN C . LN' D N()FI1.MN.. S I A _ N FIE F I A 6300 ENTERPRI;E MA DISON. WE 5371 FOR 5 A',I, P 1A C I I FES 11.0 1 0 PIRFBBMING I HE 11 ,UM C I ON' ON',S,OTHERWISE INDICATED. TC DL 7.0 PSF DATE 041 26/06 I OR CHORD SHALL HAVE PROPERLY ATTACHED STRUCTORA PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTA CITE 0 RIGID CEILING. N BC DL 5.0 PSF DRW HCUSR235 06116140 **IMPORTANT**FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED RODU - SHAI%NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUIiD THE HC-ENG MNM/DLJ ALPINE PT NO SSCTfN COINFORMA XCE f F rPf: OR FABRICATING. HANDIING. SHIPPING. INSTALLING & BRACING OF TRUSSES. TATE OF BC LL 10.0 PSF D IGN CON FORM S WE I H A P PLICABLE PROVISIONS 11 NOS INATIO.1 P111 N 11EC. By AF.PAI AN. III. ALPINE C NNECTOR E S ARE HAD E OF 2 '1 '1 6G A , . /" A'I "G,AGE 40/60 (W. k/H,S) GALV. ITT" Alply TOT L D. 42.0 PSF SEQN- 153970 B P'A' E OF AD 0 8 1 SS W H X)S "A6 N I I VO TIP PC SIT I % P N ATES TO EACH FA C 1 11 AND. LINE OTHER W I E I OCA T ED 0 TH S DES ON. SI N I DRAWINGS 160A Z. ORmt Alpme EnglneoeTediprodUCtS'InC. A I INSPEI I N.1 PLAT11 FOLLOWED By 'I) 1HAI I BE PER ANNEX A3 OfS TP IT 2OG? IELC.3 SEACLOONOTHNITI 195 M ON AWING IND;CATES ACCEPTANCE Of PROFESSIONAL CNGI ACERING RFSPO N 161, 1, W L L'F OR THE TARR" M' BE DUR. AC. 1.25 FROM MKB ey,Dn- R 11ION SIIN� IIII 111ITIBIL111 AID USE OF THIS C.MPONFNT FOR ANY BUILDING IS THE RESPONSIBIt.ITY �1 THE Haines City,, 33844 BUILDING DESIGNER PER ANSI/TPT I SLC� 2. A SPACING 24.0 JREF- ISWP235 L�FL Catificate ofAuthorization 4 567 Z22 (684126 LENDRY HOMES/DUVAL COUNTY -- L122 OCEANWALK CJ18 IR) I IT I�, UWU FKLI`AKtL) KUM �,UMVU ILK IN FU I (L UAL)t, & LE I MtW,I UN!S) SUbm I I I LU OF I KU�'S mEI Top chord 2x4 SP #2 120 mph wind, 20.66 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 Located anywhere in roof, CAT 11, EXP B, wind IC DL=4.0 psf, Webs 2x4 SP #3 wind 6C 01-�3.0 psf. Deflection meets L/240 live and L/180 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) ENO(FT) TC 59 -1.01 3.36 BC 34 0.51 3.36 Shim all supports to solid bearing. 2X5 III R=-40 U-180 T 21-5-15 1 10-6 F1 u R��-40 U-180 19-11-0 R�113 U�180 2 X4(Al) n -3-4 X 19 1. x III �--4-4-7 Over 4 Supports R-342 U�232 W-3.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(l.25)/5(2) 7.2 2.112 OTY:1 FL/-/4/-/E/-/- Scale �.5"/Ft. —WARNING—TRUSSES RIOIIRI 1�111141 CAPE IN FABRICATION. AN.11RC. 114.111114E. F!41TAITIIN�AND RIAC.NG� REFER To B CST 1 03 (BUT LDING COMPONEN I SAFETY INFORMATION). POBI]SEED By TPI (T RUSS PLATE ""'TOTE. 583 TC L L 20.0 PSF REF R235-- 10818 0.0 N OF R 1 0 DR.. SO ITE ... ".OF SON. W 1 53 71 9) AM D W I CA (WE CD IRUSS COUNCIL OF AMC I C A- fi 3 ED EN IF R IR I" LN. MADISON, WE S371') 1.1 'AFETI PRACTICES PRIOR 1 0 DFRIORNING TH'S, F U R'T.CN 5. U I E S I OTHERNT11 L NDICATED, TC DL 7.0 PSF DATE 04/26/06 TOP CHO 1 0 SHALL HAVE PH 0 HE R I Y ATTACHED STRUCTUR�L P ANELS AN C BOTTOM CHORD SHALL HAVE A PROPERLY A I T ACHED RIGID C11I.NG. N9. **111PORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 5.0 PSF DRW HcuSR235 06116141 ALPINE EN G INEER ED PRODUCTS. SHALL NOT BE RESP ONSIB`E NY IAT 10N FROM THIS DES�GNZ ANY FAILURF TO 8 U I ED I HE -ENG MNM/DLJ THUS S I C INC NCE WE TPI IN OF P" SC LL 1 0.0 PSF HC ALPINE " 0"'REA TH ; OR FAFRORICATIRG"I A I BE G' ' P '. 11111FILIFUl I 11AIING OF TRUSSES. D I CO.FOR M I R�TFEI A111'CAR"I PROVI S IONS OF NDS I NA I I ON AL DE-11D N 11EC. By A"PA A N D TPI. ALPINE F — C ON RECTOR PLATES ARE MADE Of 20/18/16CA (W,H/S/K) ASTM A653 GRADE 4 0/6 0 (R� '/H'S G TV 'TF" APPLY % TOT.LD. 42.0 PSF SEON- 95614 REV PLATES TO CA C H FA" THUS' N I ESS OTHFRWISF I C TFU I N THIS D SIGN. POS ITO"PER DIARItIls.160A Z. INSPEC 10 Alpine Engineered Products,Inc. ANY TICNTDFS PL'AL11 BY 11) SHALL BE ICRG�ANNF. A� OF T11"I -.1 SECT SEAC NERHII ...000t CRANE IN A A EP THU OFF, 1950 Marley Drive NG 0 E CC FARCE U f PROFESSIONAL ENGINEERING RESPONSfBILIIY SOLELY FOR THE S Y ENT DUR.FAC. I.25 =FROM MK8 0" IF SHO N THE HIT"LET A. "' E' THIS COMPONENT FOR ANY BUILDING IS THL RESPONSIBILIT OF THE H"B"Cil'L "=#567 R.II!GFEG.141�INIR IIISINIIJTPITY� 1. SPACING 24.0 JREF- 1SWP235Z22 L_ FL lerfiliwe IFFEA... Apr 1111�, UWb VKtFAHIEU IKUM E.UMPU1tK INPUT (LUAU� 6, UIMHTN�IUNS) �UbMjjjtU bY tKu�� MFK, (684128-LENORY HOMES/DUVAL COUNTY -- L/22 OCEANWALK - CJ19 3R 3L) Top chord 2x4 SP #2 120 mph wind, 20.16 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Bot chord 2x4 SP #2 Located anywhere in roof, CAT 11, EXP B, wind TC DL�-4.0 psf, IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: wind BC DL=3.0 psf. CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/240 live and L/180 total load. TC 33 -1.40 1.04 BC 11 0.15 1.04 6 R--32 U=180 O—L+20-5-15 R- 4 U-180 19-11-0 2X4(Al) 1-4-0 1-0-7 Over 3 Su po,ts r =�1[ R�203 U�180 W�3.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(l.25) /5(2) 7.2 2.112 Lof_Po",",,%,W ft, OTY 4/-/E/-/- Scale �.5"/Ft. **WARNING"TRUSSES REOUIRE ExrREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTA[LING AND BRACING- REF R235-- 10819 R EFER To BCS[ 1 03 (6UILU1 IT G CO PONENT SAFETY fNFORMAtION), PUBLISHED BY ICE (TRUSS PLATE INS ..... TC LL' 20.0 PSF M FR 0 DR.. SUITE 200. M AD I " I )BARD 111A 11111 T1111S 1111111 OF AMERICA. 6300 EN11 7 1 R �T'l T PC RF DR T IT N OTHERWISE I MADISON WE 53719) FOR SAFE PRA ' I PRID NDICATED. C DL 7.0 PSF DATE 04/26/06 "FiD SHALL HAVE PROPERTY ATTACFUEDSSINCCIRRA, P A N 1L'S"A%D B R IT.M'CCERD"1HALL"H'A'V'E A PROPERLY ATTACHED THE ID CEILING. ' DL P SF BIG, Nt. 2 PS C L 5.0 PSF DRW HCUSR235 06116142 —IMPORTANT—FuRNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE I NGIREER Ar P S SMALL NOT BE RESPO OR ANY IFYIATI THIS ANY FAILURE TO BUILD THE F -ENG E WE I NS)BLE C A IN RA ON IN X )-0 HC ALPINE PTRODt1FCT1N'C0"1FORNA1C IN TO 0 FA�H T G WFROMHI P NDFS�G"HIT�ALL G ON AT I NO 01 IFUR SSES. LL 1 0.0 P SF MNM/DLJ R... N DR R S I P A', IC . . .RC� ' 'I NO, - ""' ' ' P ''E�. , A, AND I rE F P S G TO M W I L A I IS LOIS 0 F NATE 0 MAL 0 ISIG N 11 a IPA AT CONNECTOR P A ES A E MAOF OF OfI811 A TH. /S/K) ASTM 653 'RADE 40/6 0 (W. K/W.S� C.11' �ICEIL APPL'N' OT LD. 42.0 PSF SEON- 153979 ? 06 " S A ' 0 �IG F A "t T L A 0 E N R DR W N' % 0 A ND. , POSITION PC A , A Z U ES�0 HERWI LOC TED N THIS 1 0 PLAT TO E'CH FACR OF TRUSS 16 RVOt AANY INSPECTION OF P CATES FOLL WED BY (I) SIT A LL BE PER A MEX A 3 OF TP11 200? SEC 3. A SEA L H IF T PIS DUR FAC. 1.25 FROM MKB I me Engineered Products,Inc. DRAWING INDICATES ACCFPTANCEOUF PROFESSIONAL FNGINFFRI�G RESPONSIBILITY SOLFILY FOR THE TRUSS C CM,.N "I 1950 Marley Dim N , I T DISIGN SEC— THF SUITABIIITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILIT Of IT, LHaines City.FL 33844 BUILDING.1SjGNFN PER ANSI�', I SEC. 2� A r SPACING 24.0 JREF- ISWP235 __jLL-R1-1e.1A.t1.n-,uTn1 11, p Z22 (68412B-LENDRY HOMES/DUVAL COUNTY - L122 OCEANWALK - CJ20 IR IL) IN I�5 UXIEX FKLFAKtU ERUM UUMPU ILK INFO I (LLJAU�, & ILL I MtNb ION �UIJM A I I IJ by I Ru�� PIER Top chord 2x4 SP #2 120 mph wind, 20.16 ft mean hgt, ASCE 7 0?, PART. ENC. bldg, Bot chord 2x4 SP #2 Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.0 psf, IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: wind BC DL-3.0 psf. CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/240 live and L/180 total load. TC 32 -1.33 1.04 BC 10 0.18 1.04 6 R�89 U-180 0 ?0-5 15 R�13 U-180 19-11-0 R�101 U�180 2X4(A 1) 19-3-4 2-4 7 Over 3 Supports Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(l.25) /5(2) 7.2 2.112 2_Qj*wuxft_ QTY FL/-/4/-/E/-/- Scale =.5"/Ft. —WARNING—'BUSSES 1111H11 11111141 CARL IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. 10820 PEE . ..... I " 'BU"O'NO COMPONENT 'A'"' -NI.RWAIIIII U1111"ID 5' 111 ""'S P.... ...1111ITI I 8N. . ..... I G LL 20.0 PSF REF R235 I I L;I F-CM 0 FN..DR.. S.111 '00' MADISON, W. IXIF AND R 'A No 'R US IUNIF I I, AM1111A. O30E IN TER OR F PACT ON, W1 53719) FOR AFIII PRACTICES PRIOR T 1 1.1 14�THESE ED F"FX NIL'S TO ERWISE INDICATED, S 0 P R M' N 5 U PR E L, TIC DL 7.0 PSF DATE 04126106 TOP C HORD STAI IF HAVE PROPERLY ATTACHED STRUCTURAL RARE[S AND BOTTOM CHORD SHALL HAVE A OR R ATTACHED RIGID CEILING. B C DL 5.0 PSF DRW UCUSR235 06116145 �'j IMPORTANT—fURNISH A COPY OF THIS DESIGN TO THE INSTAILATION CONTRACTOR. ALPINE ENGINfER PRO UCIS. INC. SHAIL NOT BE RkSPDNSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE In 8 a 11 0 TO -ENG R ALPINE BC LL 10.0 PSF HC MNM/DLJ 7 US SMIN CONFORMANCE WITH IPT OR Fl��IIATIIG�,"1"1,1,111,,"SHIPPiNG, IBST�Att'PING 1.1111C TRUSSES. CC F 'JIM OR IC 6 OV 1 , S I, L I , A 'ING OF DESIG N ORMI A L A I I RE IS ONS 0 ND A I A D GN PEC A n I ALPINE T E OF CO N N F CTER P TALES A RE ADI, OF ?0/18/16 C A (R H/S/X) ASIM A 6 S 3 GRACE AP/60 (W� I/M.SI 0 A I V ')EEL APPLY .% TOT.L D 42.0 PSF SEQN- 153984 OF TE� To FA R HER 1 15 R I , F6CA 1. MA C" FACE OFETRFISS AND. ON t FSS I W ISE LOC A TED IN H T IGN, POSITION OF U AW N G ALI ine Engineered Products,Inc. A INSPECTL OF PEA S FOLLOWED BY (1) SIT IF E PER ANNEX A,U TP I 1U.1 SEC , A SIAL ON THIS R1 ON T A 6 F I JOUS, 0 DUR.FAC. 1.25 FROM MKB DRAWING INDICATES AC UPTANCE OF PROFESSIONAL ENGINEERING RIFSPONSIBILI T Y SOLELY FOR TUE C WICNENI 1950 Marley Drive CUITABILITY AND USE OF THIS COMPONENT fOR ANY I , IT, DESIGN —HN, III .111LOING 15 THE RESPOMSJBIL 1 .1 THE A SPACING 24.0 JREF- 1SWP235Z22 Hlb CWU I'HtFAKLU KUM CUMH`UitK INPUT (LVALJ�, & IJIMLN�,iUN�� 'UbMIIILU by IxUS�' MIR. (Copy-ASCE 7-98 DETAILS GABLE) 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 PSF. 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 0.1,-B'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. (8) (2) 2X4 SP #3 'L' BRACES. ATTACH EACH WITH 0.128"X3' NAILS @ 3- OC. IN + FOR VERTICAL WEBS LESS THAN 4'0": WlX4 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 A 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" OUTLOOKERS WITH 2'0" OVERHANG (DROP HEEL GABLE) SPACED 24" D.C., OR THE LOAD FROM 12" PLYWOOD OVERHANG (NOMINAL HEEL GABLE). STUD SPACING / BRACING TABLE: IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO DESIGN THE ROOF 2X6 AND CEILING DIAPHRAGMS AND SPECIFY CONNECTIONS TO TRANSFER ALL OUT-OF-PLANE 2X4 SP #3 DEFLEC- (1) 2X4 (2) 2X4 (1) 2X6 (2) LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. 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' 81 0. 24" L/180 ----- 3' 4' 5' 7" 6' 3' ill 01 ++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION 16" L/360 ----- 3'11" 5' 3' 7110" 9111" PERPENDICULAR TO SUPPORTS. 16" L/180 ----- 4' 9' 7' 4' 9' 6' Ill 0" 12" L/360 ----- 4' 7' 6' 1- 8111" ill 0" 12" L/180 ----- 5'11" S' 5" ill 0" ill 0" R1 NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES OVERHANG DETAIL ++ REFER TO TABLE FOR WITH 2-160 NAILS AT EACH END. BRACING REQUIREMENTS. R1 NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS LADDER W1 WITH TWO ROWS OF 16D NAILS 8" D.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. R3: REVISED DIAPHRAGM R2: REVISED FOR ASCE 7-02. DETAIL: 140GC DLJ 09/30/2005 OLJ 02127120OG RI REV 2-5-02 JWC PLT TYP. Wave TPI-95 Design Crit: TPI-1995(STD) HI/-/l/-/-/R/- Scale =.375"/Ft. -AWARNING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDL I NG, SHIPPING, INSTALLING AND I'll REF RO01-- 0 REFER TO BCSI 1 03 (BIT I LOT NG COMPONE NT SAT E I Y I NF ORMAT I ON). RUBE I SHED BY TP I (TRUSS PIE ATE I NS I I TU . 18, TC LL 30.0 PSF CA (1111 TRUSS 1IOUH4111 C' AMERICA. 6300 INTL 15 IN 0 ONOFRIC 0E.;'1Q'1I1.111A'1A1I 1 "9 IPA"I ITO I, . W 1 9 1 R S ELY "'�T'IE" D'P 1 0 P FOR M I NG THESE FUNCTIONS. UNLESS OT14ERWISE NOICATED. TC DL 7.0 PSF DATE 03127102 MADISON. 1 5 PRA I S E TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY TTACHEI, RIGID CVILING� No. 1 % BC DL 10.0 PSF DRW HCUSRODI 02086015 **IMPORTANT**FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE ED PRODUCTS. INC- "'III NOT BE 111P.N1.HL1 TOR ANY .11.ATION FROM IT.1 Q11;DN A.Y,'A�LUEI TO BUILD I -ENG DLJ/DLJ ,NO IN , N, U, CE W, H I I " " 'IN , IN U, IN , " I BC LL 0.0 PSF HC ALPINE 0 0 AN I P OR BN A G. CA OF 6. S PP G. N LATE G 8RAC NG OF TRUSSES. SS F DEST GN CONFOR S WITH APPLICABLE PROVISIONS OF NOS INATIONAL DESIGN SPEC. BY AF&PA) AND TPI ALP SWE2 OF 0 7.0 PSF SE CONN E CTOR PLATE S ARE MADE Of 20/18/16GA (W.H/%/K) ASTM A653 GRACE 40/60 (W. K/Hj%) GALV_ STEEL. APPLE Y *'�' A t. .1 TOT L.D. 4 ON- 24860 PLATFS I&CA C H FAC r D F IN U S S AND. UNE ESS OTHERW IS C 1 0 C ATED 0 N IN I S DES I GN. TO S TION PER DRAWING' TO- "'%40R%1D All IIEIT�01'01 1FA'TF1'I1IIONID'8l'CS1S IIALI'11,111 AINI."A'1.01 TPI� A 11A1 ON THIS , W;I Al ine Engineered Products,Inc. D A N G IN 0 CA IS Q I A N'E 0, RD _I ON A, Nb NILE�N G N SIBL T1...ICSELI OR TO, ID,5 ,ONIDNENT DUR.FAC. 1.33 1950 Marley Etive C-JCN SDO N TO, SUIT BIT I Y A USE C' "I'_M'O'H%I OR ANY SUI1DIN1 is IRC "SPOKSIBItIll OF III, HainesCity,FL 3384 'eU'ILDING DESIGNtR PER ANSI/TPIVI S%Et"'. 1. 01VA1. SPACING 24.0" JREF- ISV3001 R03 L_ FLCertificateofAuthorization#567 I