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Permit 1474 Marshview Ct (vault) q 0*1 PERMIT WORKSHEET Certificate of Occupancy C. Job Address: Type Work: C7 n1-Fw -Si�::tZ Property Owner: Phone # Z14Cc, 3 '7G,17 Contractor: Phone # f' 7 )��` ZLI(.c 3-7q 7 Permit#: Date Issued: 12-. 15 .03 Building Inspections: Footing ., Slab -) u c Tie Beam Lintel Nailing / Sheathing Framing / Cover Up -i4q o4 Insulation Final Building Tree Permit# YES NO Electrical Permit# Date/ Copy to JEA Temp, Pole Permit# Date/Copy to JEA Temp. Power Letter Received: <YES NO Inspections: Rough Electric til -q ,CLIReleased to JEA Temp. Power It a ©t/ Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit# p — 3309 Inspections: Rough --ix).c�4 Final c� Plumbing Permit# G-3-- d-7A49 i Inspections: Rough / Underslab I-Is-os Topout �LEZ Water/Sewer Final C,-03 -"V-7 33 0 Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing /Sheathing Final Fire Inspection: Failed Inspections: Date Paid: Date Paid: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5810 PLEASE MAKE COPIES OF THE BUILDING PLANS FOR THE FOLLOWING: Name: 2-zr", Address: 9 -rn U ;kAJ C?t. Phone: Pages: �.Q,C-2-' cm a C� ►.�. -t.� o c c_Ivy (! Q CwLe— 1-�a 1r�c Q.,r, e cam,►. Jc.� n,c -�, 4 . to c&ry'\-C-C-� Sep, 28, 2004 9 :58AM BESTCON, Inc. No -8460 P - 2 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B.No,3067-0077 e NATIONAL FLOOD INSURANCE PROGRAM Expires ELEVATION CERTIFICATE Important Read the instructions on a es 1 -7, SECTION A-PROPERTY OWNER INFORMATION For Insurance Company Ilse; •Anthon Jose .h & Steffanie Jo Mormino Number �UtWING STRat ADDRESS(Indudm9 App,Unit,Suft,endlor t�ldg.No.)OR P.O.ROUTE AND 80X NO, Company NAIL Plumber 44ty144anta`iIc BheaVcih (: LIE DESCRIPTION(Lot Numbers,Tax r,Legal oesa"w.etc.) Let 23 Hidden Paradise NG (e.g..R enlist,Additlort, .ebC. ®e mento area, neoossary,) residential tATITUM LONGirUDE( ) HORIZONTAL DATUM,: ype)- ( tt4tr'°-W-SO.S r or NAD 1927 1,--I NAD 1963 .,�(USGS Clued Map t_(OtMer " SECTION e-FLOOD INSURANCE RATE MAP(FIRM)INFOMATION e1 � tachXMOBERB2, UNTYNAME Duval B 3.STATE F Llanac Be0j$1 84,MAP AND PMEI. 85.SUFF Bti 1 7. FA—NM88.FLOOD 89.BASE FL000 ELEVATION NUMBER :DATE EFFECTiVE/REVISED DATE ZONES) (Zone AO,use depe,of floodin(S) 9) 120075-0001 D 4/17/$9 . 4/17/89 AE 6r 810,Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. I_i FIS'Profile I LI FIRM i_(Community Determined i_1 Other(Describe): 811.Indicate the elevation datum used for the BFE in 99:ILI NGVD 1929 1--I NAVD 1988 I_i Other(Describe): _ 812.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? i_I Yes IX-I No Designation Date! SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1.Willing elevations are based on: I_ICorlstruction Drawings' I_,,,IBuilding Under Construction' ' 'I.$iFinished Construction •A new Elevation Certificate will be required when construction of the building is complete. C2.Building Diagram Number_,j,-_(Select the building diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. if no diagram accurately represents the building,provide a sketch or photograph.) C3.Elevations--Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,ARIA,ARAE,ARlA1-A30,AR/AH,AR(AQ Complete Items C3,a-I below according to the building diagram specified in Item C2.State the datum used.If the,datum is different from the daturri used for the BFE in Section 8,convert the datum to that used for the BFE,Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. Datum _ Comrersion/Comments Elevation reference mark used (see c Omme n t:s Drees the elevation reference mark used appear on the FIRM? I—I Yes ISI No 0 a)Top of bottom floor(including basement or enclosure) -_� 8.-6—ft-(m) PSM 4487 7/6/(44 . 0 b)'Top of next higher floor +/-' -1 R•_fL(m) O c)Bottom of lowest horizontal structural member(V zones only) _ n I,a_ft.(m) O d)Attached garage(top of slab) 7._3 tt(m) O e)Lowest elevation of machinery and/or equipment w " servicing the building(Describe in a Comments area,) 7,. 1 ft.(rn) g 0 f)Lowest adjacent(finished)giode(LACI) 5..-S fL(m) z�, O g)Highest adjacent(finished)grade(HAG) O h)No.of permanent openings(flobd vents)within 1 it above adjpcent grade A O 1)Total area of all permanent openings(flood vents)in C3.h n✓a sq.in.(sq.cm) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to-be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the Information In Sections A,A and C on this certificate represents my best efforts to Interpret the data available. i understand that anglaise statement"a bepunisheble b Nne or#n risonmenf under 18 U.S.Code,Section 1001. CERTIFIEWSPAR Jose A. Hill. Jr- LICENSE 4487 7rTLEProfessional Surveyor & M322Hr WMPANY NAME Cl arson g, 5_ 1643 aldo Avenue Jacksonville 1ITFF��oo 07 SIGNATURE DA July •6, 2004 T N 0439fi-262 Or-L1A F^ov"A7, I It nA ARF A0VFRAC CrnF FAA r..r1NTIM IATIr1N RFpt ArFA At t pRFVirlr I.4 rnmAMA :,Sep•28, 2004 9:58AM BESTCON, Inc, No -8460 P . 3 IMPORTANT: In these spaces,cop t(te cofrrsponding information from Section A' For Iraurmroe�lMny Use: 1�o STREET ADDRESS(Inducting ApL.Unit;Suite,wWw Bldg.No.)O P.O.RgU1T-_ANI)BOX NO. Follow Number 1 74 Marsh View Court �A t 1 a n t i c Beach FTA.�TE ZIP CODE Cpnpeny NMC Number 12233 SECTION D•SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(ColmigED) Copy both sides of this EI®vatlon CoMmte for(1)communtty offldal,(2)insurance agentloompany,and(3)building owner, COMMENTS Reference Bench Mirk is X—cut pm ngrrhefist top flangP hall- nn fire hydrant at intersection of Jastttiae Street &__Levy )toad. _ Elevation 12.93 (NGV Datum) Item C3.e)top Of. concrete slab for air conditionCX, t_IChwkhere U ani SECTION E•BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For zone AO and,Zone A(without B.FE),complete Items E1.through 135; If the Elevation Cortificals k intended for use as supporting information for a LOMA or LOMB-F.Section C must be completed. E1.Bullding Diagram Number (Soled the building diagram most srmtlar to the bulding for which itis certificate Is baing completed- see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) E2.The top of the bottom floor(including basement or enclosure)of the building is J`i_J(L(m)(___I_1 In.(cm)J_.J above or j^J below (check one)the highest adjacent grade. (Use natural grade,If avallable,) E3.For Budding Diagrams 64 with openings(see page 7),the need higher floor or elevated floor(elevation b)of the building Is J_i_j it.(m)J-_—Jin,(cm)above the highest adjacent grade. Complete Items C3•h and C3.1 on front of Ian. E4.The top of the platform of machinery and/or equipment servicing the building is .1_(_._i R.(m)LJ_)In.(cm)J_j above or 1-1 below (check one)the highest adjacent grade. (Use natural grade,If available.) E5.For Tone AO only. if no flood depth number is available,is the top of the bottom floor elevated In accordance with the community's floodpldh management ordinance?IJ Yes_ L—(No LJ Unknown. The local official must certify this Information In Seatlon G. SECTION F•PROPERTY OWNER(OR OWNER'S REPRESENTATIVES CERTIFICATION The property owner or owner's authorized representative who completes ections A,S.C atoms C3.h and C3.1 only),and E for Zone A . (without a FEMA-Issued or community-issued BFE)or Zone AO must sign here. The statements In Sections A,S,C.and E are correct to the bast of my knowlodge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS IJ Check here A attachments SECTION G•COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,8,C(or E),and G of this Elevation Cerlifimte. Complete the applicable Nems)and sign below. 01.j_J The Infdrmtion In Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer,or architect who Is authorized by slate or bcat law to certify elevation Information. (Indicate the source and date of the - elevation data M the Commerits area below.) 02.j_,j A Ommunity official completed Section E for a building located In Tone A(without a FEMA-Issued or comm inhy4asued BFE)or Zone AO. G3.U The following information atoms 04.011)Is provided roe community floodplain management purposes. ta4 PERMIT NUMBER 7[7.__1;0_"RlWIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7,This permit has been Issued for. J_.I New Construction t—I Substantial Improvement 'Gil.Eaevatkfn of as buUt IOW68t floor anduding basement)of the building Is: _R (m) Datum: GO.BFE or(in Zits AO)depth of flooding at the building site Is: ._ft.(m) Datum: LIJCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE-' DATE COMMENTS ILJ Greek Hale If Mt@*mrrts FEMA'Form 81-3t,January 2Q03 Replaces all previous editions Seu.28, 2004 9:HAM BESTCK Inc. No.9460 P- 4 MAP SHOWING BOUNDARY SURVEY OF LOT 23 AS SHOWN ON M" OF HIDDEN PARADISE AS RECORDED B4 PLAT BOOK$4,PAGES 97 THROUGH 979 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR. DES9TCON. INC BEARING REFERENCE: BEARING SHOW ON RICHT OF-WAY LINE HEREON IS THE SAME AS SHOW ON THE ABOVE MENTIONED PLAT. ELEVATIONS SHOW THUS 8.62 AND REFER 70 NATIONAL GEODETIC VERTICAL DATUM. MARSH VIEW COURT (50' R/W) 501'11'11"E 200.00' 50.00' los' 1!DR e Y2 ST As1odP FRAUE OVELLING VO .� W Z, P474 2� 1p 1E"EAVES o . 'J0 W p" &� FIN FL Fl(CLL o GARAGE tv+n a f7.2a)I a 0) Gs�i g 7:4• •� z4' 41O F C4 (j " N ; N F tn F Q LOT 23 =° Q hoar i Nm71•n•w 89.00_ r M _ � � H � Z Q Fr UPLAND SFFMR b 0 .�.� 4. low rn .rl/ vo'w �✓ Q 3 O G 0ei C .*50• APPRaV� ED(� OF MARSH UNE ROAIMA TE W NOT A TITLE PRO pBgn �ON OF MARSH LINE SHOW HEREON IS IN ACCORDANCE WITHOFFROCEDURES SPE NATURA. RE$O R�AN CHAPTER SAND Not D . ULES OF TFfE DEPARTMENTOF STATE OF F MARSHES OF THE 'N7-RACOASTAL LORIDA. WATEF'WA Y FlNAL SURVEY: 7-6-2004 NOTE: FOUND ALL. IRONS FOUI"IDAWON SURVEY: 2--2e-2004 NOTE: FOUND ALL IRONS I NEPJC7WY THAT THIS SURVEY. PERFORMED UNDER NY RESPONSIBLE DIRECTION MEETS THE LEGEND: . E MI MINIMUM ICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE tMTN CHAPTER 67G17-6, FLORIDA � fVutlD COF1LwETi MST ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT • 1/2'trolwD MwN L51704 THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT'PROPERTY EXCEPT AS SHOWN. 0t �'SET Ohn-La 1701 B.W.L. RESTRF"ON UNE W R � CENTRAL ANGLE NOTE: THE LOT SURVEYED HEREON APPEM4S TO LIE wo#N FL000 Wit" AND ASMA7M INC. t ARC tLNCTN BONES "ALV AS SCALED FROM THE FL000 WMANCF RATE 1847 NAM AVE,.JACKSONNU.F.FL., 32207 ON CIIm NAPS,COMMAFITY PANEL. NQ 120075-0001D..DATED 4-17-89. P.G P*Nr CF CLIRVAnM P.T. POINT aF T P.RG PANT OF R CURy� P.C.G POINT OF f:OMPOIN/D QIR1E SURVEYED NOVEMBER 10 2003. P.C.Cl -�* r SCALE: T" >• 30' a.v. aFTtaAt Raoaos WEENIE RCP RE8f10RCE'0 CONCRETE PIPE REGSTERED S RVFMR No.4407.FLORIDA IFL Fke ELEAlt a FIELD BOOK 677 PAGE 73 JOSE A. HILL, JR. SURVEY Nor YAm IMT110UT EMBOSSED SURVEYOR'S SEAL. Sep- 28. 2004 9 :56AM BESTCON, lnc- No -8458 P - 1 4400 Marsh Landing Blvd, Ste.'6 Ponte Vedra Beach, FL 32092 Phone: 904 246-3747 SESTCON Homes , Pax: 904 246-7126 To: FM= F03CDa�tse �7 [� as lnciudin Cover Sheet Ra A M Thanks HAVE A GREAT DAY! PAGE 1 Date: 11/07/2003 MANNING BUILDING SUPPLY LOG # : C0813F TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JOHN FERGUSON Pitch: /12 Customer: BESTCON HOMES Job Name: PLAN 2681 Address : 1484 LOURAL WAY Address : LOT 23 HIDDEN PARADISE ATLANTIC BEACH 32233 Designer: LR - --- - - - -- -- --- - - - -- - - -- - - - -- - - - -- - -- -- - - - -- - - ---- - -- - -- -- -- - -- - ---- ---- - - --- -- Left I Right Qtyi Span I O.H. I O.H. I Description RAISED SE 711918-1 0' 0' In 2 1 19'0"8 10- 101 I F2 311310--8 101 1 0' I F3 511313-18 101 1 0' I F4 1120' 12 ' 10' IF5 2- PLY 7120' 12' 10' ( F6 1119'11"8 10' 10' IF7 2- PLY 113.9111-8 10- 101 I F8 1115'10"8 10' 10' IF9 2 15'10"8 10' 10' IF10 5115'10-8 10' 10' IF11 4 1 16'1"8 101 101 I F12 3 13 - 9-8 10' 10' I F13 1 1 19'74'8 10 ', 10' '1 KWl 111313"8 10' 10' 1KW2 I I I I - I ** Beams ** 2116 IBM1 GPLAM 16-- 2 6"2 14 1 1 I BM2 GPLAM 16-- 2110 6"2110 1 I BM3 GPLAM 16" 2110 1 IBM4 GPLAM 16" 2110 1 1 IBM5 GPLAM 16" I I I 1 - I I I I ** Hardware Floor ** 2211 1 1 ITHA422 SY42 Hanger 31A I I IHUS26 1-ply Truss Hanger 11W I I IHGUS412* 2-ply GPLam Hanger ---- - - -- - - - -- - - --- - - -- -- - -- -- - -- - ---- -- - -- - --- - -- -- - - - -- --- -- - - - -- - ----- - ---- ? 46 - Trusses 26 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks 10 - # of Beams 0 - # of Rim Board ---- - - -- -- --- - - - -- - - - 46 - Total Trusses MANNING BUILDING SUPPLY Larry Ruckel 7 Nov 2003 10:45 am 11155 Philips Prky Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : C0813.FBD BESTCON LOT 23 HIDDEN PARADISE Mark# : BM1 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 12.0", 565 psi LJ 7.5", 565 psi 7.5", 565 psi 8'...10„ � 5,..-5,. 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. 15'3" 19'8"S.C.- 2 Uniform(plf) 100 0 100% 0 0'0" 15'3" 3 Concentrated(I bs) 1692 1209 125% 0 TO 3/4" 4 Partial(plf) 485 346 125% 0 8-0" 13-9" 5 Concentrated(lbs) 4987 3562 125% 0 14'10" 6 Partial(plf) 200 143 125% 0 0'0" 7-0- 7 Span Canied(psf) 42 30 125% 0 0'0" 15'3" 10'0"s.c.(Slope:8.0/12) - Uniform(plf) 15 0 0 0 15'3" Self Weight 'Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 3 Max R'n 4255 13245 7604 Min R'n 1249 4578 1531 DL R'n 1461 4578 2170 Min Brg(in.) 2.15 6.70 3.85 [Based on bearing stress below] Brg Str(psi) 565 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 5075 1 8'6" 71 13300 125% 0.38 M(ft-lbs) 9164 1 81101, 71 44445 125%_ _.0,21 LtRn(lbs) 4255 0 0101, 72 23730 100% 0.18 See Note#5 RtRn(lbs) 7604 0 15'3" 73 14831 100% 0.51 See Note#5 IntRn(lbs) 13245 0 81101. 71 14831 100% 0.89 See Note#5 LLDefl(in.) 0.05 1 4-6- 72 0.29 U2299 TLDefl(in.) 0.07 1 4-6" 72 0.44 U1557 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 Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. 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. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP,change to expanded printout. MANNING BUILDING SUPPLY Larry Ruckel 7 Nov 2003 10:46 am 11155 Philips Prky Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : C0813.FBD BESTCON LOT 23 HIDDEN PARADISE Mark# : BM2 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL = L/240 Composite Action : No 3.5", 565 psi U 3.5", 565 psi LOADS Project Design Loads:Floor:Live=40 psf,Dead=15 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, 3-10" 6 7"s.c.- Uniform(plf) 15 0 0 0 T10" 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 375 375 Min R'n 122 122 DL R'n 122 122 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 86 1 1'6" 21 10640 100% 0.01 M(ft-lbs) 359 1 11111, 21 35556 100% 0.01 LtRn(lbs) 375 0 0101, 21 6921 100% 0.05 See Note#5 RtRn(lbs) 375 0 3'10" 21 6921 100% 0.05 See Note#5 LLDefl(in.) 0.00 1 I'll'. 21 0.13 1_161770 TLDefl(in.) 0.00 1 1'11" 21 0.19 U41689 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 Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. 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. 6.Bearing length based on design material,support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP,change to expanded printout. MANNING BUILDING SUPPLY Larry Ruckel 7 Nov 2003 10:49 am 11155 Philips Prky Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : C0813.FBD BESTCON LOT 23 HIDDEN PARADISE Mark# : BM3 ow Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L1240 Composite Action : No 3.5", 565 psi 3.5", 565 psi . ..__.._.._ ..__....._.. ._..___.__ .._......___.... .._... ...... ......._9'-2'r LOADS Project Design Loads:Floor. Live=40 psf, Dead=15 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% 0 010.1 9-2- 16'0"s.c.- 2 Concentrated(lbs) 375 273 100% 0 2'8" Uniform(plf) 15 0 0 0 9'2" 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 2349 2193 Min R'n 689 647 DL R'n 689 647 Min Brg(in.) 1.50 1.50 (Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 1677 1 0'2" 21 10640 100% 0.16 M#t-lbs) 5275 1 4'7" 21 35556 100% 0.15 LtRn(lbs) 2349 0 0101, 21 6921 100% 0.34 See Note#5 RtRn(lbs) 2193 0 9'2" 21 6921 100% 0.32 See Note#5 LLDefl(in.) 0.03 1 4-7- 21 0.31 U3610 TLDefl(in.) 0.04 1 4'7" 21 0.46 Li2549 so 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 Engineered Lumber Technical Services. 4.Design valid for dry use only. op 5. 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. 6.Bearing length based on design material,support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product aew+ application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces, 2'from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP,change to expanded printout. MANNING BUILDING SUPPLY Larry Ruckel 7 Nov 2003 10:54 am 11155 Philips Prky Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : C0813.FBD BESTCON LOT 23 HIDDEN PARADISE Mark# : BM4 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 _.._........ 9.-0" LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 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, 6-0" 4'0"s.c.- 2 Concentrated(lbs) 182 132 100% 0 1-4" 3 Concentrated(lbs) 492 358 100% 0 3-4- 4 '4"4 Concentrated(I bs) 492 358 100% 0 5'4" 5 Concentrated(lbs) 873 635 100% 0 7'4" Uniform(plf) 15 0 0 0 910.1 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 1333 1498 Min R'n 411 456 DL R'n 411 456 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 1460 1 8'10" 21 10640 100% 0.14 M(ft4bs) 3623 1 5-4" 21 35556 100% 0.10 LtRn(lbs) 1333 0 0101, 21 6921 100% 0.19 See Note#5 RtRn(lbs) 1498 0 9101, 21 6921 100% 0.22 See Note#5 LLDefl(in.) 0.02 1 4'6" 21 0.30 U5427 TLDefl(in.) 0.03 1 4'6" 21 0.45 U3785 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 Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. 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. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12 For explanation of GROUP change to expanded printout MANNING BUILDING SUPPLY Larry Ruckel 7 Nov 2003 10:56 am 11155 Philips Prky Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : C0813.FBD BESTCON LOT 23 HIDDEN PARADISE Mark# : BM5 wo 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 i 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 4,0 1 Span Carded(psf) 55 40 100% 0 0101. 9191. 13'0"s.c.- 2 Span Carried(psf) 42 30 125% 0 010. 9191, 10'0"s.c.(Slope:8.0/12) - 3 Uniform(plf) 125 0 100% 0 010" 9'9" 4 Span Carried(psf) 42 30 125% 0 0.0. 9'9" 7'0"s.c.- Uniform(plf) 15 0 0 0 919.1 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 4225 4225 Min R'n 1714 1714 DL R'n 1714 1714 Min Brg(in.) 2.14 2.14 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 2943 1 9'7' 71 13300 125% 0.22 M(ft-lbs) 10299 1 4'10" 71 44445 125% 0.23 LtRn(lbs) 4225 0 010.1 71 6921 100% 0.61 See Note#5 RtRn(ibs) 4225 0 919.1 71 6921 100% 0.61 See Note#5 LLDefl(in.) 0.05 1 4' 10" 71 0.32 U2136 TLDefl(in.) 0.09 1 4'10" 71 0.49 U1269 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 Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. 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. No 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12 For explanation of GROUP change to expanded printout PRODUCTS HARDWARE SCHEDULE 7/9/03 2003 REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES A HUS26 47 2565 3205 1550 (14)16d (6)16d TRUSS B HUS28 47 3585 3700 2000 (22)16d (8)16d TRUSS C HGUS28-2 103 6805 7925 3220 (36)16d (12)16d TRUSS 2 Ply Truss D HGUS28-3 103 6805 7925 3220 (36)16d (12)16d TRUSS 3 Ply Truss E SUL/R 26 63 800 1000 765 (6)16d (6)10dx1.5 TRUSS Skewed 45' F SUL/R 210 63 1330 1660 1250 (10)16d (10)10dx1.5 TRUSS Skewed 45' G LSSU210 60 1110 1390 875 (10)10d (7)10dx1.5 TRUSS Sloped-varies G LSSU210 60 995 1 1145 785 (9)10d (7)10dx1.5 TRUSS Skewed-varies H THJA26 110 2680 3265 960 (20)16d (6)HJ(4)EJ 10dx1.5 TRUSS Hip Jack&End Jack I THA422 62 3630 4145 1550 (22)16d (6)16d SYS 42 J THAC422 62 3630 4145 1550 (22)16d (6)16d SYS 42 Inverted Flange K THA422 UR 62 1416 1675 310 (16)10d (3)10dx1.5 SYS 42 Skewed 45' L SUUR 410 63 1860 2330 1275 (14)16d (6)16d SYS 42 Skewed 45' M LSSU410 60 2430 3035 1150 (18)16d 12)10dx1.5 SYS 42 Sloped-varies M LSSU410 60 1625 1625 1150 (14)16d (12)10dx1.5 SYS 42 Skewed-varies om N IUT312 69 1110 1390 245 (10)16d (2)10dx1.5 I-JOIST Face Mount 2.5" 0 HU312-2 70 2145 2680 1085 (16)16d (6)1 Od I-JOIST 2 Ply Face Mount P IUT412 70 1110 1390 255 (10)10d (2)10dx1.5 1-JOIST Face Mount 3.5" ;d Q MIT316 83 2400 - - 616d (2)10dx1.5 I-JOIST To Mount 2.5" R SUUR 310 63 1860 2330 765 (14)16d (6)10dx1.5 I-JOIST Skewed 45' S SUUR 314 63 2395 2500 1150 (18)16d (8)10dx1.5 I-JOIST Skewed 45' T LSSUH310 60 2295 2295 1150 18)16d (12)10dx1.5 I-JOIST Sloped-varies T LSSUH310 60 1600 1600 1150 (14)16d (12)10dx1.5 I-JOIST Skewed-varies U HU11 71 2950 3685 865 (22)16d 6)10dx1.5 1 PLY LVL Min. Load U jHU11 71 4020 4405 1440 30)16d (1010dx1.5 1 PLY LVL Max. Load . V HGUS48 103 6805 7925 3220 (36)16d (12)16d 2 PLY LVL W HGUS412 103 9155 9155 4055 (56)16d 20)16d 2 PLY LVL X HGUS412 L 103+149 5035 5035 2028 56)16d (20)16d 2 PLY LVL Skewed 45' Lf X HGUS412 R 103+149 5035 5035 2028 56)16d 20)16d 2 PLY LVL Skewed 45' Rt Y HUC412 71 2950 3685 1810 (22)16d (10)10d 2 PLY LVL Inverted Flange Z HGUS5.50/12 72 9155 9155 4055 (56}16d (20)16d 3 PLY LVL ZZ HGUS7.25/12 72 9835 9835 4055 (56)16d (20)16d 4 PLY LVL UL1 H16S 134 - - 1470 10)10d x 1.5 (2)10dx1.5 Tie Down Short UL2 H16 134 - - 1470 10)10d x 1.5 (2)10dx1.5 Tie Down Lon UL3 H16-2 134 - - 1470 (10)10d x 1.5 2)10dx1.5 Tie Down 2 Ply Truss UL4 MTS12 131 - - 1000 (7)10d (7)10d Tie Down Twist Strap 12" UL5 HTS20 131 - - 1450 (12)10d (12)10d Tie Down Twist Strap 20" UL6 MSTA36 127 1495 2135 see Left (13)10d (13)1 Od Tie Down Flat Strap 36" UL7 MGT 122+136 - 3965 Threaded Rod or (22)10d Tie Down or Add UL8 UL8 PHD5 20 - - 14 SDS1/4x3 Add UL7 Tie Down Add UL7 UL8 IPH05 20 - 4685 Threaded Rod Tie Down TSB2-24 1151 (4)10dx1.5 Brace Truss Spacer �-—7' - -�---7' --}----- —26' }- 20' -�- 10 ---I KW1 1. DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT m I I 3. NO BRCKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER w F1 4. APPROVED BY �- 4' -j=-' 15' APPROVAL DATE: DEL. DATE m BM2MF2 m mLL 8M4 BM3 !� s■: � f■ ATTENTION •*�:f■+• -_ m BUILDER IS RESPONSIBLE TO INFORM ALL SUBCONTRACTORS AND FRAMERS NOT TO CUT, DRILL OR NOTCH SYS42 TRUSSES OR BERMS. BUILDER WILL BE RESPONSIBLE FOR REPAIRS, REPLACEMENT COSTS &/OR ENGINEERING FEES. NN F6 N 4 LL N co LL LL LL LL �y LUI ® 8-1-2 WALL KW2 ® 10-1-2 WALL �— 28' 32' -�- 10' ---� �— 70' MANNING BLDG . SUPPLIES JOB:CO813F BESTCON 11155 PHILLIPS PKWAY PH# 268-8225 LOC:LOT 23 HIDDEN PARADISE JAX. FLA. 32256 PLAN DESIGNER: LARRY RUCKEL E. t. V 9, . OO �: . . F a 'i �O _ , Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 (863)422-8685 Florida Engineering Certificate of Authorization Number:567 Page I of Document ID:1S7N151-Z1007110951 Truss Fabricator: Manning Building Supply Job Identification: C0813F-PLAN 2681 -- LOT 23 HIDDEN PARADISE Truss Count: 15 Model Code: Florida Building Code 2001 - Truss Criteria: ANSI/TPI-1995(STD);ANSI/TPI-1995(STD)/FLBC Engineering Software: Alpine Software,Version 19.633. Structural Engineer of Record: Address: Minimum Design Loads: Roof - N/A Floor - 42.0 PSF @ 1.00 Duration Wind - 120 MPH ASCE-98 -Closed - - Notes: ate 11/07/2003 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 1-1995 Section 2.2 James F:Cohins Jr. Florida License Number:52212 2. The seal date shown on the individual truss component drawings must 1950 Marley Drive match the seal date on this index sheet. Haines City,FL 33844 3. As shown on attached drawings; the drawing,number'' is preceded by: HCUSR151 No Standard Details Ref .....Description Drawing Date 1 37966--F1 03313062 11/07/03 2 379677-F2 03311063 11/07/03 3 37968--F3 03311064 11/07/03 4 37969-F4 03311065 11/07/03 5 37970--F5 2 PLY 03311067' 11/07/03 6A7971-46 03313066 11/07/03 7 37972--F7 2-,PLY 03311076 1.1/07/03 8 37973--F8 03311068 11/07/03 9 37974-,-F9 03311069 11/07/03 10 37975--F10 033110701 11/07/03 11 37976--F11 03311071' 11/07/03 12 37977--F12 03311072 11/07/03 13 37978--F13 03311073' 11/07/03 14 37979--KW1 03311074 11/07/03 15 37980--KW2 03311075 11/07/03 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (C0813F PLAN 2681 -- LOT 23 HIDDEN PARADISE F1) Top chord 4x2 SP #1 Dense See HIB-91 SECT 13.2 for additional bracing requirements. Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Max JT VERT DEFL: LL: 0.43" DL: 0.16" recommended camber 1/4" IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.29 1.54 Truss must be installed as shown with top chord up. BC 120 0.29 4.04 BC 120 1.54 5.37 HANGER= SIMPSON'S THA422 BC 120 4.04 7.75 FILL ALL NAIL HOLES. BC 120 5.37 8.21 BC 120 7.75 9.54 NOTE: BC 120 8.21 19.46 SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 5-6-4 '1 25.5"-+ 12-0-4 15" Typ. 5X5= 1.5X4(R) X5=1.5X4(R) = 3X5= 3X8= 4X4= 3X3= 3X3= 3X3= 3X5= 5X7= 1 0 8 1-4-0 1012 5X7= 5X5= 5X7111 2X5111 3X5= 3X3= 3X3= 3X5= 5X5= 2X4111 2X5111 5X5= 19-8-0 Over 2 Supports R=1069 W-3" R-1082 Coin �S•' iFic'•Ns PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 1 ;'�G� %V FL 3 R Scale "WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL A /� BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUS PLAT' 12 • TC LL 40.0 PSF REF R151-- 37966 INSTITUTE, 583 DNOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES OR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY 9 1 TC DL 10.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG EEREIt Tw � B C D L 5.0 P S F D R W HCUSR151 03311D62 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY PAI roD� 1/'1 F BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALL! • BRACING OF TRUSSESTHIS DESIGN COBC LL 0.0 PSF HC-ENG MNMDR A L P I N E . NFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D P. / SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM R�Mme. (W. K/HS, GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON T TOT.LD. 55.0 PSF SEQN- 30734 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATE FOLLOWED By (I) SHALL BE PE ANN E% A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL DUR.FAC. 1.00 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND i131nes r, 33 A USE "11 COMPj—T FOR ANY Ri11 DING IS THF PFSPONS RII ITV OF THF BUILDING D SIGNER, PER _ ' ,: TificateW, rimfio ANs =x EC. E. ; , , ..., 1l.. y 0V ._. ,INC :. JR l$7N Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMEN S?ONS) SUBMITTED BY TRUSS MFR. (C0813F-PLAN 2681 LOT 23 HIDDEN PARADISE F2) Top chord 4x2 SP #2 N See HIB 91 SECT 13.2 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 120 0.29 18.83 HANGER— SIMPSON'S THA422 Truss must be installed as shown with top chord up. FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 5-4-4 -� 24 + 11-8-4 —� 15" Typ. 3X5= 3X3= 3X3= 3X6= 3X3= 3X6= 3X3= 3X3= 3X5= T 1 4 0 1-4-0 +10-1-2 2X4111 3X5= 3X3= 1.5X4111 4X4111 3X3= 3X5= 3X3= 3X3= 2X4111 3X5= �E 12-10-4 ,1 19-0-8 Over 3 Supports R=658 R=1246 W-3.5" R=298 PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 1 91Aa FL 3 R - Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL C LL 40p-j .0 PSF REF R151-- 37967 BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUS PL A.�Ei' INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES OR O� Z 2. •. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY HEB TC DL 10.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENR E6 B C D L 5.0 P S F D R W HCUSR151 03311063 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA RE TS w NI L BRACITAL BUILDNGH OFT TRUSSESRUSSIN COT HOSNF RMO ESIGNICO NF WITH A P PL CAB LE P RO BE CAT G. HANDVISNON SS OF N USG(NATIO NAL D ,•� ALPINE BC LL 0.0 PSF HC ENG MNM/DR SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) AST (O��OP (W, K/HS) GALV, STEEL. APPLY PLATES TO EACH FACE OF 7RL1G5 AND UNLESS OTHERWISE l.00ATEO ON �` �-•�w� TOT.LD. 55.0 PSF SEQN 30724 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE a���� _`V — ANNEX A3 OF TEL 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONA `�r*A�.�,`'� DUR.FAC. 1.00 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESIGN SHOWN. THE SUITABILITY AND r* USE c "TS COMP NcuT 'OR AN'"aures t't FST n7NG IS Tu ocSPONS it lTv OF TH eU I1 D[NG D IGNER, PER t, =_�eti5cat .,.. ..,rizatio F, a A N S i .. .�:S E C. ,. „sv,.2 l - - :IN 4.0' JR 1S7 Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813F PLAN 2681 -- LOT 23 HIDDEN PARADISE F3) Top chord 4x2 SP #2 N See HIB-91 SECT 13.2 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Truss must be installed as shown with top chord up. BC 120 0.25 12.79 HANGER= SIMPSON'S THA422 Deflection meets L/360 live and L/240 total load. FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. �5-4-12 � 25.5" + 5-6-4 15" Typ., 1.5X4(R) 3X5= 3X3= 3X5= 3X6= 3X3= 3X5= 1 4 0 1�0 B +10-1 � � 2X4111 3X5= 3X3= 2X4111 4X4111 3X3= 3X5= 2X4111 13-0-8 Over 2 Supports R=717 R-705 W=3.5" 5f.COLI IFJ PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 3c� •• FL 3 R - Scale **WARNING* TRUSSESREQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTAL NO NQ TC LL 40.0 PSF REF R151-- 37968 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TR PLAA 2 INSTITUTE, 583 D'0N0FRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES IDR tO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY T TC DL 10.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E EER�D •i Q BC D L 5.0 P S F D R W HCUSR151 03311064 IN PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY F U00w A7AT ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTA L GD •• BC LL 0.0 PSF HC ENG MNM/DR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATION S! SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) A T •• 16 (W, K(HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED •••�•�• TOT.LD. 55.0 PSF SEQN 30732 DESIGN. POSITION PER DRAWINGS 160A-Z. ANV INSPECTION OF PLATES FOLLOWED 8Y (I) SHALL P • ANNE% A3 OF TPI 1 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS] AL /� DUR.FAC. 1.00 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A ( ",unes v Fr 33gQd USE F THIS COMP ENT FOR ANY 8UII-DING IS THE RFSPONSI [IITY OF THE 8UILDING DE IGNER. PER .z-ac..a. IIrICBIC - �iR ANSI ,...SEC. Icy 0 '^.^ ,�., izahon .�,,...: ... £ m,., I N G , I.0" ,,,:,>. ..;:, J R It, . s,.S 7 Nt, ....710 U.. .:.. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813F PLAN 2681 - LOT 23 HIDDEN PARADISE F4) Top chord 42 SP #2 N See HIB-91 SECT 13.2 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 120 0.25 13.04 Truss must be installed as shown with top chord up. 5-6-4 27" 5-6 4 15" Typ., 3X5= 1.5X4(R) 1.5X4(R) = 3X3= 3X6= 3X6= 3X3= 3X5= 1T07— 1-0-8 0-8 10 1 3X5= 3X3= 4X4111 4X4111 3X3= 3X5=- 2X4 III X5=2X4111 2X4111 13-3-8 Over 2 Supports j R-719 W=3" R-719 W=3.5" Sf. COLI �'•'••'�1F1C''••.!P PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 1 FL 3 R - Scale *;WARNING• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL D: BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRU PL 9' �.� •� TC LL 40.0 PSF REF R151-- 37969 INSTITUTE, 583 D'0NOFRIO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES IO Z / PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY CN CD TC DL 10.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E *RCD i B D L 5.0 P S F D R W HCUSR151 03311065 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FA URE f0 + p BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALL 9ONd UC LL 0.0 PSF HC-ENG MNM/DR AL P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL N SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20116GA (W,HS/K) AST • O�,A�•+`�{/ (W, K%HS) GAL V. STEEL. APPLY PLATES TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED ON x•11 TOT.LD. 55.0 PSF SEQN 30.730 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE •........ ..+• - - ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS ORA WIN INDICATES ACCEPTANCE OF PROFESSION ONALE� DUR.FAC. 1.00 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND ..acnes i Gr 33 ' USE t'T"1S COMP T FOR AN RUII DI NG IS THF PFSPONS iI ITV OF TH 811ILOING D IGNER. PER ..ex YIfiGBfC .vrjio ,r,vx ANS .;:, SEC. }yy to ;ING -4.0' JRA. 1S7N� Z10 t,_ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813F PLAN 2681 LOT 23 HIDDEN PARADISE F5 2 PLY) Top chord 2x4 SP #2 N :T2 2x4 SP #1 Dense: 2 COMPLETE TRUSSES REOUIRED Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W8 2x4 SP #2 N: NAILING SCHEDULE: (0.131x3.0-g_nails) TOP CHORD: 1 ROW @ 6" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 12" o.c. - (LUMBER DUR.FAC.=I.00 / PLATE DUR.FAC.=1.00) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at 2.16 to 54 PLF at 7.33 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS TC From 425 PLF at 7.33 to 425 PLF at 20.00 IN EACH ROW TO AVOID SPLITTING. BC From 4 PLF at -2.16 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 20.00 120 mph wind, 9.08 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: DL-3.5 psf, wind BC DL--2.5 psf. CHORD SPACING(IN OC) START(FT) END(FT) TC 24 4.00 20.00 Right end vertical not exposed to wind pressure. BC 86 0.29 20.00 Deflection meets L/360 live and L/240 total load. THE ARCHITECT OR ENGINEER OF RECORD SHALL EVALUATE AND APPROVE MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS'.) TRUSS ENGINEER IS NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. 5X8= 1.5X4111 3X8= 1.5X4111 5X7= 8 3-0 7 3-0 7 N��- W8 T2Z8 12 1.5X4111 5X8= 1.5X4111 5X12= 3X3111 3X5(Bl) L--2-0-0-J I 4-0-0 I 16-0-0 i 20-0-0 Over 2 Supports �I R=2491 U=1096 W=3.5" R=4009 U=1764 W=3.5" Sf.Cott PLT TYP. Wave TPI Des1 n Crit: TPI-1995 STD FLBC 191 : FL 3 R - Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INS TALLI ANA 12 TC LL 20.0 PSF REF R151-- 37970 BRACING. REf ER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUS PLATES L INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES P OR TO; PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY A TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN ER • $7� BC DL 5.0 P S F D R W HCUSR151 03311067 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY F L BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTA LI •�. i•• ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONBC LL 10.0 PSF HC-ENG MNM/DR SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) A TM 3 (W, K/85) 0ALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AHD UNLESS OTHERWISE LOCATED TH ����� TOT.LD. 42.0 PSF SEON 30744 DESIGN, POSITION PER DRAWINGS 16GA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL PER J��A ANNEX Al OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INOICATES ACCEPTANCE OF PROFESSI AL V n OUR FAC. 1.00 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A "aines F1 33 A USE F H15 COMP NFN1 FOR AN HUILOING I5 TNF RFSPONS ILITY OF TH BUILOING D IGNER, PER 10, �/�'3 IN 4.0 JR 1S7 Z10 IL''t;:..,..rtlltCBi AN ..rve.� SEC. .x .t .+:.,, ::. i< ,:.'. �,,;� "!.. .: ,. 'i,.:.., i^ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813F-PLAN 2681 - LOT 23 HIDDEN PARADISE - F6) Top chord 2x4 SP #2 N 120 mph wind, 9.22 ft mean hgt, ASCE 7 98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP #3 DL IHIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813F PLAN 2681 -- LOT 23 HIDDEN PARADISE F7 2- PLY) Top chord 2x4 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W2 2x4 SP #2 N: NAILING SCHEDULE: (0.131x3.0—g—nails) TOP CHORD: 1 ROW @ 5" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 12" o.c. - (LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.=1.00) WEBS : 1 ROW @ 4" o.c. TC From 425 PLF at 0.00 to 425 PLF at 7.21 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS TC From 225 PLF at 7.21 to 225 PLF at 7.29 IN EACH ROW TO AVOID SPLITTING. TC From 100 PLF at 7.29 to 100 PLF at 19.96 BC From 10 PLF at 0.00 to 10 PLF at 19.96 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TC 1385 LB Conc. Load at 7.21 CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.04 20.00 The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. Deflection meets L/360 live and L/240 total load. THE ARCHITECT OR ENGINEER OF RECORD SHALL EVALUATE Truss must be installed as shown with top chord up. AND APPROVE MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER IS NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. 5X7= 1.5X4111 3X5= 3X8= 1.5X4111 5X7= 3-4-0 W2 Iz 3-4-0 �}8-1-2 5X9= 3X5= 1.5X4111 5X9= r 3X3111 3X3111 19-11-8 Over 2 Supports ,1 R=3909 W=3" R=2025 W=3.5" IF 1 PLT TYP. Wave TPI Design Crit: TPI 1995 STD 1 V '4� ": FL 3 R Scale —.375"/Ft. —WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL G D • 9RACINSTING. REFER TOOHIB-91 D(HANDLING INSTALLING NNDWBRACING), ,PUBLISHEDDOR SAF EBY TPITY PRACTICES TOR 1. 12 ' TC LL 40.0 PSF REF R151 37972 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY TAC TC DL 10.0 PSF DATE 11/07/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN EERESI " BC DL 5.0 PSF DRW HCUSR151 03311076 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FA R TO A BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALL D� /'� "� BC LL 0.0 PSF HC-ENG MNM/DR A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL �•j SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) AST . n . (W. K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON �" C� TOT AD. 55.0 PSF SEON 30748 DESIGN. POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE •• y ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONA �Ai.E� DUR.FAC. 1.00 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND TT31neg } FT, 33g USE F THIS COMP FNT FOR ANY BUILDING IS HF RFSPONSI IIITV OF TH BUILDING DE tC,NFR. PER ,a* .atificate ization .z„ i, AN .:;, -;SEC. SOV .<. :.TNG ,., ,l.Q" ,s, JR ,.. S7N 10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (C0813F-PLAN 2681 LOT 23 HIDDEN PARADISE F8) Top chord 2x4 SP #2 N + 2X6 continuous strongback. See HIB 91 section 13.2.3.2. Bot chord 2x4 SP #2 N Webs 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 120 0.04 20.00 Truss must be installed as shown with top chord up. 3X6= 3X5= 1.5X4111 3X5= 3X6= U L--__j 3-4-0 1 LZ in, 3-4-0 8-1 2 3X6= 3X8= 3X6=- 1.5 X 4 111 X6=1.5X4111 1.5X4111 EZEE 19-11-8 Over 2 Supports R=1098 W=3" R=1098 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 19 t FL 3 R Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLI TC LL 40.0 PSF REF R151 37973 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BV TPI (TRUSS LA INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES P R T ' 1Q PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY A A D: TC DL 10.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • •� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN E ED, BC DL 5.0 P S F D R W HCUSR151 03311068 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OFVIATION FROM THIS DESIGN; ANY F IL E TOi BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAL 00 i STA BC LL 0.0 PSF HC-ENG MNM DR ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL I� f• / SPEC, BV AF PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) AST 5� .•/ORtOP�• (W. K/HS) G.ALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON L +`� TOT.LD. 55.0 PSF SEAN- 30751 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL 8E P • '��•�• V ANNEX Al OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL NA�E� DUR.FAC. 1.00 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND f "aine5 - Crl 33 A USE "'S COMP FOR AN 'ING IS HF R1SPONS ter Y OF TH R i'DING D CiGNFR, PER _ _ tificate sivitio ANS sEC. N IDV ;ING 4.0 JRA; 1571 Z10� ;. r � T w }- —7 7 26 ' -} 20' - AN � � m Ln 15 ' B M` 2 Ln BM4 BM3 0 N — r F6 N LL 11 rl co m 1 — LL L.L LL L- 28 ' -28 ' - -{- 32 ' 70' MANNING BLDG . SUPPLIES JOB = CO813F 11155 PHILLIPS PKWAY PH# 268-8225 LOC o LOT 23 JAX . FLA . 32256 PLAN DESIGNER : L + 10' - -{ KWl 1 . DO NOT CUT OR ALTER TRUSSES , UNLESS APPROVED BY TRUSS OFFICE 2 . VERIFY ALL SPANS AND AMOUNTS , AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3 . NO BACKCHARGES ALLOWED , UNLESS APPROVED F1 IN WRITING BY TRUSS PLANT MANAGER 4 . APPROVED BY APPROVAL DATE = DEL . DATE F2 coLn ATTENTION rn BUILDER IS RESPONSIBLE TO INFORM ALL I F3 SUBCONTRACTORS AND FRAMERS NOT TO CUT, DRILL OR NOTCH SYS42 TRUSSES OR BEAMS. BUILDER WILL BE RESPONSIBLE FOR REPAIRS, REPLACEMENT COSTS &/OR ENGINEERING FEES. F4 VYZXmfYM' 8-1 -2 WALL 2 KW2 10-1 -2 WALL -�- 10 ' -{ LJG ENGINEERING, 1NC. ,3,510 BROiNEN OAK RiDABLVD322'517 JACKSOiV"-Lc_ , FLOR10A 9754 Fl, CcR-r OF AOT}i0R1LATtON ' S�,p�,t�ai,^1ii�G itEVt��fltSPO�ON B E S T C D N APPROVED;A-S`MaTp-o A?PRO :cv d IDDEN PARADISE �RRY RUCKED s�-� -: t,�. s 76 shop drl%N t5 bnly d of ncept of ATTEN1'�P' R: ' n2 o+esign v0• r, yr th t. ated for con,orr'''n relieve the deleg the prole3`and da:a for any deviation engineer of respons� ,tyct the reruir.'.r encs of the c Torr®rrWsd men's rcr .;rorn responsitiiFay oir.•�,:,;�,. ;,-, the SilOp dr'VA613s. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813F-PLAN 2681 LOT 23 HIDDEN PARADISE F9) Top chord 2x4 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 2x4 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 2x4 SP #3 BC 75 0.04 12.10 BC 46 12.10 15.92 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3X3= 1.5X4 ill 3X5= 3X8= 1.5X4111 R=182 1 4 0 }10-1-2 1 T 3 4-0 3X3 3X3= �r 3-4 0 2-0-0 8-1-2 3X8= 3X5= 1.5X4111 1.5X4111 12-1-4 - 1 12-2-8 3-8-0 15-10-8 Over 3 Supports =j R=654 W=3" R=935 W=3.5" MFIC PLT TYP. Wave TPI Design Crit. TPI-1995(STD) 1 'q�•• FL 3 R Scale —.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALL G BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU PL rt C 1�1 TC LL 40.0 PSF REF R151 37974 INSTITUTE, 583 D-DNOFRIO DR., SUITE 200. MADISON, W[ 53719), FOR SAFETY PRACTICES IOR TO J 1 L / PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY T C TC DL 10,0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN EER ES B C D L 5.O P S F D R W HCUSR151 03311069 PRODUCTS, INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAI 6 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALL BC LL 0.0 PSF HC-ENG MNM/DR ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL �y +A SPEC, BY AF&PA) ANO TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W.HS/K) ASTM •,�• OR ., (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON S „�„ v� TOT.LD. 55.0 PSF SEON- 30754 DESIGN. POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE P s NAL E� ANNE A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL DUR.FAC. 1.00 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND -r USE T"'S COMP ^'T 'OR AN "'I"'ING I T G °FSPONS STI OF T —T'DING D tiFNFR, PER +:rnificat ._:_rizanoov, ANS ., sEC. .., „ :�. ,.__; �, ..�;: ,<k: t.,..,,;.;OV - 3 L--L: �IN 4.0._ :: �R ,. ;..1 S7 ti,,-r. FH IS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (C0813F-PLAN 2681 LOT 23 HIDDEN PARADISE Flo) Top chord 2x4 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 2x4 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 2x4 SP #3 BC 75 0.04 15.92 HANGER= SIMPSON'S HUS26 Deflection meets L/360 live and L/240 total load. FILL ALL NAIL HOLES. Truss must be installed as shown with top chord up. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 5X7= 3X3= 1.5X4111 3X3= 1.5X4111 3X6(R) 111 1-4-0 }10 1-2 3 4 0 5X7= 1.5X4111 rr 2-0-0 3 = 6 1 2 X8 1.5X4111 1.5X4111 (E 6-6-12 J 6-8-0 9-2-8 EEE 15-10-8 Over 3 Supports R=346 W=3" R=935 W-3.5" R=492 �S� Cott/,rtEFic'••,S PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 1 FL 3 R Scale =.375" Ft. sBRACRING. REFERUTOE HIB-9IIR(HANDLING INSTALLING ANDABRACING). PUBLISHEDIBYITPI IN(TR U PLA _ TC LL 40.0 PSF REF R151-- 37975 INSTITUTE, 503 D'ONOFRID DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES IOR = O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY D TC DL 10.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •� "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN NEER* BC DL 5.0 PSF DRW HCUSR151 03311070 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY F NOT4 TA BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAL G 0: • BC LL 0.0 PSF HC-ENG MNM DR AL P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL /O` � •• ` / SPEC, 8Y AFSPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF OF (W,HS/K) AST ` i !\1 (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON • ••.•••• � TOT AD. _5.5.0 PSF SEON- 30756 � DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE P fg�yAti E ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL OUR FAC 1.00 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE ' "IS COMP FOR AN *'DING IS Tu aFSPONS .1 ITY OF TH RAIDING 0 irNFR, PER "ones �T. 33 " �n - --< vficate ..,rizauo >.; A N s sec. ..;:;_ �x-.,.. , `..s:e_ I O V x, ,..,..., I N G >.O sA',.. J R�= I S 7 W_.. not t THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813F PLAN 2681 — LOT 23 HIDDEN PARADISE F11) Top chord 4x2 SP #2 N See HIB 91 SECT 13.2 for additional bracing requirements. But chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) HANGER= SIMPSON'S THA422 BC 120 0.29 15.67 FILL ALL NAIL HOLES. Deflection meets L/360 live and L/240 total load. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE Truss must be installed as shown with top chord up. LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 7 0-12 24" �� 6-9-12 15" Typ. 3X5-- 1 X5=1.5X4(R) = 3X5= 3X3= 3X3= 4X4111 3X3= 3X5= X6= 1-0-8 1T0 J 10 1 2 3X6= 3X3= 3X3= 3X6= 3X3= 3X6= 2X4111 2X4111 1.5X4111 15-10-8 Over 2 Supports R=860 W-3" R=873 /;� ��CUc!�J'PLT TYP. Wave TPI Desi n Crit: TPI 1995 STD 1 'Q•�•:s/ FL/ Scale BRACING RN G*REFERTRUSSES HIBE9IIRE EXTREME CARE IN(HANDLING INSTALLINGBANDABROACING)ANDPUBLISHEDI BYTPIIN'T AL(T RUL PL C TC LL 40.0 PSF REF R151 - 37976 INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFE Ty PRACTICES lOR 'tb PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE ]NDICATED, TOP CHORD SHALL HAVE PROPERLY T CH y TC DL 10.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM OR SHALL HAVE A PROPERLY ATTACHED RIGID CEILIN6. 1 7� _IMPORTANT*, FURNISH A COPY OF THI5 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN ERa BC DL 5.0 PSF O R W HCUSR151 03311071 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY Or VIATION FROM THIS DESIGN; ANY FA T4 T BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FgBRICATING, HANDLING, SHIPPING. INSTALL D� ' BC LL 0.0 PSE HC-ENG MNM/DR A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) AST (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON .� �.•�__N``�� TOT LD. 55.0 PSF SEON- 30758 DESIGN, POSIilON PER DRAWINGS 160A-Z. AN'! INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE `•_ ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL lQ�AL` DUR.FAC. 1.00 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND ( 7 -K.4."ain ANS F„TH`..55 COMP NFNT FOR, Ali,RIIILO[NG IS THF RESPONS ILITY OF TH BUILDING D SIGNER, PER .toy ,1 ••� ,,,IN 4 0' JR .e. ..._:157 ,, ..;,.Z10 __ THIS DWG PREPARED FROM COMPUIER INPU I (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813F PLAN 2681 -- LOT 23 HIDDEN PARADISE - F12) Top chord 4x2 SP #2 N See HIB 91 SECT 13.2 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 120 0.29 15.92 Truss must be installed as shown with top chord up. 7-0-12 + 24"� 7-0-12 15" Typ., 4X4= 1.5X4(R) 1.5X4(R) = 3X5= 3X3= 3X3= 3X3= 3X3= 3X5= 4X4= T 1-0-8 1 4 0-0-8 rf }10 1�-1l 5X5= 3X3= 3X3= 1.5X4111 3X3= 5X5=- 2 X 4 111 X5=2X4111 1.5X4111 3X3= 2X4111 LE 16-1-8 Over 2 Supports R=874 W=3" R-874 14-3" s Lt . CD... PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 19 R FL 3 R - Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL TC LL 40.0 PSF REF R151 37977 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TPUS PL % INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES OR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ACNE : TC DL 10.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN REq B C D L 5.O P S F D R W HCUSR151 03311072 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA RE D: I C ••q ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALL r BC LL D.O PSF HC ENG MNM/DR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL i SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM +� Rt (W, K/HS) CALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON �{ TOT.LD. 55.0 PSF SEON- 30760 DESIGN. POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE - ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND �,•Il L� OUR FAC 1.00 FROM LR 1 USE S COMP T FOR AN * ^ING II T1'1 AFSPONS *1 tTY OF THJ­111�1 D N6 tfNFR T", I D � PER �._. aures ANS EC. «ta ., ;INC -4.0 UR - 1571 - Z10 �§.�rtificat ..��nzan00 V THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813F PLAN 2681 LOT 23 HIDDEN PARADISE F13) 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 #3 BC 40 0.25 3.54 HANGER- SIMPSON'S THA422 Truss must be installed as shown with top chord up. FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 15" Typ•, 3X3= 1.5X4(R) = 3X3= 2X4111 TT 1 0 8 1 4-0-4 0 10-1 3X3= 3X5= 2X4111 s3-9-8 Over 2 Supports R-195 14-3.5" R=209 Cott PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 19 :' �1F/C• FL 3 R - Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INST ALLI TC LL 40.0 PSF REF R151-- 37978 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI IT RUS LA INSTITUTE, 583 D'0NOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES P R TO• O. Z STRUCCPERE 0 TURAL PANELS, BOTTOMMING THESE FU NCTION SCHORDUNLESHALLLHHAVESA PROPERLYDATTAACHEDORIIGIDRD SH ACEILING.ILL HAVE PROPERLY A ACH TC D L 10.0 P S F DATE 11/07/03 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG ED+ B C D L 5.0 P S F D R W HCUSR151 03311073 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIL E ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALL[ BC LL 0.0 PSF NC ENG MNM/DR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM •�•• L ��• (W, K/HS) GALV. STEEL. APPLY PL TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON •:OR1a..�G� TOT.LD. 55.0 PSF SEQN 30762 DESIGN, POSITION PER DP.AWINOS 16OA-Z. ANV INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE P ANNEX A3 OF TPI 1-2002 5EC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL /�INAL�� DUR.FAC. 1.00 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND uaines 'rte Ft, 33g Q USE F THIS COMPO ENT FOR ANY BUILDING IS THE RESPONSI ILITY OF TH BUILDING DE ER. PER _ ,".,,'-,,,'nes .;�ficate nation ANS I _ EQ ,� ,. 0 V I N G I.0 )R 10 S 7 N THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813F PLAN 2681 - LOT 23 HIDDEN PARADISE - KW1) 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 #3 BC 120 0.08 19.71 SPECIAL LOADS Truss must be installed as shown with top chord up. - - - (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 225 PLF at 0.00 to 225 PLF at 19.62 Sheathing is required for any longitudinal (drag) forces. All BC From 10 PLF at 0.00 to 10 PLF at 19.62 connections to be designed by the building designer. 3X3= 1-40 140 }10-1-2 3X3= r 19-7-8 Over Continuous Support R-235 PLF W=19-7-8 Note: All Plates Are W1.5X4 Except As Shown. S�.CULtt�ti PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 19 4 q •,s/ FL 3 R Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALL[ TC LL 40.0 PSF REF R151 37979 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUS PLA Ems' �� •(i� INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES P OR TP VV / PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEU, TOP CHORD SHALL HAVE PROPERLY A A E• : y TC DL 10.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • 7f D ** 41 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG REDS C • U C DL 5.0 P S F D R W HCUSRI5I 03311074 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OFVIATION FROM THIS DESIGN; ANY FAL ST F ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALL : QCs BC LL 0.0 PSF HC-ENG MNM/DR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL D ' •• SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W.HS/K) ASTM - (W, K/MS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON T •..,•.,,. TOT.LD 55.0 PSF SEQN 30764 DESIGN, POSITION PER DRAWINGS 160A-Z. AN INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE P ,pNA1.E ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE 0) PROFESSIONAL DUR.FAC. 1.00 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND 91neS 33 F S COMP FNT FOR ANY RIILIDING IS THF RFSPONSI ILiTY OF TH BUILDING D IGNER, PER lOv [I GT USE u� u_ .sa ,tificate a,:rizaho - _ ' ANS SEC. ING 4 0 JR iS7 Z10 a,_. n _ w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFR. (CO813F-PLAN 2681 - LOT 23 HIDDEN PARADISE - KW2) Top chord 4x2 SP ##2 N See HIB 91 SECT 13.2 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP ##3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) SPECIAL LOADS BC 120 0.00 13.29 --- --- (LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.-1.00) TC From 225 PLF at 0.00 to 225 PLF at 13.29 Truss must be installed as shown with top chord up. BC From 10 PLF at 0.00 to 10 PLF at 13.29 Sheathing is required for any longitudinal (drag) forces. All connections to be designed by the building designer. 3X3= T TT 1 4-0 1-4-0-4 0 10-1 3X3= 13-3-8 Over Continuous Support R=235 PLF W=13-3-8 Note: All Plates Are W1.5X4 Except As Shown. 4f.CrO[,( iu PLT TYP. Wave TPI Desi n Crit: TPI-1995(STD) 19 tiAIR FL 3 R Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLI A LL 40.0 PSF REF R151- 37980 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUS LATE: INSTITUTE, 583 D'0NOFRIO DR., SUITE 200, MADISON, WI 53)19). FOR SAFETY PRACTICES P OR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 1ND%ATED, TOP CHORD SHALL HAVE PROPERLY A TC DL 10.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1 **IMPORTANT`"` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG ER FAD: Tw B C D L 50 P S F D R W HCUSR151 03311075 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA[ E-� +/"� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALL •• BC, LL 0.0 PSF HC-ENG MNM/DR A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL •,• +��,{� •• ` SPEC. BY AF PA AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/Y,) ASTM ,` .•V�•G (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRU55 AND UNLESS OTHERWISE LOCATED ON T •w••-•• 'p` TOT.LD. 55.0 PSF SEAN 30766 DESIGN, POSITION PER CRAWINGS 160A Z, ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PE A �'♦" ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL Y /1 DUR.FAC. 1.00 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND U,,ines t Fr, 33S USE F THSS COMP ENT FOR ANY BUILDING IS HF PFSPONSI.ILITY OF TH BUILCING OE IGNER. PER 'QU D _ IICHIC 'u ANSI Z;. SEC. -.,�.�. = �,.:. ". ��I1QN -ING - 1.0"t__ UR <.,S7N ,. ;710 t- PAGE 1 Date: 11/07/2003 MANNING BUILDING SUPPLY LOG # : C0813 TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JOHN FERGUSON Pitch: /12 Customer: BESTCON HOMES Job Name: PLAN 2681 Address : 1484 LOURAL WAY Address : LOT 23 HIDDEN PARADISE ATLANTIC BEACH 32233 Designer: LR - -- - - - -- - - - -- - - - -- - - -- - - - -- - -- -- - -- -- - - - -- - - --- - - -- - ---- - - - -- --- -- - - -- - - - -- -- ( ( Left ( Right ( Q98"UhMISE 4tY{ Span ( O.H. ( O.H. ( Description-- - - --- - _ _w --- - -- -- - - -- - - --- -- - -- --- -- -- --- - - - -- ---- ----- -------- -- 1114-10--4 ( 2' ( 0' ( Al 3114'10"4 12 ' ( 0' ( A2 1 ( 19'11"8 12 ' 10' ( B1 1110' 12' ( 0' ( C1 1 ( 9'11"8 121 ( 0' ( C2 4 1 9 '11"8 ( 2 ' lot ( C3 1112 '8" 12 ' 12 ' ( Dl 7112 '8° 121 12 ' ( D2 3 ( 12'8" lot lot ( D3 117 ' 12' ( 0' ( D4 1120' 12' ( 0' ( E1 1120' 12' ( 0' ( E2 11201 121 10' ( E3 1120' 12 ' 10' ( E4 2120' 12 ' ( 0' ( E5 3120' 12' ( 0' ( E6 3 ( 20' 12 ' 10' ( E7 320' 12 ' ( 0' ( E8 1115'3"8 121 12 ' ( G1 5 ( 15'3"8 ( 2 ' ( 2 ' ( G2 1 ( 19'11"8 12' ( 0' In 11201 ( 2' ( 0' ( H2 11201 ( 2' lot ( H3 1120- ( 2' ( 0' ( H4 1120' ( 0' ( 0' ( H5 2- PLY 8 ( 7 ' 12 ' ( 0' 171EJ 2 ( 9'10"1 12' 9"15 10' 171HJ D45 4 ( 5 ' 12 ' l0' 151CJ 2L 2R 413 ' 12 ' 10' 131CJ 2L 2R 10 ( 1' 12 ' 10' 111CJ 5L 5R 8 ( 7 ' 121 IO' 171EJ TRAY 2 ( 9 '10"1 12 ' 9"15 ( 0' 171HJ D45 TRAY 4 ( 5' 12' ( 0' 151CJ 2L 2R TRAY 4 ( 3 ' 12' i0' 131CJ 2L 2R TRAY 9 ( 3' 12 ' 10' 131EJ B1 11412"3 12' 91,15 10' 131HJ D45 B1 ( ( ( ** Beams ** 3 118 ( ( ( BM6 GPLAM 16" 2 126 1 1 JBM7 GPLAM 18" I-Joist' s ** 7120 K1 WI60 - 11 7/8" x 2.5" 2 , 18 , K2 WI60 - 11 7/8" x 2.5" 2116 K3 WI60 - 11 7/8" x 2.5" 2114 K4 WI60 - 11 7/8" x 2.5" 2 112 K5 WI60 - 11 7/8" x 2.5" ' 2 8 K6 WI60 - 11 7/8" x 2.5" 2 6 IK7 WI60 - 11 7/8" x 2.5" ** Hardware Roof ** 201A ( IHUS26 1-ply Truss Hanger 121T ILSSUH310 1 ply WI60 I-Joist Skewable ---- ---- - - - -- - - - -- - - -- - - - -- - - --- - - - -- -- - -- - --- - -- -- -- - -- -- - -- -- - -- - - -- -- --- -- 50 - Trusses 32 - # of Hardware 19 - # of I-Joist 0 - Piggy' s 56 - Jacks 5 - # of Beams 0 - # of Rim Board -------- - ---- - - - -- - - - 106 - Total Trusses MANNING BUILDING SUPPLY Larry Ruckel 7 Nov 2003 11:45 am 11155 Philips Prky Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : C0813.FBD BESTCON LOT 23 HIDDEN PARADISE Mark# : BM6 Usage : Beam (Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL = L/240 Composite Action : No Slope : 5.66112 5.5", 565 psiE 3.5", 750 psi LOADS Project Design Loads: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 3'0" 16'5" 20'0"s.c.(Slope:8.0/12) - 2 Concentrated(lbs) 2131 1522 125% 0 2'0" 3 Concentrated(lbs) 5228 3491 125% 0 5'1 1/2" 4 Partial(plf) 333 238 125% 0 6-0- 16'5" Uniform(plf) 22 0 0 0 16-5" 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 9318 8175 Min R'n 3150 2828 DL R'n 3150 2828 Min Brg(in.) 3.14 2.08 [Based on bearing stress below] Brg Str(psi) 565 750 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 8346 1 1'7" 41 19950 125% 0.42 M(ft-lbs) 40391 1 6'3" 41 66668 125% 0.61 LtRn(lbs) 9318 0 0.0. 41 16314 100% 0.57 See Note#5 RtRn(lbs) 8175 0 16-5" 41 13781 100% 0.59 See Note#5 LLDefl(in.) 0.45 1 8'3" 41 0.61 U480 TLDefI(in.) 0.69 1 8-3- 41 0.91 0315 USE. GPLAM 2.0E 1.75x16.00" 3 Plies Grade 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 Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. 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. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. 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. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.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. " 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 Larry Ruckel 7 Nov 2003 11:43 am 11155 Philips Prky Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : C0813.FBD BESTCON LOT 23 HIDDEN PARADISE Mark# : BM7 Usage : Beam (Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No Slope : 5.66/12 3.5", 565 psi 3.5", 750 psi - -- LOADS Project Design Loads: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 so 1 Trapezoidal(plf) 40 670 29 479 125% 0 010.1 21'3" Uniform(plf) 16 0 0 0 21'3" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(Ibs) 1 2 Max R'n 2929 5228 Min R'n 1032 1737 DL R'n 1032 1737 Min Brg(in.) 1.50 1.99 [Based on bearing stress below] Brg Str(psi) 565 750 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 4610 1 21'1" 41 14962• 125% 0.31 M(ft-lbs) 22078 1 11,111, 41 55520 125% 0.40 LtRn(lbs) 2929 0 0'0" 41 6921 100% 0.42 See Note#5 RtRn(lbs) 5228 0 21'3" 41 9188 100% 0.57 See Note#5 LLDefI(in.) 0.43 1 10.8.. 41 0.78 0654 TLDefl(in.) 0.65 1 10'8" 41 1.17 U432 USE. GPLAM 2.0E 1.75x18.00"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. e 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. 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. 6.Bearing length based on design material;support material capacity shall be veritled(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. Ma 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.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. 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 v MANNING BUILDING SUPPLY Larry Ruckel 7 Nov 2003 11:05 am 11155 Philips Prky Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : C0813.FBD BESTCON LOT 23 HIDDEN PARADISE Mark# : K1 Usage : Joist(Roof) Repetitive : No Spacing (in.) : 24.0 Max Defl : LL= L/240 TL = L/360 Composite Action : No Slope : 8/12 3.5", 565 psi 3.5", 750 psi LOADS Project Design Loads: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 Spcg Sen Uniform(psf) 42 30 125% 0 0101. 15'0" 24"o.c. Base Uniform Load(Spacing Sensitive) 'Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 e Max R'n 666 666 Min R'n 216 216 DL R'n 216 216 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(lbs) 544 1 14'10" 41 1775 125% 0.31 M(ft-lbs) 2499 1 7'6" 41 5419 125% 0.46 LtRn(lbs) 666 0 0101, 41 1714 125% 0.39 See Note#5 RtRn(lbs) 666 0 15'0" 41 1714 125% 0.39 See Note#5 LLDefl(in.) 0.28 1 7'6" 41 0.90 U785 TLDefl(in.) 0.41 1 7'6" 41 0.60 Li530 USE. WI 6011.88"(524"O.C. f APA-11.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of 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 Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. 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. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed a for commercial uses. 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.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Birdsmouth cuts permitted only if all the following conditions are met.cut is at low end of roof joist,overhang does not exceed 2 ft and bearing stiffeners are used. 12.For explanation of GROUP change to expanded printout. PRODUCTS HARDWARE SCHEDULE 7/9/03 2003 REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES "*" A HUS26 47 2565 3205 1550 (14)16d (6)16d TRUSS B HUS28 47 3585 3700 2000 (22)16d (8)16d TRUSS C HGUS28-2 103 6805 7925 3220 (36)16d (12)16d TRUSS 2 PI Truss D HGUS28-3 103 6805 7925 1 3220 (36)16d (12)16d TRUSS 3 Ply Truss E SUL/R 26 63 800 1000 765 (6)16d (6)10dx1.5 TRUSS Skewed 45' F SUL/R 210 63 1330 1660 1250 (10)16d (10)10dx1.5 TRUSS Skewed 45' G LSSU210 60 1110 1390 875 (10)10d (7)10dx1.5 TRUSS Sloped-varies G LSSU210 60 995 1145 785 (9)10d (7)10dx1.5 TRUSS Skewed-varies H THJA26 110 2680 3265 960 (20)16d (6)HJ(4)EJ 10dx1.5 TRUSS Hip Jack&End Jack I THA422 62 3630 4145 1550 (22)16d (6)16d SYS 42 J THAC422 62 3630 4145 1550 (22)16d (6)16d SYS 42 Inverted Flange K THA422 L/R 62 1416 1675 310 (16)10d (3)10dx1.5 SYS 42 Skewed 45' L SUL/R 410 63 1860 2330 1275 (14)16d (6)16d SYS 42 Skewed 45' M LSSU410 60 2430 3035 1150 (18)16d (12)10dx1.5 SYS 42 Sloped-varies M LSSU410 60 1625 1625 1150 (14)16d (12)10dx1.5 SYS 42 Skewed-varies N IUT312 69 1110 1390 245 (10)16d (2)10dx1.5 I-JOIST Face Mount 2.5" O HU312-2 70 2145 2680 1085 (16)16d (6)1 Od [-JOIST 2 Ply Face Mount P IUT412 70 1110 1390 255 (10)10d (2)10dx1.5 I-JOIST Face Mount 3.5" Q MIT316 83 2400 - - (6)16d 2)10dx1.5 I-JOIST Top Mount 2.5" R SUL/R 310 63 1860 2330 765 1 (14)16d (6)10dx1.5 I-JOIST Skewed 45' S SUL/R 314 63 2395 2500 1150 (18)1 6d (8)10dx1.5 I-JOIST Skewed 45' T LSSUH310 60 2295 2295 1150 (18)1 6d (12)10dx1.5 I-JOIST Sloped-varies T LSSUH310 60 1600 1600 1150 (14)16d (12)10dx1.5 I-JOIST Skewed-varies U HU11 71 2950 3685 865 (22)16d 6 10dx1.5 1 PLY LVL Min. Load U HU11 71 4020 4405 1440 (30)16d (1010dx1.5 1 PLY LVL Max. Load V HGUS48 103 6805 7925 3220 (36)16d 12)16d 2 PLY LVL W HGUS412 103 9155 9155 4055 (56.)16d (20)16d 2 PLY LVL X HGUS412 L 103+149 5035 5035 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Lf X HGUS412 R 103+149 5035 5035 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Rt Y HUC412 71 2950 3685 1810 (22)16d (10)10d 2 PLY LVL Inverted Flange Z HGUS5.50/12 721 9155 9155 4055 (56)16d 20)16d 3 PLY LVL ZZ HGUS7.25/12 72 9835 9835 4055 (56)16d (20)16d 4 PLY LVL UL1 H16S 134 - - 1470 (10)10d x 1.5 (2)1 0dx1.5 Tie Down Short UL2 IH16 134 - - 1470 (10)10d x 1.5 (2)10dx1.5 Tie Down Lon UL3 H16-2 134 - - 1470 (10)10d x 1.5 (2)10dx1.5 Tie Down 2 Ply Truss UL4 MTS12 131 - - 1000 (7)10d (7)10d Tie Down Twist Strap 12" UL5 HTS20 131 - - 1450 (12)10d (12)10d Tie Down Twist Strap 20" UL6 MSTA36 127 1495 2135 see Left (13)10d (13)10d Tie Down Flat Strap 36" UL7 MGT 122+136 - - 3965 Threaded Rod or (22)10d Tie Down or Add UL8 UL8 PHD5 20 - - 14 SIDS 1/4x3 Add UL7 Tie Down Add UL7 UL8 PHD5 20 - 4685 Threaded Rod Tie Down TS62-24 115 (4)10dx1.5 Brace Truss Spacer 7' - -I- 26' -�- -20' — -{---10 —-� 1. DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE Lr. 2. VERIFY ALL SPANS AND AMOUNTS, AS A2 G2 TRUSSES WILL BE BUILT IN STRICT K6 -- - " - -- �'', ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPRO\ K5 H1 IN WRITING BY TRUSS PLANT MANAGER 7 I I ti K4 4. APPROVED BY LEDGER K3 Bi i i H3 K H4----------- APPROVAL DATE: cc z _ - K1 m HS DEL. DATE in C3 BUILDER TO CONY. FRAME ROOF, VALLEYS AND O.HANGS AS NEEDED. BUILDER TO FRAME DOWN CEILINGS o D2 D3 - - - - -, AS NEEDED. No _ - C1 BUILDER TO BUILD UP WALLS TO - --� I MATCH TRUSSES AT HIGHER PLT HT. 04i ALL WALLS SHOWN ARE LOAD BEARING m W w E8 E7 EG ' E5 j UNLESS NOTED OTHERWISE. i I -- - i I W W ¢ZaZZZZU 8-1-2 WALL 9-11-8 WALL I---- —19' — -�- 41' 10 -� 10-1-2 WALL - 70' 20-7-0 WALL MANNING BLDG . SUPPLIES LOB:L08123 HHIDDENNNPARADISE 11155 PHILLIPS PKWAY PH# 268-8225 PLAN: JAX. FLA. 32256 DESIGNER: LARRY RUCKEL O O �, � � . } \ � �� �w: �m° . . �� . �� � . � . �»a �«` . ��z . ��° . �2a �:» ��. �� ti x_ . . �: . _ :,: ;- ,: 0 �I i 1. i Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 (863)422-8685 Florida Engineering Certificate of Authorization Number:567 Page 1 of 1 Document ID:1S7N151-Z1107083248 Truss Fabricator: Manning Building Supply Job Identification: C0813-PLAN 2681 -- LOT 23 HIDDEN PARADISE Truss Count. 36 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995(STD)/FLBC Engineering Software: Alpine Softwdre,Version 19.633. Structural Engineer of Record: Address: Minimum Design Loads: Roof - 42 PSF @ 1.25 Duration Floor - N/A Wind - 120 MPH ASCE-98 -Closed Notes: PR YoallJat• O'1/2i:3 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of 7fn,4 n Enginger- record, as defined in ANSI/TPI 1-1995 Section 2.2awafEeayea . w. 2. The seal date shown on the individual truss component drawings must Florida Licease i4'mber:526041950 Marley Drive match the seal date on this index sheet. Haines city,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Details: A12015EC-GBLLETIN-A12030EC Date 1 37981 Al 33t db X1/07/03 2 37982 A2 03311002 1j/07/03 3 37983- B1 X3311003 11107/03 `3784 01 tI33110C1 11C 7/03 �e 8 37985-�-02 W11t5 1�07/U3 6 3798fi-, C3 033110Q6 li/Q7/03, F37987y tI331 ©cit /©3 8 37988 Ill 03311�J08 11 €07/03 37989 03 X3311003 11/07/03 0 3!990 04 0331101 11/(7/03 1 379 `` 1 03311011 x, 11./07/03 ; PR 12 3799 - E 03311012 11/07/03 13 =37993-, 3 ;0331103 ,11/07/03 " 14 37994--E4 03311014 11/07/03 15 37995--E5 03311015 11/07/03 16 37996--E6 03311016 11/07/03 17 37997--E7 03311017 11/07/03jv :. 18 37998--E8 03311018 11/07/03 19 37999--G1 03311019 11/07/03 20 38000--G2 03311020 11/07/03 21 38001--H1 03311021 11/07/03 22 38002--H2 03311022 11/07/03 23 38003--H3 03311023 11/07/03 24 38004--H4 03311024 11/07/03 25 38005--H5 2- PLY 03311025 11/07/03 26 38006--7'EJ 03311026 11/07/03 27 38007--7'HJ D45 03311027 11/07/03 28 38008--5'CJ 2L 2R 03311028 11/07/03 29 38009--3'CJ 2L 2R 03311029 11/07/03 30 38010--1'CJ 5L 5R 03311030 11/07/03 31 38011--7'EJ TRAY 03311035 11/07/03 32 38012--7'HJ D45 TRAY 03311031 11/07/03 33 38013--5'CJ 2L 2R TR 03311036 11/07/03 r 34 38014--3'CJ 2L 2R TR 03311032 11/07/03 35 38015--3'EJ B1 03311033 11/07/03 36 38016--3'HJ D45 B1 03311034 11107/03 I�11111111 mill (C0813 PLAN 2681 LOT 23 HIDDEN PARADISE A1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. - Top chord 2x4 SP #2 N 120 mph wind, 12.61 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf. SPECIAL LOADS See DWGS A12015ECO203 & GBLLETIN0203 for more requirements. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.16 to 54 PLF at 0.00 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TC From 154 PLF at 0.00 to 154 PLF at 14.85 CHORD SPACING(IN OC) START(FT) END(FT) BC From 4 PLF at -2.16 to 4 PLF at 0.00 BC 120 0.15 14.71 BC From 30 PLF at 0.00 to 30 PLF at 14.85 Fasten rated sheathing to one face of this frame. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 4X4=- 8 1 8 3X30 5-8-14 3X5111 0-11-15 + + + ri � 0-11-4 HU +9-11-8 L-2-0-0 7-7-12 I 7-2-8 14-10-4 Over Continuous Support R=191 PLF U=101 PLF W=14-10-4 Note: All Plates Are W1.5X4 Except As Shown. F E. E PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 1 •�'(1FriC'q�°'•FQ FL 3/-/-/R/- Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL AND•• BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRU PLAT TC LL 20.0 PSF REF R151 37981 INSTITUTE, 583 D'0NOFRIO )R.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES TOR 20 No.58604 • PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY TACHiD :1 TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 7{ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN ARID PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FA URE io • B C D L 5.0 P S F D R W HCUSR151 03311001 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTAL WMT• E OF •� BC LL 10.0 PSF HC ENG MNM/NE BRACING OF TRUSSES. THIS DE 5IGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL (� (A- SPEC, BV AFB PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HSJK) AS S • '�/ (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON R�O,•�� TOT LD. 42.0 PSF SEQN- 30617 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE (Vw ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIO Alpine Engineered Products,Inc ENGINEERING RESPONSIBILITY SOLELY EOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND "/pNA',T►` DUR.FAC. 1.25 FROM LR Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER _.,Tecate imion ANSI -- - SEC. io _ coA0ING '4.0" JR 'SIN THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813-PLAN 2681 - LOT 23 HIDDEN PARADISE - A2) Top chord 2x4 SP #2 N 120 mph wind, 12.78 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL=3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf. :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.500' IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 14.85 HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE 4X4=— LUMBER X4=LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3X54 1.5X4o� �l8 8F- 6-1-2 3X5% 1.5X4111 T 0 11 15 1 3-7 9-11-8 3X8= 3X3=- 4X4 X3=4X4(E3) 3X10(E3) III L-2-0-0--J 1 7-7-12 ,I, 7-2-8 _I 14-10-4 Over 2 Supports R=753 U=437 W=3.5" R=615 U=284 a44g E.Esq y 000 PLT TYP. Wave TPI Design Crit: TPI-1995 STD FLBC 1 °�� FL 3 R - Scale =.375" Ft. A*WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL AN TC LL 20.0 PSF REF 8151 37982 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU PLATjr+ �j INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES IDR AO No.58504 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY TACHIID :1 TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y" 7t —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN N�1`RCD " B C D L 5.0 P S F D R W HCUSR151 03311002 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA URE 'ro BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALL o�D $TqT �/� i+ ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL •(,� BC LL 10.0 PSF HC-ENG MNM/NE SPEC, RY AF PA AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 2O/16GA NOSAST "� ;♦+�`yv (W. K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRU S5 AND UNLESS OTHERWISE LOCATED ON +"+t R, i ``- TOT.LD. 42.0 PSF SEON- 30620 DESIGN, POSITION PER DRAWINGS 16DA-Z. ANY INSPECTION OF PLATES FOLLONED BY (I) SHALL BE �1 `[,� ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION S" NA,+�` DUR.FAC. 1.25 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER C11ArING '4.0" R � 1S7 Z11 :-, .. ,.:;: w,... THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813 PLAN 2681 -- LOT 23 HIDDEN PARADISE - B1) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT I1, EXP B, wind TC DL=3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 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) TC 24 3.00 19.96 #1 hip supports 3-0-0 jacks with no webs. BC 69 0.29 19.96 Deflection meets L/360 live and L/240 total load. 5X7= 1.5X4111 3X8= 1.5X4111 3X5= 8 T T 2-4-7 2-4-7 8-1-2 1.5X4111 3X8= 1.5X4111 5X7= 1.5X4111 2X5(B 1) L2-0-0-J I 3-0-0 I 16-11-8 I 19-11-8 Over 2 Supports R=1113 U=519 W=3.5" R=965 U=422 W=3" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FLBC 1 ¢ 'qT•..O FL 3 - R - Scale =.3125" Ft. **WARNING* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAL G ANA % TC LL 20.0 PSF REF R151 37983 BRACING. REFER TO HIa-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRU PLA�E No.586 4 " INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES I. :0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY TACIED :* TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. " **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E RfD : B C D L 5.0 PSF D R W HCUSR151 03311003 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY F URE WO l}�' BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTAL .60 40 v •� gC LL 10.0 PSF HC-ENG MNM/NE A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WI7H APPLICABLE PROVISIONS OF µDS (NATIONAL Eh:. •L,_ SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W.NS/K) AS •• S v (W, K)HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AN UNLESS OTHERWISE LOCATED 0 C {O �� TOT.LD. 42.0 PSF SEQN 30622 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPEL TION OF PLATES FOLLOWED 8Y (I) SHALL B •A •�• "�' Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FORANNEX A3 OF TPI 1-2002 SEC. 3. A THE TRUSS EAL ON ICOMPONENT DESIGN S DRAWING IND 7SHOWNCEPTATHE NCE SUITABILITYOAN v/Q NA,. � D U R.FAC. 1.25 F ROM L R Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER -A r 7A t 1 =.:.1}IcatC izatiOR ANSI .,,:.SE ... rw ,:4, x........... .,.:...: ...w;.. ::. .;z .-:.0 'L ;:. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. K0813-PLAN 2681 -- LOT 23 HIDDEN PARADISE - Cl) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: #1 hip supports 7-0-0 jacks with no webs. CHORD SPACING(IN OC) START(FT) END(FT) TC 24 7.00 9.96 Deflection meets L/360 live and L/240 total load. BC 118 0.29 10.25 4X4= 3X5(R) IU LJ 1.5X4�� 8 (- 5-0-7 0-3-8 10-1-2 3X8= 2X4(Al) = 3X6111 L---2-0-0--J I 7-0-0 ,1, 3-3-0 ,I 10-3-0 Over 2 Supports _I R=789 U=457 W=3.5" R=950 U=471 W=3" '000 PLT TYP. Wave TPI Design Crit: TPI 1995 STO FLBC 19 R�IFifC,q"•`� � FL - 3 - - R Scale =.375" Ft. **WARNING* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL AN •• TC LL 20.0 PSF REF R151 37984 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRU PLAT f INSTITUTE. 583 D'0NOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES IOR �1 NA.5J'8504 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY TACHID AV/ :y TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 7[ **IMPORTANTNC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN N*CD • B C D L 5.0 PSF D R W HCUSR151 03311004 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA URE T•0 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTAL STAT OF .'C4 BC LL 10.0 PSF HC-ENG MNM/NE ALPINE BRACING OF TRUSSES. THIS DESIGN CONF0RM5 WITH APPLICABLE PROVISIONS OF NDS (NATIONAL E (, SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF NO/16GA (W,HS/K) AS •` �•�• V (W. YJHS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AN UNLESS OTHERNISE LOCATED 0 •. �{Q TOT.LD. 42.0 PSF SEQN- 30625 DESIGN, POSITION PER ORANINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE 1 ANNEX A3 OF iPl 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROF ESSIO �` • "••��� DUR.FAC. 1.25 FROM LR s•s• Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN NAi- Ha1neSClty,FL 3,3844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER QpArING �4 .0" JR '$7N '.11 -- -r,. �'.. ._..., .,.: _,. '...�,...9,; ... ,�z- w ;5-. .., ', THIS DWG PREPARED FROM COMPUTER INPUI (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (C0813 PLAN 2681 -- LOT 23 HIDDEN PARADISE - C2) Top chord 2x4 SP #2 N 120 mph wind, 12.74 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL=2.5 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) TC 24 9.00 9.96 Deflection meets L/360 live and L/240 total load. BC 116 0.29 9.96 HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. 4X4=— NOTE: X4=NOTE: 1.5X4 III SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3X5�i 8 6-4-7 6-4-7 10-1-2 1.5X4111 3X8= 2X4(Al) R=568 U=294 W=3.5" R=389 U=308 LE-2-0-0-­j 0-11-8 I 9-0-0 I I 9-11-8 Over 2 Sup ,I PLT TYP. Wave TPI Design Crit: TPI-1995 STD FLBC 1 "R'(SF1C'q�;1F� FL - 3 - R - Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTAL G A Q TC LL 20.0 PSF REF 8151-- 37985 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TR PLASE INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES RIOR-0 No•586 • PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY TTACaED S* T C D L 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 7f **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE I*EIED • B C D L 5.0 P S F D R W HCUSR151 03311005 ALPINE PRODUCTS- INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY F LURE%TO BC LL 10.0 PSF HC ENG MNM/NE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, [NSTA y�1�4�ID OF BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (N ATIONA D (�- SPEC. BY AF PA. AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16CA (W,HS/K) A `/ (W, K/MS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED //���••1 TOT.LD. 42.0 PSF SEAN- 30627 DESIGN, POSITION PER DRAWINGS 150A-Z. ANY INSPECTION OF PLATES FOLLOWED BV (I) SHALL B EtYI- {7 ANNE% A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROF •• DUR.FAC. 1.25 FROM LR •••a"."• Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A e` Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 1, S�^SING ^ .0" JR 'SIN �' '_11 iz tion THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813 PLAN 2681 LOT 23 HIDDEN PARADISE - C3) Top chord 2x4 SP #2 N 120 mph wind, 13.06 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL=2.5 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 116 0.29 9.96 Deflection meets L/360 live and L/240 total load. 1.5X4111 HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 3X510 CATALOG FOR PROPER APPLICATIONS. 8 F_ 7-0-2 7-0-2 10-1-2 1.5X4111 3X3­ '2 X3= 2X4(A 1) �2-0-0� 9-11-8 Over 2 Supports R=568 U=271 W=3.5• R=389 U=3 0 PLT TYP. Wave TPI Design Crit: TPI-1995 STD FLBC i '(1IC •;F FL 3 - R Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAL G •• •' TC LL 20.0 PSF REF R151-- 37986 BRACING. REFER TO HIB-93 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU PLA INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES IOft�0 Nay•COGO� PERFORMING THESE FUNCTIONS. UNLESS Or INDICATED, TOP CHORD SHALL HAVE PROPERLY TACj0 VV iJVt<7 : TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E I*EYED i B C D L 5.0 P S F D R W HCUSR151 03311006 PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY F LURE.TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTA N SID C�{w (�� '" ALPINEBRACING OF TRUSSES. TNIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS {NATIONA DE G1, #P1 V Y BC LL 10.0 PSF HC ENG MNM/NE SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W.HS/K) A5 AP� (W, KjHS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ••• • / R1y• ` TOT.LD. 42.0 PSF SEQN- 30629 DESIGN. POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BV (I) SHALL B C _`� II ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS] •• •�• DURFAC. 1.25 FROM LR Alpine Engineered products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A Raines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER g! t,Xy OA/` '$7N 'll 2,; THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813-PLAN 2681 -- LOT 23 HIDDEN PARADISE - 01) Top chord 2x4 SP #2 N 120 mph wind, 22.17 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL=3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf. SPECIAL LOADS See DWGS A12030ECO203 & GBLLETIN0203 for more requirements. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC,=1.25) TC From 54 PLF at -2.16 to 54 PLF at 0.00 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TC From 154 PLF at 0.00 to 154 PLF at 12.67 CHORD SPACING(IN OC) START(FT) END(FT) TC From 54 PLF at 12.67 to 54 PLF at 14.83 BC 78 0.29 12.38 BC' - From 4 PLF at -2.16 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 12.67 Deflection meets L/360 live and L/240 total load. BC From 4 PLF at 12.67 to 4 PLF at 14.83 Shim all supports to solid bearing. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 4X4= 1.5X4111 1.5X4111 3X311 8 3X3�� 4-2-14 3X8% + 5X7(R) III + 8 3X8 -22-2-8 5 1.5X4111 1.5X4111 5 L- + + h-20-7-0 2X4(Al) % 2X4(A1) �--2-0-0 �1E 4-4-0 ��� 4-0-0----� L--2-0-0--J 6-4-0 6-4-0 12-8-0 Over 4 Supports R=561 U=344 W=3.5" R=725 U=384 W=3.5" R=561 U=344 W=3.5" R=725 U=364 W=3.5" S1�'F E.ESq� PLT TYP. Wave TPI Design Crit: TPI-1995 STD FLBC 1 �Ql .� FL 3 R - Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAL G A TC LL 20.0 PSF REF 8151-- 37987 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 8Y TPI (TRU PLA i INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53710) FOR SAFETY PRACTICES IOR�0 N�y•�Jgs�4 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE.. TOP CHORD SHALL MAVE 'N.PERLY TACKED �H/ Jv * TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID C€ILING. l *'IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E I� JED BC OL 5.0 PSF D R W HCUSR151 03311007 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY F LURE TO ` BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTAL N tO (la BC LL 10.0 PSF HC-ENG MNM/NE ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONA E Q SPEC. BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) AS A TOT.LD. 42.0 PSF SEQN- 30639 (W, K/H S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED "e �,v �` DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED By (I) SHALL e " II ANNE% A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSI ' /"�..•."'"�{N� DURFAC 1.25 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A V 1►!A y`_ Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FYI'► coArING 4.0 JR r 'S7N �' .: .. IL :; THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813 PLAN 2681 -- LOT 23 HIDDEN PARADISE - D2) Top chord 2x4 SP #2 N 120 mph wind, 22.34 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 78 0.29 12.38 4X4= s � 8 4-7-2 5X7(R) III J 5 5 20-7-0 2X4(A1) 2X4(A1) L:—:: 2-0-0� LE� 2-0-0� 6-4-0 6-4-0 12-8-0 Over 2 Supports R=653 U=419 W=3.5" R=652 U=419 W=3.5" 0g E PLT TYP. Wave TPI Design Crit: TPI-1995 STD FLBC 1 ;'R't1FICq•TyFO FL 3 - R - Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL III- • TC LL 20.0 PSF REF R151 - 37988 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU PLAT er QQ INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES IDR lb NO.5QV04 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY TACH:1 :..L TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. It **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN N*RID B C D L 5.0 P S F D R W HCUSR151 03311008 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA URE LO [� ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTAL rip ./� '1� BC LL 10.0 PSF HC ENG MNM/NE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPL3CABLE PROVISIONS OF NDS (NATIONAL E SPEC. BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) AS •i /�' p `�.► TOT.LID. 42.0 PSF SEON- 30719 (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON ©p, `111_ DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE R Ft �(�it AN A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIO /� V DUR.FAC. 1.25 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN 'V IVA�" Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER C D A! 7 1 ]��r !ificate ization ....,� ANSI 'sE <.�.,.. .< :>� ,:e.I .S-le: THIS DWG PREPARED FROM COMPUTER INPUT (LOAUS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813-PLAN 2681 - LOT 23 HIDDEN PARADISE - D3) Top chord 2x4 SP #2 N 120 mph wind, 23.06 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 79 0.25 6.33 BC 78 6.33 12.38 HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 4X4= CATALOG FOR PROPER APPLICATIONS. 8 F_ 8 4-7-2 5X7(R) III � 5 5L— +20-7-0 2X4(Al) 2X4(Al) 6-4-0 --- 6-4-0 12-8-0 Over 2 Supports R=530 U=266 R=534 U=268 W=3.5" E.Esgr PLT TYP. Wave TPI Design Crit: TPI-1995 STD FLBC 1 ; RFICA .�� FL 3 - R - Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL A �� ' TC LL 20.0 PSF REF R151-- 37989 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU PLAT pc^A INSTITUTE, 563 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES IDR j17 �O�5OLYY • PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYS PROPERLY TACHfD :y TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 7� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EID B C D L 5.0 P S F D R W HCUSR151 03311009 PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY F URE %0 � BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTAL NjQ01 1 E OF • ,CC , BC LL 10.0 PSF HC-ENG MNM/NE ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL t SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) AS (W, K/HS) GALY. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 ww•� V0 TOT.TOT.LD. 42.0 PSF SEON- 30643 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL B R/l'• " ' f1 ANNE A3 OF TPI 1-2002 SEG. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIO ` /��w•-+•C�V DUR.FAC. 1.25 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN V AL L Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER C P A( N F_ G 1 tificate izahon -"' il 77 ANS ,.:d< SE :;� I-- .,.,.:;.4 ,:. ,...L ,.;;,. (C0813-PLAN 2681 LOT 23 HIDDEN PARADISE D4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N SPECIAL LOADS Bot chord 2x6 SP #2 N ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Webs 2x4 SP #3 TC From 54 PLF at -2.16 to 54 PLF at 7.00 BC From 4 PLF at -2.16 to 4 PLF at 0.00 120 mph wind, 22.57 ft mean hgt, ASCE 7-98, CLOSED bldg, not BC From 30 PLF at 0.00 to 30 PLF at 7.00 located within 4.50 ft from roof edge, CAT II, EXP B, wind TC BC 530 LB Conc. Load at 1.06, 3.06, 5.06 DL=3.5 psf, wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 81 0.29 7.00 1.5X4111 25-3-4 HANGER= SIMPSON'S HUS26 R=202 U 180 FILL ALL NAIL HOLES. NOTE: 3X5% SPECIFIED HANGER(S) BASED ON SOUTHERN PINE 8 LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 5-0-7 5-0-7 CATALOG FOR PROPER APPLICATIONS. L LA }20-7-0 3X6111 5 X 7(R) III rr 2X4(Al) L<--2-0-0� 7-0-0 Over 3 Supports R=1385 U=754 W=3.5• R=712 U=382 �PFE 9 PLT TYP. Wave TPI Design Crit: TPI 1995 STD FLBC 19 "•' �1FI-"'''.rF FL 3 R - Scale -=.375"/Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAL11 A i TC LL 20.0 PSF REF R151-- 37990 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUS LATEi �: INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W[ 53719), FOR SAFETY PRACTICES P OR T9 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ACHE No.58604 t TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN N*L : B C D L 5.0 P S F D R W HCUSR151 03311010 PRODUCTS, INC. SMALL NOT NE RESPONSIBLE FOR ANV DEVIATION FROM THIS DESIGN; ANY FA RE -11 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALL G b OF ±sem BC LL 10.0 PSF HC-ENG MNM/NE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL 5 • tf r SPEC. BY AFBPA. AND TPC. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) AST P (W. K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON A • / O �'(� •\ TOT.LD. 42.0 PSF SEQN- 30647 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATE5 FOLLOWED BY (I) SHALL BE I(� •` •v ANNE% A3 OF TPI I_'00' SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS10 Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN SjO•��`� DUR.FAC. 1.25 FROM LR Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER tificate rizatioAN5 sec. 4 ,:. — CDA( 9 0 D- 1G1 G . " JR 1S7 Z11 (C0813-PLAN 2681 LOT 23 HIDDEN PARADISE - E1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 22.57 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x6 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL-2.5 psf. SPECIAL LOADS IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ------(LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) CHORD SPACING(IN OC) START(FT) END(FT) TC From 54 PLF at -2.16 to 54 PLF at 7.00 TC 24 7.00 13.00 TC From 110 PLF at 7.00 to 110 PLF at 20.00 BC 71 0.29 19.71 BC From 4 PLF at -2.16 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 7.00 Deflection meets L/360 live and L/240 total load. BC From 65 PLF at 7.00 to 65 PLF at 20.00 TC 202 LB Conc. Load at 7.21 BC 493 LB Conc. Load at 7.00 BC 713 LB Conc. Load at 7.21 5X5= 3X5= 5X5= 1.5X4 1.5X4�� 8 (_ � $ 5-0-7 20-7-0 5X7= 3X8= 3X8(61) = 3X8(Bl) L-2-0-0-j I, 7-0-0 6-0-0 7-0-0 I �E 20-0-0 Over 2 Supports R=2258 U=1195 W=3.5• R=2131 U=1128 W=3.5• PLT TYP. Wave TPI Design Crit: TPI-1995 STD FLBC 1 •4'�1F1G�'q•••'•�� N �' FL/-/3/-/-/R/-3 - - R - Scale =.3125 Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTAL G ANQ • • TC LL 20.0 PSF REF R151-- 37991 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU PLA No•5854 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES IOR rO • PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY TTACH{D L♦ TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y ; I� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E IICE RED B C D L 5.0 PSF D R W HCUSR151 03311011 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY F URE}O BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTAL N�.AD O ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL n •[A� BC LL 10.0 PSF HC ENG MNM/NE SPEC, BV AF&P A) AND TPI. ALPINE CONNECTOR PLATES ARE MAGE OF 20/16GA (W.NS/K) AS ///� O�• +y`/ (W. K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 ••• R, =`` TOT.LD. 42.0 PSF SEQN- 30651 DESIGN, POSITION PER DRAWINGS 160A-Z. ANYINSP ECTION OF PLATES FOLLOWED BY (I) SHALL 8 .y`�- • T� V ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFE5510 f1`.�l'•G� DUR.FAC. 1.25 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN (�ry L V Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBIL I TV OF THE BUILDING DESIGNER. PER tificaze ization Aesl sec. ID CDAr 94 0" lS7NJ,rl Z11 (C0813-PLAN 2681 LOT 23 HIDDEN PARADISE - E2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 23.23 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 24 9.00 11.00 BC 108 0.29 19.71 4X4= 4X4= 3X54 3X50 8 � __j8 6-4-7 j}20-7-0 1.5X4111 5X12= 1.5X4111 rr 2X4(Al) = 2X4(Al) L2-0-0-j I, 9-0-0 ,I 2-0-0,1 9-0-0 I FE 20-0-0 Over 2 Supports IR=969 U=594 W=3.5" R=832 U=425 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FLBC 1 �'tiF1C,q�gtc0 FL 3 R - Scale =.3125" Ft. *WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL A �� ' TC LL 20.0 PSF REF R151-- 37992 *BRACING. REFER TO 1118-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU PLATT INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES IDR N0�5$604 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY TAC40 :y TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS, 8OTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 7[ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E rr NSD PRODUCTS, B C DL 5.0 P S F D R W HCUSR151 03311012 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY F URE %0 � BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTAL j�� ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL E rt. E OF '[`/ BC LL 10.0 PSF HC-ENG MNM/NE SPEC, BY AFSPA) AND TPI. ALPINE CONNECTOR PLATES ARE MA OF OF 20/16GA (W,HS/K) AS (W, K/HS) GALV. STEEL. APPLY PLATES TO.EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 �. . O REQ �`� TOT.LD. 42.0 PSF SEQN- 30654 DESIGN, POSITION P ER DRAWINGS 160A-Z. AXY INSPECTION OF PLATES FOLLOWED BY (I) SHALL B R ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF LL ANNEX ��*�����*+•a Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN /ONA`�`' DUR.FAC. 1.25 FROM LR Haines City FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER I ri ficate .,q,_ __ization asst -se .. ..:i :�.: ,..; C D A('I ')4 -;. 1. _T 5 �.� Z 1 :, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (C0813-PLAN 2681 -- LOT 23 HIDDEN PARADISE - E3) Top chord 2x4 SP #2 N 120 mph wind, 22.57 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL=3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf. (A) 2x4 #3 or better "T" brace. 80% length of web member. Right end vertical not exposed to wind pressure. Attach with 16d nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: #1 hip supports 7-0-0 jacks with no webs. CHORD SPACING(IN OC) START(FT) END(FT) TC 24 7.00 20.00 Deflection meets L/360 live and L/240 total load. BC 24 0.29 2.29 BC 22 2.29 3.79 BC 56 3.79 8.50 BC 22 8.50 10.00 BC 67 10.00 20.00 HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 5X7= 3X8= 3X5= 1.5X4111 CATALOG FOR PROPER APPLICATIONS. 3X50 8 F_ \(A) 5-0-7 3X50 5-0-7 3X5= 31 J 8 8 L-- 20-7-0 3X5 3X5(61) = 5X5- 5X5- 4X4= 3X5= 3X5= r 4X4= L,2-o-a>J R=1696 U=920 W=3.5" R=1779 U=908 7-0-0 ,I_ 13-0-0 I �E 2-3-8 T1-6-OT 4-8-8 1 1-6-01 10-0-0 �I 20-0-0 Over 2 Sup �pF E.f S k PLT TYP. Wave TPI Design Crit: TPI-1995 STD FLBC 19 F1%1.14W.F FL 3 R - Scale =.25" Ft. -WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALI A • ' TC LL 20.0 PSF REF 8151 37993 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUS LATER '= INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES P OR TQ w,/� PERFORMING THESE FUNCTIONS. UNLESS 0THERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ACH615 No. �Q TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN N*& BC DL 5.0 PSF DRW HCUSR151 03311013 PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR AN V DEVIATION FROM THIS DESIGN; ANY FA RE -1� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALL G Q A1•E OF scQ BC LL 10.0 PSF HC-ENG MNM/NE ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL SPEC. BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) AS J� P (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 = ^-� O �1:.'` TOT.LD. 42.0 PSF SEON- 30657 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY 1NSPEC T ION OF PLATES FOLLOWED BY (I) SHALL B 1�• V ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSI0 DUR.FAC. 1.25 FROM LR •/ ••••�•••'�l_ Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN S Haines Cit PL .33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER tificate Y C P A('I :94.0" --R E,F.. ::1 S G 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (C0813-PLAN 2681 -- LOT 23 HIDDEN PARADISE - E4) Top chord 2x4 SP #2 N 120 mph wind, 23.23 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL=2.5 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) TC 24 9.00 20.00 Deflection meets L/360 live and L/240 total load. BC 24 0.29 2.29 BC 22 2.29 3.79 BC 57 3.79 8.50 BC 22 8.50 10.00 BC 120 10.00 20.00 5X5= 3X8= 1.5X4111 HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS_ 3X5,1 8 6-4-7 3X50 5X5% 5X5- � 8 8 �20-7-0 2X4(Al) = 4X4= 5X5= 1.5X4111 3X3= L----2-0-0->j 9-0-0 �L 11-0-0 2-3 8 T 1 6 o T 4-8-8 11-6-0 10-0-0 I 20-0-0 Over 2 Supports R=981 U=550 W=3.5" R=819 U=483 �•P:F E=Esq PLT TYP. Wave TPI Design Crit: TPI-1995 STD FLBC 1" �1FfC•�•'• FL 3 R/- Scale =.3125" ft. "WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALL BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU PLAT• •- TC LL 20.0 PSF REF R151-- 37994 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES IDR f0 NYS 0,4 ; TC DL 7.0 PSF DATE 11/07/03 PERFORMING THE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY TA1jD V STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .* _IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E I*ERED B C D L 5.0 P S F D R W HCUSR151 03311014 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY F LURE tF0 jjyy�� ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TM TPI: OR FABRICATING, HANDLING, SHIPPING, INSTAL NG b0 A�'E O BC LL 10.0 PSF HC ENG MNM/NE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATION A G SPEC, BV AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) A P (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED �• " O R,O:.`� TOT.LD. 42.0 PSF SEON- 30660 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY {1) SHALL B ANNEX A3 OF TPS 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSI •• •••••.•"••••• DUR.FAC. 1.25 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A S p Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER J1 `�Rj F YltiCate JTI28210 ANS SEC. �,. '. . ': +.;:� ..,<: coerjN�. .?— = . 1$7( .F� .,Z11 .::... -.. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813-PLAN 2681 -- LOT 23 HIDDEN PARADISE - E5) Top chord 2x4 SP #2 N 120 mph wind, 23.57 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 109 0.29 19.75 HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. 4X4= NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3X5�� 3X5% 8 7-0-7 20-7-0 1.5X4 III 3X8= 1.5X4111 2X4(Al) 2X4(Al) L2-0-0-j 10-0-0 _I, 10-0-0 _I 20-0-0 Over 2 Supports R=971 U=593 W=3.5" R=830 U=423 �pF E. 'Sq PLT TYP. Wave TPI Design Crit: TPI-1995 STD FLBC 19 •�•(1�1C,t�'rF FL 3 R - Scale =.3125" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLI AN e j BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUS LATE♦ TC LL 20.0 PSF REF R151-- 37995 1NSTiTUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES P OR Tp N/y• 04 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ACHE•U VV TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN BC DL 5.0 P S F D R W HCUSR151 03311015 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA ftE TV BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALL D OF �� BC LL 10.0 PSF HC-ENG MNM/NE A L P I N E BRACING OF TRUSSES. TNIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL 5 SPEC. 8Y AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) AST (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED ON �4 0F TOT.LD. 42.0 PSF SEAN- 30662 DESIGN, POSITION PER DRAWINGS 160A_'. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSI O �/��+ DUR.FAC. 1.25 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN M'U 1►tA L y Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER IVAIL rit,0 AWS SES. SPACING 24 0 ' JR F- 1S7 �;I Z11 .. . _. .r .. � -� ,, ; � , —, 1 -- mss.: .,;-- . -- ,., — .. _:. . — :. . THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813-PLAN 2681 - LOT 23 HIDDEN PARADISE - E6) Top chord 2x4 SP #2 N 120 mph wind, 23.57 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 72 0.29 6.15 BC 76 6.15 12.00 BC 93 12.00 19.75 HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. 5X7= NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 1.5X4111 3X5�� 8 8F_ 7-0-7 6X8= 5 5 20-7-0 5X5= 1.5X4111 2X4(Al) 2 X 5(A1) -51 L2-0-0-j 10-0-0 10-0-0 6-1-12 5-10-4 8-0-0 20-0-0 Over 2 Supports R=971 U=591 W=3.5" R=830 U=421 pF E. PLT TYP. Wave TPI Design Crit: TPI-1995 STD FLBC 1 �••'�1F1C •••': FL /3/-/-/R/- Scale =.3125" Ft. --WAR INV TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALL A i• • TC LL 20.0 PSF REF 8151-- 37996 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU PLAT• INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES IDR ? No. 04 • PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY TACF�ED 1� : TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. yy _IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E 11gIEra�O : BC DL 5.0 PSF DRW HCUSR151 03311016 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY F URE 10 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAL N ID e ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONA E k ATS 0� •� BC LL 10.0 PSF HC ENG MNM/NE SPEC. BY AF PA AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 201 16 (W,HS/K) AS +�• v. (W, K/HS) GAILY STEEL. APPLY PLATES TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED 0 T • O R,O ��� TOT.LD. 42.0 PSF SEQN- 30664 DESIGN, POSITION PER DRAWINGS 160A-2. ANY INSPECTION OF PLATES FOLLOWED BY (1) .SHALL B c/�_ ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSI •�•••�•"•••� DUR.FAC. 1.25 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A S/0 NAS k Haines City FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER tificate - nzatlo -- ANs SED. SPACING 24 0" JR F- 1S7Sl Z11 THIS DWG PREPARED FROM COMPUTER iWruf (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813-PLAN 2681 -- LOT 23 HIDDEN PARADISE - E7) Top chord 2x4 SP #2 N 120 mph wind, 23.57 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 72 0.29 6.15 BC 76 6.15 12.00 BC 93 12.00 19.71 5X7=- 1.5X4 11 X7=1.5X411 3X5o� 8 8 F- 7-0-7 6X8= J 5 5L— }20-7-0 5X5= 1.5X4111 rr 2 X 5(Al) % 2X4(Al) L2-0-0-3�-j 10-0-0 10-0-0 6-1-12 5-10-4 8-0-0 20-0-0 Over 2 Supports R=969 U=590 W=3.5" R=832 U=422 W=3.5" .ApF = SgY PLT TYP. Wave TPI Design Crit: TPI-1995(STD) /FLBC 1 C IFIC�4•�•••�Q FL -/3/-/-/R/- Scale =.3125" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALL A "" TC LL 20.0 PSF REF R151-- 37997 BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRU PLATT INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES IOR jb NO•�857�� ' TC DL 7.0 PSF DATE 11/07/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY TAC HAD STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E N*RjO B C D L 5.0 P S F D R W HCUSR151 03311017 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA URE %0 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTAL N MY O F '• ALPINEBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL E 1% A 4t BC LL 10.0 PSF HC-ENG MNM/NE SPEC, BY AGALV. AND TPI. ALPINE CONNECTOR PLATES ARE MAGE OF 20/16GA (W,HS/K) AS �" k. O R1�Pi\��+ TOTAD. 42.0 PSF SEQN- 30667 (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED 0 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL B " ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIO �/��• �� DUR.FAC. 1.25 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN �//O w L Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER tifiCB[C ..:., lZffiiOR ,.,.: '�. z.'.: " ®>.. :::. -,PA(-I— .. 4.o r.:: F '1 S 7 r.1 .::. (C0813-PLAN 2681 -- LOT 23 HIDDEN PARADISE E8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 23.57 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 110 0.29 19.71 4X4= 3X5�� 3X5,1 8 (— 8 7-0-7 �}20-7-0 1.5X4111 3X8= 1.5X4111 rr 2X4(Al) = 2X4(Al) L2-0-04;IJ I, 10-0-0 I 10-0-0 20-0-0 Over 2 Supports R=969 U=592 W=3.5" R=832 U=423 W=3.5" �pF �=Esgr PLT TYP. Wave TPI Design Crit: TPI-1995 STD FLBC 19 S1FfC�."'•.� FL - 3 - R Scale =.3125" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, IN' A' A TC LL 20.0 PSF REF 8151-- 37998 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUS PLATE• •: INSTITUTE. 583 D'ONOFR[0 DR., SUITE Z00. MADISON, WI 53719), FOR SAFETY PRACTICES OR Tr CQ w PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY TACH No.58SO4 : TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. :�L **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN N*R}',D ;7` B C D L 5.0 P S F D R W HCUSR151 03311018 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA URE }.0 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAL NG NT ALPINEBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL ti TE OF J� BC LL 10.0 PSF HC-ENG MNM/NE SPEC. BY AFBPAI AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) AS (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 /•�' �•'•`N� TOT.LID. 42.0 PSF SEQN- 30669 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (7) SHALL B ERS"• 0 R% ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING IND ICATES ACCEPTANCE OF PROFESSI •,� •.��"•"�+r'`V• DUR.FAC. 1.25 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A n 1rM`r Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER (j ;]£tate izauoD ANst - sec. CDArING '4.D" JR 1-S7!J1,I Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813 PLAN 2681 -- LOT 23 HIDDEN PARADISE - G1) Top chord 2x4 SP #2 N 120 mph wind, 22.61 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL=3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf. SPECIAL LOADS See DWGS A12030ECO203 & GBLLETIN0203 for more requirements. -(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.16 to 54 PLF at 0.00 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TC From 154 PLF at 0.00 to 154 PLF at 15.29 CHORD SPACING(IN OC) START(FT) END(FT) TC From 54 PLF at 15.29 to 54 PLF at 17.45 BC 75 0.29 15.00 BC From 4 PLF at -2.16 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 15.29 Deflection meets L/360 live and L/240 total load. BC From 4 PLF at 15.29 to 4 PLF at 17.45 Shim all supports to solid bearing. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND 4X4= + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 1.5X4111 1.5X4111 8 F- 3X3% + 5X7(R) III 8 3X3,-- 22-9-1 5-1-6 Ir 3X8% + 3X8, -3 5 1.5X4111 1.5X4111 5 + 20-7-0 2X4(Al) 2X4(A1)a L-2-0-0 ��E 5-7-12 �-iE 4-0-0� L-2-0-0 �E 7-7-12 7-7-12 _I 7-7-12 7-7-12 15-3-8 Over 4 Supports R=577 U=320 W=3.5" R=950 U=503 W=3.5" R=950 U=503 W=3.5" R=577 U=320 W=3.5" pFE.ESgr PLT TYP. Wave TPI Design Crit: TPI 1995 STD FLBC i "R1iFIC'q•" .- FL 3 R/- Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL A "4 TC LL 20.0 PSF REF R151-- 37999 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU PLATT pQ/�/� INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES IDR j0 NO•�py\/Y PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY TAC ID �* TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 7� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E *R'ZD B C D L 5.0 P S F D R W HCUSR151 03311019 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA URE `,0 " BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTAL N P1p OC +• ALPINEBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL E BC LL 10.0 PSF HC-ENG MNM/NE SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MAGE OF 20/16GA (W,HS/K) AS *• ^• O�,AS•i\_+ TOT LD. 42.0 PSF SEQN- 30678 (W, K/H S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED 0 V �+1 DE SiGN. POSITION PER DRAWINGS 160A-2. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL B *"•'•FtN{ ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIO L� DUR.FAC. 1.25 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN Q NAS V Il3trieS City,F1 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A r „y.:; crlAr l- G .....,.? F .:c,.. _ .57N�o-r. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813-PLAN 2681 - LOT 23 HIDDEN PARADISE G2) Top chord 2x4 SP #1 Dense 120 mph wind, 22.78 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 95 0.29 15.00 4X4= a � 8 5-5-10 5X7(R) III � 5 5 1 20-7-0 2X4(Al) 2X4(Al) L2-0-0---j —7-7-12 �E 7-7-12 15-3-8 Over 2 Supports R=763 U=475 W=3.5" R=763 U=475 W=3.5" �-1,-�'F E' . PLT TVP. Wave TPI Design Crit: TPI-1995 STD FLBC 1 'R��F��T°�� FL - 3 - R Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALL G AND"• BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU PLA1:I f� TC LL 20.0 PSF REF R151-- 38000 INSTITUTE, 583 D'ONOFRIO OR.. SUI7E 200, MADISON. WI 53719), FOR SAFETY PRACTICES IDR �0 No.58604 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY TACHED �* TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E *Rt. BC DL 5.0 PSF D R W HCUSR151 03311020 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA URE %0 " BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTAL N404 G OF ity BC LL 10.0 PSF HC-ENG MNM/NE ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL • A •Li- SPEC, BY AFAPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF OF (E LOCA) AS • ^� O RIO TOT.LD. 42.0 PSF SEON- 30680 (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AN UNLESS OTHERWISE LOCATED 0 F DESIGN. POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLONED RV (1) SHALL BE R ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIO �'] •" DUR.FAC. 1.25 FROM LR v i•s• Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN NAS Haines City FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER C D A( 7 C_ C 1 -Fs: IitiC3IC ,<, e:.nZBtlO .i.:N:.r. ANS SE .:.... .. *: . .:�, <„-,. ;. ..:- <.....-Io <..,s:.. :< ,: .;/I � :.:: .... � .. .'.. (C0813-PLAN 2681 LOT 23 HIDDEN PARADISE N1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 22.57 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL=3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf. (A) 1x4 #3 or better "T" brace. 80% length of web member. Right end vertical not exposed to wind pressure. Attach with 8d nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: #1 hip supports 7-0-0 jacks with no webs. CHORD SPACING(IN OC) START(FT) END(FT) TC 24 7.00 19.96 Deflection meets L/360 live and L/240 total load. BC 24 0.29 2.29 BC 22 2.29 3.79 BC 56 3.79 16.21 BC 22 16.21 17.71 BC 27 17.71 19.96 5X7= 1.5X4111 5X9= 5X5= 3X50 3X5�i s � 5-0-7 (A) 5-0-7 5X50 3X5= 3X8= 5X7- —1 s8 L_ 2 0 7 0 3X5(131) = 4X4= 6X6= 2X4III �-2-0-0� 7-0-0 12-11-8 2-3-8 1-6-0 12-5-0 1-6.0 2-3-0 19-11-8 Over 2 Supports R=1692 U=918 W=3.5" R=1775 U=906 W=3" V`..:� .. PLT TYP. Wave TPI Desi n .Crit: TPI-1995 STD FLBC 1 '(�FIC "'••.� FL -/3/-/-/R/- Scale -WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL �• 'i+ TC LL 20.0 PSF REF R151-- 38001 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU PLAT " INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES IDR t0 No. 0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY TAC1�0 '1/Y TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1. *;IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E I*iED ;7C B C D L 5.0 P S F D R W HCUSR151 03311021 PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY F LURE ATO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTA INC D ALPINEBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONA aOF BC LL 10.0 PSF HC-ENG MNM/NE SPEC. BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) A �iW, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATEDot QTOT.LD. 42.0 PSF SEON- 30682 DESIGN. POSTTION PER DRAWINGS 160A-Z. ANY INSPECTIONOF PLATES FOLLOWED BY (I) SHALL . "'`ANNEXA3 OF TPI 1-2.02SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSI •'� ........... DUR.FAC. 1.25 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A 4 Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING i5 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER R F . ::: -1,.,.,,::--- .,,.. U—. :--�..;..- r __�„::. 4 �;.� ;; Cne�ING.,-:'..:�-1-:r :.. J—.— ,- ,.�.57N �' :'-11 .; THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813 PLAN 2681 -- LOT 23 HIDDEN PARADISE - H2) Top chord 2x4 SP #2 N 120 mph wind, 23.23 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 24 9.00 11.00 BC 24 0.29 2.29 BC 22 2.29 3.79 BC 82 3.79 16.21 BC 22 16.21 17.71 BC 24 17.71 19.71 5X7= 4X4= 3X5-- 3X5 -1 8 8 F_ 6-4-7 3X50 3X5o� 5X5% 3X5= 3X8= 5X5= �I 8 8 L4X 20-7-0 4X4= 2X4(Al) = 4X4= 2X4(Al)= L-2-0-0� 9-0-0 J-2-0-0,1, 9-0-0 2-3-8 T 1-6-o r 12-5-0 1-6-0– 2 20-0-0 Over 2 Supports R=969 U=592 W=3.5" R=832 U=424 W=3.5" E=Esq PLT TYP. Wave TPI Design Crit: TPI-1995 STD FLBC 1 IFICA-p.. � FL - 3 - R - Scale =.3125" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTAL G AN BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TR PLA A TC LL 20.0 PSF REF R151-- 38002 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W[ 53719), FOR SAFETY PRACTICES IOR AD N0,58604 • PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY TTACSED TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "7[ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E ICED " BC DL 5.0 PSF D R W HCUSR151 03311022 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY F LURE�0 BUIL "4' AL P I N E BRACINGHOFTRUSSES IN TRUSSES. COTHISMDESIGNANCE ICONFORMSTH TPI: OWITHAAPPLICABGE PRODVISIONSSOFPNOSG(NATIONA D� OF •(,� B C L L 1 0.0 P S F H C-ENG M N M/N E SPEC. BY AF&P A) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W.HS/K) AS • O A�"•`yy`/ (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 O�, •• ` TOT.LD. 42.0 PSF SEQN 30684 DESIGN. POSITION PER DRAWINGS 160A-Z. ANV INSPECTION OF PLATES FOLLOWED BY (I) SHALL B y\�- "�" •r•,V ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS[0 /���` DUR.FAC. 1.25 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A ` M Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER If1CHiC ;:IZBLIOSI Ana. ANSI _... SE ;. :.::. ,;:. .. �, CDA('ING 941SS1 ....71--�. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813-PLAN 2681 -- LOT 23 HIDDEN PARADISE - H3) Top chord 2x4 SP #2 N 120 mph wind, 23.57 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 24 0.29 2.29 BC 22 2.29 3.79 BC 79 3.79 16.21 BC 22 16.21 17.71 BC 24 17.71 19.71 4X4= 3X5,1 8 8 3X5-- 7-0-7 3X50 3X54 5X5% 3X8= 5X5- _J 8 8 L_ 20-7-0 4X4= 2X4(A1) = 4X4= 2X4(Al)= L--2-0-0-j 10-0-0 ,I, 10-0-0 2-3-8 T 1-6 0 12-5-0 1-6—o r 2 20-0-0 Over 2 Supports R=969 U=591 W=3.5" R=832 U=422 W=3.5" pf'E.ES4r PLT TYP. Wave TPI Design Crit: TPI 1995 STD FLBC 1 : kR'(IF1C,q�"•�O FL -/3/-/-/R/- Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL AN D0 % TC LL 20.0 PSF REF R151-- 38003 BRACING. REFER TO HIR-9I (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU PLAT INSTITUTE, 583 D'ONOFRIO R. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES IOR T•+0 N0.58604 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CNDRD SHALL HAVE PROPERLY TACH�D :* TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. : �w **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN N RSD . B C D L 5.0 PSF D R W HCUSR151 03311023 PRODUCTS. [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA RE fr {}�'F BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALL &ot v• •� BC LL 10.0 PSF HC-ENG MNM/NE A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL Li_ SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) (W, K/HS) GALV. STEEL. APPLY PLATE TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON '• O RSO,•_``- TOT.LD. 42.0 PSF SEQN- 30686 DESIGN. POSITION PER DRAWINGS 160A-2. ANY IN OF PLATES FOLLOWED BV (I) SHALL BE ♦�• U ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION DUR.FAC. 1.25 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND At- VVV Haines City,FL 33844 USE OF THIS'EOMPO NENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D °A r I N G '" ' _'ticate cS zahon aANSI THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. (C0813-PLAN 2681 -- LOT 23 HIDDEN PARADISE - H4) Top chord 2x4 SP #2 N 120 mph wind, 23.57 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 110 0.29 19.71 4X4= 3X5�� 3X511 8 8 F_ 7-0-7 �} 20-7-0 1.5X4 III 3X8= 1.5X4 III r 2X4(Al) = 2X4(Al) L2-0-0->j I, 10-0-0 _I, 10-0-0 _I 20-0-0 Over 2 Supports R=969 U=592 W=3.5" R=832 U=423 W=3.5' PLT TYP. Wave TPI Design Crit: TPI-1995 STD FLBC 1 3' CA FL/-/31-/-/R/- Scale .3125" Ft. *"WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTAL G At(� TC LL 20.0 PSF REF R151 38004 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TR PLgE No.�4�o w INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES RIOR�0 Y PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY TTACQED * TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E I EE%-ED B C D L 5.D P S F D R W HCUSR151 03311024 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY F LURE�0 C BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTAL NO Q F '�— ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONA a�R BC LL 10.0 PSF HC-ENG MNM/NE SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) AS .t •�. (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 • RlO �` TOT.LD 42.0 PSF SEQN- 30688 DESIGN. POSITION PER DRAWINGS 160A-2. ANV INSPECTION OF PLATES FOLLONEO BV (1) SMALL 8 ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIO //1 ��"� DDR.FAC. 1.25 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN (0 NA Haines City,EL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI ,. " _ SI ," .0" JR N 'll THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813-PLAN 2681 -- LOT 23 HIDDEN PARADISE - H5 2- PLY) Top chord 2x4 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x6 SP #1 Dense Webs 2x4 SP #3 NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 5" o.c. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at 0.00 to 54 PLF at 20.00 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 30 PLF at 0.00 to 30 PLF at 20.00 IN EACH ROW TO AVOID SPLITTING. BC 830 LB Conc. Load at 0.94, 2.94, 4.94, 6.94, 8.94 (1) 1/2"—bolts MAY BE USED FOR (2) 0.1310.0_g_nails ON BC 819 LB Conc. Load at 10.94 THE BOTTOM CHORD ONLY. DO NOT BOLT 2X4 MEMBERS. BC 1779 LB Conc. Load at 12.94 120 mph wind, 24.29 ft mean hgt, ASCE 7-98, CLOSED bldg, not IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: located within 4.50 ft from roof edge, CAT II, EXP B, wind TC CHORD SPACING(IN OC) START(FT) END(FT) DL=3.5 psf, wind BC DL=2.5 psf. BC 114 0.29 19.71 Deflection meets L/360 live and L/240 total load. 4X4(R) III 3X541 3 X 5,$-�� 8F 8 7-0-7 +20-7-0 3X8(Bl) = 3X6111 5X7= 3X6111 3X8(131) _ I_ 10-0-0 J— 10-0-0LIE ,I 20-0-0 Over 2 Supports R=4987 U=2581 W=3.5" R=3441 U=1805 W=3.5" pF t:.E PLT TYP. Wave TPI Design Crit: TPI-1995 STD FLBC 19 '''ZI�lC�•'•*.F FL - 3 R - Scale =.3125" Ft. **WARNING* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLI A ° TC LL 20.0 PSF REF R151-- 38005 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUS LATER INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES P OR Tit w'/� Q i^, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ACW1P NO-58604 = TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN N*; �' * B C D L 5.0 P S F D R W HCUSR151 03311025 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FA RE Yjl ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. PROVISIONS SHIPPING, INSTAL G 0� •� BC LL 10.0 PSF HC-ENG MNM/NE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH TH APPLICABLE PROVISIONS OF NDS (NATIONAL SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MAGE OF 20/16GA (W,HS/K) AS (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED TOT.LD. 42.0 PSF SEON- 30690 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL B �" O R ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON TH1S ONAWING INDICATES ACCEPTANCE OF PROFESSIO DUR.FAC. 1.25 FROM LR ..�.•+� � Alpine Engineered Products,IC1C. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRU55 COMPONENT DESIGN SHOWN. THE SUITABILITY AN S n Haines Cit FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER (I .,... .... _: ae�ale izat,on - ANSI SE �porING 94.0 JR F- T.S7N rl Z11 ._ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813-PLAN 2681 -- LOT 23 HIDDEN PARADISE - 7'EJ) Top chord 2x4 SP #2 N 120 mph wind, 12.08 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=3.5 psf, wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 75 0.29 7.00 14-9-6 R=157 U=222 8 5-0-7 5-0-7 }10-1-2 rr R=101 U=180 2X4(Al) L-2-0-0� 7-0-0 7-0-0 Over 3 Supports R=451 U=257 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FLBC 19 •&V� FlCgQ1-:U FL 3 R - Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL AN �• TC LL 2Q.Q PSF REF R151-- 38006 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUS PLATE: Q INSTITUTE, 113 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES OR TD NO"58604 � PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY TA CH P•D :y TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 7� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN N • • B C D L 5.0 P S F D R W HCUSR151 03311026 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN DEVIATION FROM THIS DESIGN; ANY FA RE IT BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALL Q, O� •� BC LL 10.0 PSF HC-ENG MNM/NE A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL S �� SPEC, BV AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) AS •C O R�OTOT.LD. 42.0 PSF SEQN 30694 (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON DESIGN, POSITION PER DRAWINGS 160A-Z. AMY INSPECTION OF PLATES FOLLONED BY (I) SHALL BE 'I (� p g ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIO •.••�� DURFAI.. 1.25 FROM LR ••••••� Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER s 4 NAS �7 is 1i1CBte lZatiOD ,y.. ANSI ._:, .::..SE �y `:'I" •,> --t—,:. _;;.,..::- �, ,:I.. ::: COA!'I i.S7N THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813-PLAN 2681 -- LOT 23 HIDDEN PARADISE - 7'HJ D45) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL=3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 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) BC 75 0.29 9.84 Deflection meets L/360 live and L/240 total load. -14-9 5 R=225 U=202 3X5 5.66 5-0-1 5-0-1 0-4-7 -T- u -410 R1 382 U=180 1.5X4111 3X3= 2X4(A1) —2-9-15-- 9-10-1 Over 3 Supports R=528 U=328 W=4.2" E. PLT TYP. Wave TPI Design Crit: TPI 1995 STD FLBC 19 �1Fr1C++"'r� FL -/3/-/-/R/- Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALL + BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU PLATj� ♦. TC LL 20.0 PSF REF R151 38007 INSTITUTE, 583 D'ON0 FRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES IDR N�+C(yC(�w PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE P0.0PER11 TACO VVZ/N♦T ` TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E I*1jD .• BC DL 5.0 PSF D R W HCUSR151 03311027 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV F URE♦f0 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAL NG mD �� BC LL 10.0 PSF HC-ENG MNM/NE A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONA A SPEC, BV AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) AS (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED T TOT.LD. 42.0 PSF SEON- 30704 DESIGN, POSITION PER DRAWINGS I60A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL 8 ANNEX A3 OF TPf I-2002 SEC. 3. A SEAL ON THIS DRAWING IN01CATES ACCEPTANCE OF PROFESSI ♦ +++++ "+♦♦++♦ DUR FAC. 1.25 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY Haines City,Fl- 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER � ` OA/'ING 0A .D" JR S7N '.11 'ficate za[ion ANSI SEC. 2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813-PLAN 2681 - LOT 23 HIDDEN PARADISE - 5'CJ 2L 2R) Top chord 2x4 SP #2 N 120 mph wind, 11.41 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=3.5 psf, wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 57 0.29 5.00 13-5-6 sR=98 U= 80 � 3-8-7 3-8-7 10-1-2 R=65 U=180 2X4(Al) L---2-0-0� �5-0-0 Over 3 Supports R=378 U=257 W=3.5" SAF E:Esq y PLT TYP. Wave TPI Design Crit: TPI 1995 STD FLBC ix— 4�• IFICA••''•�0 FL 3/- R/- Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL A • • TC LL 20.0 PSF REF R151 38008 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU PLAT �y (� INSTITUTE, 583 D'ONOFR[0 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES IDR j�0 NO•5V6N4 • TC DL 7.0 PSF DATE 11/07/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY TA CfD STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E I*jD B C D L 5.0 P S F D R W HCUSR151 03311028 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY F URE =0 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTAL N RP TE OF .•("�ti ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL E R �`/ BC LL 10.0 PSF HC ENG MNM/NE SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W.HS/K) AS /A- (W, KI S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 • O�,O `� TOT.LD. 42.0 PSF SEON- 30710 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL B • •••-•-••*•• ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS'0 /� C� DUR.FAC. 1.25 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A ,I/NAS-y Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER V cDAr4 .0" L1R 1 1 � if Od[e THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813-PLAN 2681 -- LOT 23 HIDDEN PARADISE - 3'CJ 2L 2R) Top chord 2x4 SP #k2 N 120 mph wind, 10.74 ft mean h9t, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP ##2 N Located anywhere in roof, CAT II, EXP B, wind TC DL=3.5 psf, wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 33 0.29 3.00 ,&.12-1-6 81 I I-- R=25 U 80 T 2-4-7 2-4-7 10-1-2 R=28 U=180 2X4(A1) �--2-0-0--j 3-0-0 Over 3 Supports R=320 U=282 W=3.5" PLT TYP. Wave TPI Design Crit: TPI 1995 STD FLBC 1 FL 3 R Scale —.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTAL G AN� • •= TC LL 20.0 PSF REF R151 38009 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TDI (TRU PLA'`E e INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES IOR f0 N0,58604 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY TACgfD ;* TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E I E Id€D BC DL 5.0 P S F D R W HCUSR151 03311029 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANV DEVIATION FROM THIS DESIGN: ANY F U/RE�JO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTAL Nvy N4 OF ^r`1/ ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL Ems• A BC LL 10.0 PSF HC ENG MNM/NE SPEC. BY AFBPA) ANO TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) AS •• (W. K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 • O Ft TOT.LD. 42.0 PSF SEQN- 30712 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE •••���••..•yam` ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSI0 /(] L� OUR FAC 1.25 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND (�NA Haines City,PL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER C P A r idcBle )Z3I100 ANSI - .SEQ. o ING �.0" JR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813 PLAN 2681 -- LOT 23 HIDDEN PARADISE - 1'CJ 5L 5R) Top chord 2x4 SP #2 N 120 mph wind, 10.08 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL=3.5 psf, wind BC DL=2.5 psf. PROVIDE (3) 16d TOE-NAILS AT TOP CHORD. PROVIDE (3) 16d TOE-NAILS AT BOTTOM CHORD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 9 0.29 1.00 ;2X4 F_ 10-9-6 TT 1-0-7 1-0-7 10-1-2177- —� (A1) = �-2-0-0--j 1-0-0 Over 3 Supports R=407 U=554 W=3.5" yaAFF7 " PLT TYP. Wave TPI Design Crit: TPI 1995 STD FLBC 1 C•• L FL 3 R Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU PLATd p /� •= TC LL 20.0 PSF REF R151-- 38010 INSTITUTE, 583 D'ONQFRIO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES IDR0 �� 5vr�Y PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY TACH•'�D v�y// : TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. y **1MPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E 11*tRED • BC DL 5.0 PSF D R W HCUSR151 03311030 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY F LURE ZrO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTAL N OD fl� •i� BC LL 10.0 PSF HC-ENG MNM/NE ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONA E SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) AS O�•• (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED •O �, TOT.LD. 42.0 PSF SEON- 30714 DESIGN, POSITION PER DRAWINGS 160A-2. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL B • �• ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSI •�•+•'•••• DUR.FAC. 1.25 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A , Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER I N G E '..;;. .. ". �._..-:�... nA(` �lA , .'1� .:..:_ (C0813-PLAN 2681 LOT 23 HIDDEN PARADISE 7'EJ TRAY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 22.57 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L1240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 24 0.29 2.29 BC 22 2.29 3.79 BC 39 3.79 7.00 +25-3-4 R=69 U=180 3X501 8 F— 4-0-7 3X5 21-7-0 4X4—= R=188 U=180 J 8 20-7-0 4X4=- 2X4(Al) X4=2X4(A1) L2-0-0--J 2-3-8 1-6-0 3-2-8 E:E 7-0-0 Over 3 Supports R=451 U=256 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FLBC 1 �FtCAN FL - 3 R Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALL A �� ' TC LL 20.0 PSF REF R151-- 38011 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU PLAT pr w INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES IDR jU NO•�QVOY PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY TACH=D :y TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 7� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E N*'jD • B C D L 5.0 P S F D R W HCUSR151 03311035 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA URE t,0 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTAL TE OF :t� BC LL 10.0 PSF HC-ENG MNM/NE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF No (NATIONAL E . ♦� SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) AS (W. K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 O R1O�'`� TOT.LD. 42.0 PSF SEQN- 30696 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL B •••.._.••*� ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIO SpNA�-G� DURJAC. 1.25 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN �r Haines City FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER I.rPre;ficate of rhnr:anon# (.7 ANSI/T I 1 SEC. 2. CC) TNG '".0" JRE 'STN �11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813-PLAN 2681 -- LOT 23 HIDDEN PARADISE - 7'HJ D45 TRAY) Top chord 2x4 SP #2 N 120 mph wind, 22.58 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 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) BC 35 0.29 3.18 Deflection meets L/360 live and L/240 total load. BC 27 3.18 5.24 BC 55 5.24 9.84 25-3-3 R=205 U-184 3X5e- 3X5% 5.66 4-0-1 21-7-0 0-4-7 4X4= R=402 U=180 5.83 20-7-0 4X4= 5X5= 2X4(A1) -2-9-15- 3-2-2 2-0-11 4-7-3 9-10-1 Over 3 Supports R=528 U=328 W=4.2" E. 4"�1FICAA ccs PLT TYP. Wave TPI Design Crit: TPI-1995 STD FLBC 19 FL 3 - R - Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALk DS BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUAP TC LL 20.0 PSF REF R151-- 38012 INSTITUTE. 503 D'ONOFRIO DR., SUITE 200. MADISON, WI 53119). FOR SAFETY PRACTICEST N0.58604 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL MAYE PROPERLYP S, TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN : BC DL 5.0 P S F D R W HCUSR151 03311031 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA �T� O BUILD THE TRUSSES IN OR WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTAL6 BC LL 10.0 PSF HC-ENG MNM/NE A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONALA_ SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W.HS/K) A • • (W, K/MS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATEDO ��+�..�`� TOT.LD 42.0 PSF SEON- 30700 DESIGN, POSITION PER ORANINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHAL ANNE A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROF /O��l'Y\_ DURFAC 1.25 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABID 4 MMM Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, 11 Al '1A N ificate IzahoD - ANSI sE�. ov ING 0 JR STN ?11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813-PLAN 2681 -- LOT 23 HIDDEN PARADISE - 5'CJ 2L 2R TRAY) Top chord 2x4 SP #2 N 120 mph wind, 21.90 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L1240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 24 0.29 2.29 BC 23 2.29 3.85 BC 14 3.85 5.00 1.5X4111 23-11-4 R=146 U 180 3X5 8 � 2-8-7 3-8-7 21 R=1 R=17 U=180 8 5X5% 20-7-0 4X4= 2X4(Al) LE�:-2-0-0� 2_3_8 1-6-0-1 1-2-8 �5-0-0 Over 3 Supports R=378 U=256 W=3.5" p,F E. •'•�1FIC'' F PLT TYP. Wave TPI Design Crit: TPI-1995 STD FLBC 1 R qT'••� FL 3 R - Scale –.375"/Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL ANDD •_ TC LL Z0.0 PSF REF R151 38013 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU PLAT No.58504 INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES IDR 1.0 V 0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY TACH.TD J. TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 7C **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN D i BC DL 5.0 PSF D R W HCUSR151 03311036 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA URE Or BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTAL w®Nb TE OF ; gC LL 10.0 PSF HC-ENG MNM/NE ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL Li_ SPEC. BY AT ANO TPI. ALPINE CONNECTOR PLATES ARE MAGE OF 20/16GA (W,HS/K) AS A 1N�A/ (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON ^- O�,O•i�`` TOT.LD. 42.0 PSF SEQN- 30706 DESIGN. POSITION PER DRAWINGS I60A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE '• •"� C'` ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIO ,�rYQt'y\� DUR.FAC. 1.25 FROM LR Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND VVV P 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Alpine Engineered Haines City,FL.zation ANS I se— --t: c D A I N G o n THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813-PLAN 2681 - LOT 23 HIDDEN PARADISE - 3'CJ 2L 2R TRAY) Top chord 2x4 SP #2 N 120 mph wind, 21.23 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL=3.5 psf, Webs 2x4 SP #3 wind BC DL=2.5 psf. 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 24 0.29 2.29 BC 10 2.29 3.00 1.5X4111 22-7-4 Z4( F_ R=42 U= 80 1 10-12 2-4-7 21-0-11 LV 20 R—1j U=180 1 8 X4= L-2-0-0� 2 3 8�� 3-0-0 Over 3 Supports R=320 U=282 W=3.5" M• PLT TVP. Wave TPI Design Crit: TPI 1995 STD FLBC 1 •�'�1FIC,q••''•�a FL 3 - R - Scale -WAR TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAL G A 117 • TC LL 20.0 PSF REF 8151-- 38014 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRU PLAI•! �y Q(�/� INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES IOR:0 NG•�vLYY � PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY TACIED V :y TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y 7[ "IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E II*ISED BC DL 5.0 PSF DRW HCUSR151 03311032 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY F URE g0 BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING, SHIPPING, INSTAL 1`De- 9 O '•Q ALPINE BRACING OF TRUSSES. THIS DESIGN C0NF0RMS WITH APPLICABLE PROVISIONS OF NDS (NATIONA yF.• [� BC LL 10.0 PSF HC-ENG MNM/NE SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/06GA (W,HS/K) AS • (W, GHHS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 • � � TOT.LD. 42.0 PSF SEQN- 30708 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED RY (17 SHALL B Qs� _ P g ANNEX A3 OF iP] 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSI / "••C.� DUR.FAC. 1.25 FROM LR Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A �/ O A!A Ines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY 0 F THE BUILDING DESIGNER, PER rYA Alpine IHaiftCB[C <. ZdiIOD ANSI ^.„.,,45E - ,�A.,r:I� �:^ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813-PLAN 2681 -- LOT 23 HIDDEN PARADISE - 3'EJ B1) Top chord 2x4 SP #2 N 120 mph wind, 8.74 ft mean hgt, ASCE 7-98, CLOSED bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP B, wind TC DL=3.5 psf, wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 33 0.29 3.00 gh� 10-1-6 sR=25 U 80 � I 2-4-7 2-4-7 8-1-2 R=28 U=180 2X4(Al) L-2-0-0� 3-0-0 3-0-0 Over 3 Supports R=320 U=182 W=3.5" �pF E.ES'..�, PLT TYP. Wave TPI Design Crit: TPI-1995 STD FLBC 1 .•'••'�IFtC,q"•••F FL 3 R - Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALL A .• TC LL 20.0 PSF REF R151 38015 BRACING. REFER TO HIB-91 (HANOLING INSTALLING ANO BRACING). PUBLISHED .' TI (TRU PLATF f INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES IDR :(1 No,G SO4 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY TACID 1� J TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E I*FfD s BC DL 5.0 PSF DRW HCUSR151 03311033 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY F URE IFO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTAL N 'f' Q� �� BC LL 10.0 PSF HC-ENG MNM/NE A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONA E SPEC. BV AFBPAI AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) AS :• A OVI���/ .7 (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 F•• O Vt TOT.LD. 42.0 PSF SEQN- 30692 DESIGN. POSITION PER OR AWINGS 160A-Z. ANY INSPECT IO NOF PLATES FOLLOWED BY (I) SHALL B K _ •�• ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSI • •••.•."G� OUR.FAC. i 25 FROM LR Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A �//1►!A t y Haines City FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER V NA CPA/ ING )4 0., IfICBtC Z3ti00 ANSI SEC. .a: . . -- ." - - - - -- .a . . : -- - THIS DWG PREPARED FROM COMPUTER INPUI (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. (CO813-PLAN 2681 -- LOT 23 HIDDEN PARADISE - 3'HJ D45 Bl) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, wind BC DL=2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Hipjack supports 3-0-0 setback jacks with no webs. BC 47 0.29 4.18 Deflection meets L/360 live and L/240 total load. 10-1-5 R=6 U= 5.66 FTO T — 2-4-1 2-4-1 0-4-7 8-1-2 R R=21 U=180 2X4(A1) -2-9-15-1 4-2-3 s4-2-3 Over 3 Supports R=302 U=222 W=4.2" •�1�F E-.E PLT TVP. Wave TPI Design Crit: TPI-1995 STD FLBC 1 �j�'SiFjC'9•••'•�Q FL - 3 -/R/- Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAL G A - • TC LL 20.0 PSF REF R151 38016 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TR PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES RIOR�0 NO-58604 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY TTACaED S* TC DL 7.0 PSF DATE 11/07/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y 7[ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E IRLESED • B C D L 5.0 P S F D R W HCUSR151 03311034 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY F LURE-.TO O� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTA I D ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONA O Qy BC LL 10.0 PSF HC ENG MNM/NE SPEC. BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) A Pte• (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED ••% RSO••+� TOT.LD. 42.0 PSF SEQN- 30717 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL f1 ANNE A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSI DUR.FAC. 1.25 FROM LR WN THE SUITABILITY A Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHO E Haines Cit FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER City, _ _ o Nay — ;. A—5' Ste:,....,.,— . . — : .. ,— ;:.,.:; i.— r I " '�— J RF SI N �' 71 , ificate zatron ASCE 7-98: 120 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE (1) 1X4 "L" BRACE - (1) 2X4 "L" BRACE . (2) 2X4 "L" BRACE •• (1) 2X6 "C' BRACE • (2) 2X6 "L" BRACE •• GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B E"� #1 /_#2 3' 7" 6' 3" 6' 5" 7' 4" 7' 7" 8' 9" 9' 0" 11' 7" 11' 11" 13' 9" 14' 0" BRACING GROUP SPECIES AND GRADES: S P F #3 3' 6" 5' 5" 5' 5" 7' 2" 7' 2" 8' 9" 8' 9" 11' 1" 11' 1" 13' 9" 13' 9" GROUP A: HF STUD 3' 6" 5' 4" 5' 4" 7' 1" 7' 1" 8' 9" 8' 9" 11' 1" ll' 1" 13' 9" 13' 9" W 11 STANDARD 3' 6" 4' 7" 4' 7" 6' 1" 6' 1" 8' 2" 8' 2" 9' 6" 9' 6" 12' 11" 12' 11" SPRUCE-PINE-FIR HEM-FIR 1 2 STANDARD 2 STUD #1 3' 11" 6' 3" 6' B" 7' 4" 7' 11" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" 3 STUD 3 STANDARD s P #2 3' 10" 6' 3" 6' 8" 7' 4" 7' 11'__ 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" #3 3' 8" 5' 6" 5' 6" 7' 4" 7' 4" 8' 9" 9' 3" 11' S" 11' 5" 13' 9" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE DFL -STUD 3' 8" 5' 6" 5' 6" 7' 3" 7' 3" 8' 9" 9' 3" 11' 3" 11' 3" 13' 9" 14' 0" 3 3 STUD STUD STANDARD 3' 7" 4' 9" 4' 9" 6' 3" 6' 3" 8' 5" 8' 5" 9' 9" 9' 9" 13' 2" 13' 2" STANDARD STANDARD SPF #1 / #2 4' 1" 7' 1" 7' 4" 8' S" 8' 8" 10' 1" 10' 4" 13' 3" 13' 7" 14' 0" 14 0" #3 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1" 13' 3" 3' 3" 14' 0" 14' 0" H F STUD 4' O" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1" 13' 3" 13' 3" 14' 0" 14' 0" GROUP B: C) 11 STANDARD 4' 0" 5' 8" 5' 8" 7' 6" 7'-6" 10' I" 10' 1" 11' 8" 11' 8" 14' 0" 14' 0" #1 4' 6" 7' 1" 7' 8" 8' 5" 9' 1" 10' 1" 10' 10" 13' 3" 1 14' 0" 14' 0" 14' 0" 1 & BR & BTR sP #2 4' S" 7' 1" 7' 8" 8' S" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" 1 DFL STUD 4' 3" 6' 9" 6' 9" 8' 5" 8' 10" 10' 1" 10' 7" 13' 3" 13' 9" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 4' 1" 5' 10" 5' 10" 7' 8" 7' 8" 10' 1" 10' 3" 11' 11" 11' 11" 14' 0" 14' 0" #1 / #2 4' 7" 7' 10" 8' 1" 9' 3" 9' 6" 11' 1" 11' 5" 14' 0" 14' 0" 14' 0" 14' 0" 2 2 d s P F #34' 5" 7' 8 7' 8" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" `J STUD 4' " 7' 7" 7' 7 14 0 14 0 " 9' 3" 9' 3" 11' 1" 11' 1" ' " ' " HF 5 14' 0" 14' 0" O H STANDARD 4' 5" 6' 7" 6' 7" 8' 8" 8' 8" 11' 1" 11' 1" 13' 5" 13' 5" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: #1 5' 0" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' 11" 14' 0" 14' 0" 14' 0" 14' O" Sp #2 4' 10" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' 11" 14' 0 11 14' 0" 14' 0" A40 LIVE LOAD DEFLECTION CRITERIA IS L/240. #3 4' 8" 7' 10" 7' 10" 9' 3" 9' 9" 11' 1" 11' 8" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 105 PLF OVER DFLSTUD 4' 8" 7' 9" 7' 9" 9' 3" 9' 9" it' 1" 11' 8" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TO DEAD LOAD). STANDARD 4' 7" 6' 8" 6' 8" 8' 10" 8' 10" 11' 1" 11' 5" 13' 9" 13' 9" 14' 0' GABLE END SUPPORTS LOAD FROM 4' 0" 3YMM � OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUTi + PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH IOd NAILS. GABLE TRUSS 2X4 #2N OR BETTER * FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. DIAGONAL BRACE OPTION: L + **IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. " * FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. VERTICAL LENGTH MAY BE 18 DOUBLED WHEN DIAGONAL L L + IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. BRACE IS USED. CONNECT "L" BRACING MUST BE A MINIMUM OF 807. OF WEB DIAGONAL BRACE FOR 740# BRACE MEMBER LENGTH. AT EACH END. MAX WEB ** TOTAL LENGTH IS 14'. GABLE VERTICAL PLATE SIZES 2X4 SP OR DF-L STUD T VERTICAL LENGTH NO SPLICE OR #3, SPF #1/#2. H-F #2 18" * LESS THAN 4' 0" 1X4 OR 2X3 VERTICAL LENGTH SHOWN IOR BETTER DIACONAL L + + + GREATER THAN 4' 0", BUT 2X4 IN TABLE ABOVE. BRACE; SINGLE OR J _ _ [}_,___ LESS THAN 11' 6" DOUBLE CUT (AS SHOWN) IT Li M Li AT UPPER END. GREATER THAN il' 6" 2.5X4 CONTINUOUS HEARIN + REFER TO COMMON TRUSS DESIGN FOR 1 PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR L LENGTH. MIDPOINT OF VERTICAL WEB. A.�• ••�v -.WARNING-. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING G'� ' .: REF ASCE7-98-GAB12015 AND BRACING, REFER TD HIB-9] (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS f Y PLATE INSTITUTE, 583 DUNDFRIO DR., SUITE 2D0, MADISON, WL 53719) FOR SAFETY PRACTICES i PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TO CHORD SHALL HAV pc /� DATE 02/18/03 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE o•58604 RIGID CEILING, * DRWG A12015ECO203 ..IMPORTANT.. FURNISH COPY OF THIS DESIGN T❑ INSTALLATION CONTRACTOR. ALPINE ENGINEE y 7ALPINE PRODUCTS, IN SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIEU 7� —ENG TO BUILDTHE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLI /fir •� & BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL �TT(� 7� .� DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16 GA (W,H/S 1 1(�]/N ASTM A 6503 GRADE 40/60 (WF/H,S) GALV. STEEL, APPLY PLATES TO EACH FACE OF TRUSS AND. • MAX. TOT. LD, 60 PSI' UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION ❑ s ALPINE ENGINEERED PRODUCTS,INC. PLATES FOLLOWED BY 'D SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC, 3, A SEAL ON THIS %..40 O - POMPANO BEACH,FLORIDA DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE S •. \7 _ .� TRUSS COMPONENT DESIGN SHAWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILD WG IS THF RFSPONSIDD ITY OF THE BUILDING DESIGNER, PER ANSI/TPI I SEC. 2. ���NA� `� MAX. SPACING 24.0" /� 2X6 "T" GABLE D E T AIL GABLE VERTICAL PLATE SIZES REINFORCING SYM. 2X4 RC + FOR LET-IN VERTICALS VERTICAL LENGTH PLATE [F PLATES REINFORCING ABOUT BETWEEN CHORDS SIZE OVERLAP* MEMBER LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL 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: 2*2X4 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE GABLE + 2X8 APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR VERTICAL SBCCI WIND LOAD. LENGTH TYP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED "C" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 % _10% + 15 FT 2x6 40 % 50 % 110 MPH 2x4 10 % 10 % 30 FT 2x6 50 % 50 % Cl 100 MPH 2x4 10 % 10 % 15 FT 2x6 30 % 50 % PN 100 MPH 2x4 10 % 10 % rl 30 FT 2x6 40 % 40 % 90 MPH 2x4 20 % 10 % + + PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 15 FT 2x6 20 % 40 % ATTACH EACH "T" REINFORCING MEMBER WITH 90 MPH 2x4 10 % 10 % RIGID SHEATHING HAND DRIVEN NAILS: 30 FT 2x6 30 % 50 4 TOENAILS 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 10 % 20 % AND BOTTOM CHORD. 15 FT 2x6 10 % 30 % „T„ GUN DRIVEN NAILS — 0.131" X 3 80 MPH 2x4 20 % 10 % REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 % 40 % MEMBER 70 MPH 2x4 0 % 20 % THIS DETAIL TO BE 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 % 20 % GABLE TOENAILS A11015ENO699, A10015EN0699, A09015EN0699, A08015ENO699, A07015EN0699 30 FT 2x6 10 % 30 % TRUSS SPACED AT 4' O.C. Al103OEN0699, A10030ENO699, A0903OEN0699, A08030EN0699, A07030EN0699 EXAMPLE: ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 MEAN ROOF HEIGHT = 30 FT A13030ECO901, A1203OECO901, A11030EC0901, A10030ECO901, A08530ECO901 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015EN0699, S10015EN0699, S09015ENO699, S08015EN0699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030EN0699, S10030ENO699, S0903OEN0699, S08030ENO699, S07030EN0699 (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 �� E• �� VERTICAL LENGTH. C '��,.•• •D EPLACES DRAWINGS GAB98117 876,719 & HC26294035 .WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING. REF LET-IN VERT AND BRACING, REFER 7❑ HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS `_ j PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAV QQ�cj a DATE 02/18/03 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE Y•�•+>L7o RIGID CEILING * DRWG GBLLETIN0203 -IMPORTANT FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGIN * i PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAI ALPINE T❑ BUILD THE TRUSS IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, INSTALL •(�+ -ENG DLJ/KAR & BRACING ❑F TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS DF NDS (NATIONAL •' STA' ik • A DESIGN SPEC, BY AF&PA) AND 7P1. ALPINE CONNECTER PLATES ARE MADE OF 20/18/16 GA (W,H/S : %+ 1 I •�Lam_ ASTM A653 GRADE 40/60 (W,K/H,S) GALV. STEEL, APPLY PLATES TO EACH FACE OF TRUSS AND, ' ~/ MAX TOT. LD. 60 PSF UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION 0 p ALPINE ENGINEERED PRODUCTS,INC. PLATES FOLLOWED BY (ll SHALL BE PER ANNEX A3 GF TPI 1-2002 SEC. 3. A SEAL ON THIS F1 (`.�� POMPANO BEACH,FLORIDA DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE es• G_`�✓ DER" FAC' ANY TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY ���Na� VMAX SPACING 24.0' BU[LBNL, IS THE RESPONSIBILITY ❑F THE BUILDING DESIGNER, PER ANSI/TPI I SEC. 2. ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE (1) 1X4 "L" BRACE ' (1) 2X4 ••L" BRACE • (2) 2X4 "L" BRACE " (1) 2X6 '•L" BRACE • (2) 2X6 "L" BRACE •• GABLE VERTICAL NO SPACING SPECIES I GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B rNrH� #1 / #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" BRACING GROUP SPECIES AND GRADES: �J S P F #3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" GROUP A: F STUD 3' 4" 4' 10' 4' 10' 6' 5' 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" H W Q 11 STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11' 8" 11' 8" 1 2 STANDARD 2 STUD SPRUCE-PINE-FIR HEM-FIR #1 3' 9" 5' 11" 6' 4" 7' 0" T 0'6" 8' 4" 8' it" 1 11" 11' 10" 13' 1" 14' 0" 3 STUD 3 STANDARD Sp #2 3' 8" 5' 11 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" #3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" DOUGLAS FIR-LARCH SOUTHERN PINE (\l DFL STUD 3' 6" 4' 11" 4' 11 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" STUDSTUD Q STANDARD 3' 4" 4' 3" 4' 3" 5 8" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' i1" STANDARD STANDARD C #1 / #2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" [--+ SPF F #3 3' 10" 6' 0" 6' 0" 7' 11 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" 7� STUD 3' 10" 5' 11" 5' 11" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" GROUP B: W0 HF STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" c #1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" HEM-FIR S P #2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" 1 & BTR 1 W #3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" D F L STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" #1 / #2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" 2 2 S P F #3 4' 2" 6' 11" 6' 11" B' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" Q 7 T F STUD 4' 2" 6' 11" 6' 11 B' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" Q 11 STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2' 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: #1 4' 8" 7' 5" 8' O" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" - sP #2 4' 7" 7' 5" 8' U" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. #3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER -- DFL STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14 0" 14 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 8' 0" 10' 6" 10' 9" 12' 5" 12' 5" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" SYMM OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUTPLYWOOD OVERHANG. + ATTACH EACH "L" BRACE WITH IOd NAILS. GABLE TRUSS 2X4 //2N OR BETTER # FOR (1) •'L" BRACE: SPACE NAILS AT 2" O.C. T IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE T + **FOR (2) ••L'• BRACES: SPACE NAILS AT 3" O.C. DOUBLED WHEN DIAGONAL 18 # IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. + BRACE IS USED. CONNECT ^L° -}- "L•' BRACING MUST BE A MINIMUM OF 807 OF WEB DIAGONAL BRACE FOR 870# BRACE MEMBER LENGTH. AT EACH END. MAX WEB ## TOTAL LENGTH IS 14'. GABLE VERTICAL PLATE SIZES 2X4 SP OR DF-L #2, OR BETTER DIAGONAL T VERTICAL LENGTH NO SPLICE VERTICAL LENGTH SHOWN BRACE; SINGLE OR 18 # + GREATER THAN 4' 0", BUT+ LESS THAN 4' 0" 1X4 OR 2X3 IN TABLE ABOVE. DOUBLE CUT L 1 + 2X4 (AS SHOWN) AT LESS THAN 11' 6" UPPER END. Li H GREATER THAN I1• 6" 2.5X4 CONTINUOUS BEARIN + REFERTO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FO T:Alm ll LENGTH. MIDPOINT OF VERTICAL WEB. , L �.• s*WARNING.- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING � j'� • �: REF ASCE7-98-GAB12030 AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS j v PLATE INSTITUTE, 583 DUNUFRIO DR„ SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS ❑THERWISE INDICATED, TO CHORD SHALL HAV h• p�Ow DATE 02/18/03 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE V V 4 RIGID CEILING :.k DRWG A12030ECO203 ..IMPORTANT. FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR, ALPINE ENGIN 1 7ALPINE PRODUCTS, INC., SHALL NGT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAI 7f TO BUILD THE TRUSS IN CONFORMANCE WITH TEL OR FABRICATING, HANDLING, SHIPPING, INSTALL ///���... -ENG S BRACING C, TRUSSES. DESIGN CONFORMS WITH APPLICABLE PARE MADE F NDS (NA/16 GA AL S^�4� ���� DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16 GA (W,H/S ) %� [� ASTM A653 GRADE 40/60 ED [IN GAL V. STEEL APPLY PLATES IN EACH FACE OF TRUSS AND, ����•����•��"�/ MAX, TOT. LD. 60 PSP' UNLESS ❑THEP.WISE LOCATED ❑N THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION 0 ALPINE ENGINEERED PRODUCTS,INC. PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC, 3. A SEAL ON THIS POMPANO BEACH,FLORIDA DRAWINGNINDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE s TRUS COMPONENT DESIGN Sk10`✓N, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY I BUILDINF 13 THE RESPONSIBILITY OF THE BUILDIN, DESIGNER, PER ANSVTP] I SEC. 2. "�N���� MAX. SPACING 24.0' 10 _ 1 . DO NOT CUT OR ALTER TRUSSES , UNLESS APPROVED BY TRUSS OFFICE 2 . VERIFY ALL SPANS AND AMOUNTS , AS G2 TRUSSES WILL BE BUILT IN STRICT �! ACCORDANCE WITH THIS LAYOUT 3 . NO BACKCHARGES ALLOWED , UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER i i in 4 . APPROVED BY - i APPROVAL DATE : DEL . DATE C3 BUILDER TO CONV . FRAME ROOF , VALLEYS AND O . HANGS AS NEEDED . cc BUILDER TO FRAME DOWN CEILINGS AS NEEDED . cc -� Cl I BUILDER TO BUILD UP WALLS TO MATCH TRUSSES AT HIGHER PLT HT . ALL WALLS SHOWN ARE LOAD BEARING UNLESS NOTED OTHERWISE . 2' 8-1 -2 WALL —7• ---� 8-1 1 -8 WALLLJO , )Nt 9610 13ROK2N OAK JACKSON; �� ti BLVD, -} 10 --� 10-1 -2 WALE. ccf�-r ' FLORIDA 32257 SHOP Or AUT"ORifZATION v.4t'V'= REv P40- 9784 D►SPOSfTtON 20-7-0 WAIAPPROvf:O E3 fvOT AP v- APPROVED AS NOTED :0813 BESTCONProvED LOT 23 HIDDEN PARADISE eY� DATE ILI 2O f 20 L3jr" - FL. C ,�-� SNER e LARRY RUCKEL �} ' ^` - 3976 ng—is d7�ly uI. e I zz i:n ,.once•Pt*it odV ;d*d ants o; m "f y vl itioq re ;tt@ cont:ar do meh`S hr0;T3 d Ir OtTI'Ss'i l� iJr Q ons in .��e shoa �; e„p.Sor •wir}gs. -26 ' -f- 20' 71— ;i CE _- i K 6 K5Ln i i H1 #' ll H 2 LEDGER 3 '%� i i H3 ------------- K2 H4 co K1 m H5 i Ln i i i - aa. 0 w -- - N D4 -- - -- -- - { i m w w E8 E7 EG E5 --- � I , w w 7 ' �_-- 10' } 41 ' 70' MANNING BLDG . SUPPLIES LOC : 11155 PHILLIPS PKWAY PH# 268-8225 PLAT JAX . FLA . 32256 DES : CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 9/29/04 Parcel Number . . . . 170704-0120- Property Address . . . 1474 MARSH VIEW CT ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . BESTCON, INC. Contractor . . . . . . BESTCON, INC. 904 246-3747 Application number 03-00027330 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Bui ing Offici 1 VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 9/29/04 Parcel Number . . . . . 170704-0120- - Property Address . . . 1474 MARSH VIEW CT ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . BESTCON, INC . Contractor . . . . . . BESTCON, INC. 904 246-3747 Application number 03-00027330 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Q\Approved . . . . . . . a•-� Bui ing Offici 1 VOID UNLESS SIGNED BY BUILDING OFFICIAL PSC 2000 Series 2410 Log for Personal Printer/Fax/Copier/Scanner City of Atlantic Beach Bui 904-247-5845 Sep 29 2004 3:23PM Last Transaction Date Time Twe Identification Duration Pages Result Sep 29 3:23PM Fax Sent 92467126 0:15 1 OK Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: Permit Property Address: �`I ► ► l �S l` 1 �►" Iry % 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: �(,(--_��Sin=gle-F�axmiy Resident - Commercial - Other: 1-3 Lowest Floor Elevation: Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. q 1-2 � Public Works __zA cc2 t '� Planning Dept. Building Dept. m 2 Final Survey with FFE Yes No All Re-Inspect Fees Paid Yes No Aug-13, 2004 10:29AM BESTCON, loc- No•7259 P' ISI FROM :CL.ARSON & ASSOCIATES FAX N0. :904 396 2633 AUQ. 13 2004 09:13AM P2 MAP SHOWING BOUNDARY SURVEY OF LOT 23 AS SHOWN ON MAP OF .HIDDEN PARADISE As RECORDED IN PLAT BOOK 54.PAGES 97 THROUGH 978 OF THE CURRENT PUBUC RECORDS OF DUVAL COUNTY, FLORIDA, FOR: DESS ON, mc: CE BEARING ON RIGHT-AF-WAY 1 WIr tMrW 6S TNF RAuF AS StM 0 T14E ABOVE ALE 176MCD PLAT. ELEVATIONS SHOW THUS 85)ANDTO NATIONAL GEODETIC VERTICAL DATUM. MARSH VIEW COURT (50' R/W) S01'11'11"E 200-00' 50.00' 4 "Cl0 sMAINA E-4164N, 2Or mf 7.J' � pnRr•,., 15 d �Y 1-1� m ON�EId,lNQ °� LJ. +► /1+TA • � i )e•EAVES PIN FL EL(463) w - [Y1 F —AGC RN/4 CL CT.ZB) a 41 M A� Q M ,Ism v O tV (y •. •• pONo�E1E vano.• � N O O __I QAe LOT 23 "I"' O — — No1111'T116go (n �UPLANO NPFIE n f5p• APPROXIMATE FDCq 0, MARSH UNE �T"' THE APPROXIMATE Eb(,A A TIKE PROPERTY BOUND CF MARSH LINE Sa40WI, NERfCN I5 lf! 7MEN� PROCEOIIRISSPEp��Ak NOT OCA re, /N MATltRAL RCSO OF n1E C$WTER SrATE Or FLORIDRULCS A MARSHES OF 774Z IN TRACOASTAL WA 7 E'R WA y FINAL SU Mrr. 7-0-2004 NOTE. FOUND ALL IRONS FOUNDA17ON SURVEY- 2-28— NOTE FOUND All. IRONS HEMY CM7WY TWAT 1415 SURVEY. PKMUWF.D UNDER MY FI.T_''W*40OLE 0MCTICH MEETS THE LEGEND: N11AM TFCIVOM STANDAROS'FW LANG SURVEYORS IN ACCORDANCE WITH CHAPTER SIC17-6, FLORIDA a FVINW cONCRUC IAW# MT ADMINISTRATIVE CODE(PURSU 70 SEC77ON 472.027, fLORDA STATUTES), AND FURTHER CERAfY THAT Tn FW 0 JWW W ie t7o 'THERE ARE NO VISWIA EN(94l MFMLS IMM VIE SLIL+.!ECT PROFSRTY EYCEPT AS S110NrM. �dR.L. �kam.1 LR+4 u�T�� A CENTRAL AN" NOMP—*, TNS 40T cuftwvm,wdm Arvry A To uc wwm FLODDAR&Lo X91165 'At' AS SCAM FROM 7NE MW pV�^(IRANCE RATE 1CLARsdV ANO AS.WN%4" .. INCNVCy t . Lf746R! uaoc ,v-..n,wsv-urcL—_ I.DO AVE.JACKSDNNLLf,Ft.. '.l 07 [i( _nnwzN ur rt cnnnx Mfg"_ RV�7N •-,mor. %•.T. I.71NT G'�NNyN�IXgtG'1' P.-.C. 1 CF CC�Dy�CUR1i S(JRVEYED NOVEMDER 10 , 2003. R/M� PANTO WAY 5(: : 1- — 30' RERWUM V CCNCRM PIPE SURVEYOR NO.4487, FtdatlA EL FL FIN94 CLEW=� FIFI T) RooK 677 PACE 73 JOSE A. HILL, JR, 4. SURVEY NOT vM4 1MIHOUT umoxw 6VRv[YOR's SEat -- ..._._..-------• . 4400 Marsh Landing Blvd. Ste.'6 Ponte Vedra Beach, FL 32082 • Phone: 904 246-3747 N Homes- , Fax: 904 246-7126 R TO: From r DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 Iyl TELEPHONE: (904)247-5834 FAX:(904)247-5843 SUNCOM: 852-5834 ^--� http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # Applicant: Address: 1 �'S "1��� e`V\) cl`Y Project: {� ^� 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: 740 Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed-by Donna Kaluzniak Public Utilities Director Date Signature Contractor Notified Date 5 b s Sep 28 2004 9 :58AM BESTCON, Inc No -8460 P . I 4400 Marsh Landing Blvd. SteA Ponte Vedra Beach;FL 32082 BESTCON H • mes Phone: 904 246-3747 Fax: 904 246-7126 TO: A From Fwu Data �7 Psa= lndu'dllrVCover Sheet Ron h Ol Y sC4wmienw Thanks HAVE A GREAT DAY! CITY OF ATLANTIC BEACH T f PERMIT CALCULATION SHEET s) Date: Address /LI (I t 2 r tt (haw r Heated Square Footage G 7 / @ $ per sq ft= $ Garage/ Shed 0 @ $ 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: - ? + I/2 Filing Fee $ FLOOD ZONE: Fireplaces @ $35.00 $ IMPERVIOUS SURFACE:�J�d�+ BUILDING PERMIT FEE $ WATER IMPACT FEE $ CQ ! — SEWER IMPACT FEE $ S"o WATER METER/TAP $ d S CAPITAL IMPROVEMENT$ 3 2-S� SEWER TAP $ - a C QgtO RADON HRS .0050 $ SECTION H PAVING ( ) $ — 6 CROSS CONNECTION $ Z, "" ST(3/6 I)-SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 CITY OF ATLANTIC BEACH �Fo f BUILDING / ZONING DEPARTMENT r ss Doerr 800 Seminole Road J Atlantic Beach,Florida 32233 =' (904)247-5800 ffl (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # Property Address: 1 , ����'�� �1 V-1 C'L� . Applicant: '_5`j' `r'-� - Project: `��� This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application /when these items have been completed. Reviewed By: �� Date: f 2 a - 3 FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Oct. 24 2003 09:15AM P2 MAP SHO WINO• PLOT PLAN OF LOT 23 AS MAP OF BIDDEN PA,.RADIS19 SHOWN ON AS RECORDED IN PLAT 800K 54, PAGES 97 T}IKUVGM 979 OF TI IG CURRENT RPURI.1[= RECORDS OF OUVAL COUNTY, FLORIDA. FOR. BESTCON, I S1111 SHOWtNd 1HE A8MEN110NCD PIAT' BEARING REFERENCE: BEARING SHOWN ON RIGHT—OF—WAY LINE HEREON IS 111E SAME AN 0VE MARSH VI W CO RT (50' R/W) �- SO '11 '11 " 50.00' Np$ff3EWA1.>C RCQuiRCD 10' DRAINAOE^ > EASEMENT W — (� 10' LIVE OAK -� p DHiVt _ ?O Rt. ,?� 20.0' b PORCH A/C Y8AY w m PROPOSED x a=' DWELUNO �o a FIN FL EL (8.6) a m w �6- K to OR % o� 00 DO NN 7.5' 10-7 7. 4,3 W LANAI w v � s-e�AY Incc Q N lin 0 m -CONSTRUCT i ERO:S(t4 CONTROL-FEWC rg (0�014011111"I50.6'0!m ( )v` — �. / / 9, WAYER OAK 9" LIVE OAK �r,t ® (D4"BAY MANOR N��P WRAY V pt1 P F.�� BAY _ S' WATER OAK / v BAY "' - WETLANDS 8" UVE OAK MARSHES �50 OF rFif; 1N7aAcoASrAL WgTERWAY TYPE "B" DRAINAGE NOWT THE LOT SHOWN NFRFON APPEARS TO LIE WITHIN FLOOD ZONES "AE" ._ AS SCAIr'0 FROM THE FLOW INSURANCE RATE t'Ktf'AK��) ur: MAPS. COMMUNITY PANEL NO 170075 -0001D DATED 4-17-89, CL&RSON AND ASSOCIATES, INC. PROFFESIONAL LAND SURVEYORS DATE OCTOBER 23 2003. 1643 NALDO AVENUE, SCALE- 1" = 20' �no«30u�nu.c, n., a23O7 Received Time..00 ,24•_10:29AM III. Energy Code Information: RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS 1. is the current energy code form completed properly and signed; correct climate zone and correct jurisdiction? (FBC 13-600) Yes VNo N/A 2. Does conditioned square feel area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY ' shown on energy forms? Yes �No NIA AND DETAIL-(FBC 104.2.1) 3. is the"R"value between common walls shown? Yes No N/A `--1 - fj}} (FBC 13-602.LABC.1.1) PLANS EXAMINER: DATE: ��`a ''✓ V 4. 1s the"R"value for added insulation on exterior wails shown? Yes vF No N/A 5. Is the"R"value for ceilings shown? (FBC 13-604.1.ABC.1) Yes v1 No N/A j 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes No N/A OWNER: ` t T o-0 J ';JOB ADDRESS: ?r�jl (/1&IO ry 7-, 7. Are Energy Credits Claimed? Yes No N/A A. Attic Radiant Barrer Credit (FBC 13-607.1.A.4) Yes ✓No N/A CONTRACTOR: �` C l � a^(f` PHONE NUMBER: B. White Roof Credit (FBC 13-607.I.A.5) Yes -- No N/A C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes ,,No N/A (CIRCLE) I. Survey: IV Foundation Plan: 1. Is a specific purpose survey submitted? Yes `°No NIA 1, Are all footings shown,including interior bearing walls, 2. is correct Flood Zone shown? Yes No N/A Column pads and concentrated bads? Yes- No NIA 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes✓`No N/A in an"A"or"V"zone? Yes r No N/A 3. Are all elevation changes in slab shown? Yes /No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes /No N/A 4. Is minimum concrete PSI shown? Yes ✓No N/A 5. Is property in a flood way? Yes No N/A" 5. Is slab reinforcement shown? Yes --'No N/A 6. Is flood way line shown? Yes No NIA w,F" A. Wire mesh size and gauge? Yes 'N/A_,-'s B. Fibermesh reinforcement? Yes✓No N/A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes V No N/A If. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes No N/A 1. Are plans sealed by architect or engineer? Yes -/No N/A v A. Are structural calculations submitted? Yes � N/A S. D type of soil treatment for termites e a specified (FBC 18 pr Yes w/No N/A 2. Is correct wind speed shown? (FBC Figure 1606). Yes / No N/A 9• Do plans show concrete footings have a specified compressive 3. Is exposure category shown? (FBC Figure Yes r,No N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes _No N/A 10. If pile foundation shown, 4. Is Importance Factor shown per FBC Table 16067 Yes No N/A is Sealed Soils Report submitted? (FBC 1805.1) Yes No N/A 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes No NIA 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? Yes V,'-No N/A 1. Is finished grade shown? Yes ^o N/A 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shows? Yes stories and allowable area? Yes.,- No NIA No NIA 8. Does structure meet Fire Resistance Ratings of FBC Table 600 A. Minimum 8"above adjacent grade? Yes No N/A B. Flood protection elevation? Yes� _No N/A for structural elements? Yes t/No N/A C. Base flood elevation? Yes�No N/A 9. Are plans designed per SSTD 10-99? Yes No N/A i, " 3. Is minimum footing depth beneath finished grade shown? Yes No N/A A. Are all appropriate charts and tables shown? Yes No N/A 40 (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No NIA `' 4. Are all footing sizes shown? Yes V No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential S. Are all horizontal reinforcements shown? Yes- No N/A Construction in High Wind Areas'? Yes ✓No NIA 6. Is vertical reinforcement shown? Yes ✓No N/A A. Are all appropriate charts and tables shown? Yes Y'No N/A 7. Masonry construction. B. Are a0 appropriate requirements circled or highlighted? Yes V-No NIA A, Is exterior wall finish shown? Yes No N/A 11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No NIA High Wind Areas? Yes No N/A f C. Is exterior wall insulation shown? Yes No N/A A. Are all appropriate charts and tables shown? Yes No N/A ' D. s B. Are all appropriate requirements circled or highlighted? Yes No N/A W Is exterior wall finish shown? Yes No N/A ® B. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Yes.r No N/A Manual for One-and Two-Family Dwellings,High Wind Edition"? Yes No NIA tr B. Is exterior sheathing(type and thickness)shown? Yes No NIA A. Are all appropriate charts and tables shown? Yes No N/A C. Are nailing requirements(size and spacing)shown? Yes Ao N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A e,r` (FBC Table 2306.1) D. Is exterior wall finish shown? Yes ✓No N/A 15. Does bedroom open directly into garage? Yes No I"N/A E. 1a interior wall finish shown? Yes✓No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes✓No N/A grade shown? (FBC 2304.2.5) Yes✓No N/A G. Are shear wall segments shown? Yes%,/No N/A 17. Is Designer's name and address shown on plans? Yes f No N/A A. Type of hold-downs shown? Yes No N/A 18. Do egress doors and landings comply with FBC 10 12.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes✓ No N/A and FBC 1012.1.5? Yes No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes f No N/A 19. Are habitable rooms shown with the minimum light and ventilation 11. Is ceiling type shown,drywall thickness? Yes W.'No N/A requirements of FBC 1203.1? Yes✓No N/A 12. Roof Framing / 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes v No N/A wind load requirements for components and cladding per FBC 1606? Yes,/f1.I_o N/A B. Are conventional frame rafters used? Yes No�N/A 21. Does floor plan show fireplace? Yes✓No N/A 1. Rafter size shown? Yes No N/A 22. Are stair details shown? Yes vl% N/A 2. Species of lumber shown? Yes No N/A A. Is minimum stair width shown? (FBC Table 1004) Yes �/No N/A 3. Grade of lumber shown? Yes No N/A B. Are read and riser sizes shown? (FBC 1007.3) Yes VNo N/A C. Type of roof sheeting shown? Yes ✓ o N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes-I'No N/A 1. Thickness of roof sheeting shown? Yes %-eN6 N/A D. Are required landing shown? (FBC 1007.4)7 Yes u,-No N/A 2. Grade of roof sheeting shown? Yes o N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes ✓F4o N/A 3. Nailing pattern of roof sheeting shown? Yes No N/A 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) - Construction details shown? (May require engineering.) Yes ,No N/A D. Weight of Dry-in felt shown? Yes l/No NA 24. If required,are tenant separations shown? Yes No N/A✓ E. Type ofroofcover shown? Yes Le"No N/A A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes - No N/A 25. Are all columns and beams shown for porches and lanais? Yes yNo N/A 2. Attachment of the roof shown? Yes No N/A A. Are column type,size and anchorage shown? Yes t/IOo N/A (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes✓No N/A 3. Other roof covering and attachments shown? Yes ,No N/A 26. Are all lintel and beam details shown? Yes No N/A✓ F. Length of roof overhang shown? Yes✓No N/A 27. Are engineering details provided for butt glass? Yea No N/A G. Type of soffit and fascia shown? Yes ✓No N/A H. Attic ventilation shown? Yes ,/No N/A I. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes✓No N/A 1. Are engineered truss plans provided showing loads,uplifts and J. Type andag uee of eave metal shown? Yes✓No N/A required connections? Yes v1"No N/A 2. Are all headers,beams,girder and interior bearing walls shown? Yes✓No N/A 3. Framed roof. Vl. Floor Plan. A. Is rafter plan shown,including size,spacing species, I. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/A application? Yes �,/No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes o,'yo N/A species,grade of lumber,span and connections? Yes No N/A✓ 3. Are all door and window sizes shown? Yes SNo N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes No N/A grade of lumber and connections? Yes No N/A✓ 5. Is required tempered glass shown at all hazardous locations? �� D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes No N/A of lumber? Yes No N/A 6. Are all vertical reinforcements shown? Yes vo No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes V"o N/A pattern? Yes✓'jJo N/A 8. Are all hold-downs and hurricane anchorages shown? Yes o N/A 9. Is required attic access shown? Yes ,�No N/A 10. Are all plumbing fixtures shown? Yes No N/A VIII. Floor Framing. if. Are all electrical fixtures shown? Yes No N/A 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes ✓No N/A uplifts and connections? Yes ,-'No N/A A. Is air handler and condensor location shown? Yes✓No N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes L".1-No N/A grade of lumber and connections? Yes✓No N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes�No N/A 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes%-.-Ko N/A Have a 29"net clear door opening and handicap accessible route? (FBC I1-11) Yes IN. N/A WATER IMPACT FEE WORKSHEET ADDRESS: S E DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers,residential 2 j 2— Bathroom Bathroom group consisting of water closet,lavatory, Bidet, and bathtub or shower 6 3 Bathtub(with or without overhead shower or whirlpool attachments) 2 C7 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 Drinking fount Mcemaker Yz Floor drains 2 Hose bib 1 - `r 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 Sink ( 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink(circular or multiple)each set of faucets 2 Water closet,flushometer tank,public or private 4 Water closet, private installation 4 Water closet,public installation 6 TOTAL.NUMBER OF UNITS= MULTIpuED X 20 TOTAL$ Dec. 5. 2003 1 : i5PM BESTCON, Inc. Wdl•0. 1 '0 -oso awNo.07003oa;P. 2 DESIGN AND CONSU111NG ENGINEERS Nuvuuibcr 6,2003 1 Mr. Bob Kosoy Dircctnr of Public Works City or Atlantic lkwh J20 Sandpiper Lace r Atla rme Bauch, Morida 32233-4381 J Subject: Lots 23 & 23 Hidden Paritdise JLA 00104 Dear Mr. Kosoy: The builder and stirveyoT sent us the plot phins for Its 22 attd 23 of the subject project, Thesc particular lots back up to the marshes aril the conservation casement adjacent to the mashes. 13ascd oil the St. Johns(fiver pamlit, tlicse lots drain partially to the front where it receives treatment in the (runt swale,and to the rear. Based on the Pemiit and the district review,tic boiler acts As the treatrneat mechanism for the lots. This is accompiisheel by(110 prov►si«n of additional buffer depth over and above the required 25', 'Ticrefore, the plot pians us presented meets the district permit and the approved plans. Therefore,we are recommeadiag approval of the plot plan aini the issuance of iltc bitilding permits. ll'you require any :additional ititormation,please feel tree to call. Sincerely, Ll)hs-ident as Associates, Inc. Jai . ural, l',L•'. 1305 Q uAK$IREET - JACK3oryu.Lt, R osuuA 32207 Pw*E: (904)396-3060 • FAX: (904)396-3456 • f-Ma:1.ucAscAo@et:us0u1H.WT ZO'd 9SVE-96E V06 Sii�11"i Qa.�a9ol!i 119E= t t EO-50-aea b LWJ itov. WIAW3 A9% �8 � Dec- 5. 2003~ 1 : 15PM BESTCON, ln.c• 00 l —'9 ' 0—e w No 07 0 0;a s 1P 4 biAP ggp11/ING PLOT PLAN of LOT 22 a-3 SHOI�FN ON MAP OF KIDDEN PARADISE [OWuK►» M lot IG gLOQROi Or fx1vAL CO Q PLLIRiCA. AS S{COPOSP IM PWi MOCK S+. *AGO 47 TKRCUQk I- � ^� FOR: HESTV011. LMG. ypwi C!1 Mme' AV Lim MARSH. (5Da R/W 4 50. In''- --"- oNruCE e• Fnr r= em.yt ►a.Mfn ����, • ''ii Y °v PROPOSED � L OWE-,LUNG g 441:9 p +� N Cv Kk tit f.s' T ILI ' PAHO 0 w. OD • �i'.AA j ret'Oi�f.110..LHtlr'Y'�' ' w rI M9Dr n.r I� * � UMIl.N0 RUl!f N A60 s� ( A)ryAp/ (pEAT►AENT A"A ift" * *r wo Olt? /..... .rw %ttfLAw uw +so# w� S 1vfF.' rNTHAr_O^rAL W4yERWAY Tvft "B" DRAINAGE M LOT Pr0'M artKY"AN[N)i 7n Lt rwiw n 000 OARNICD PT r1b)ATE y01 r,am* ww►.A A/r r6wMR OAre wM � �. . ►M1.�„�••efA-OObla DerlD rn-M. �O�PROPFEMONAt. LANG 5V4%9'rONi AU6-ST :y__ . 20W. iGmC: Vold 9191PE-9163£ 4s06 Dec. 5, 2003 1 : 15PM BHTCCN, tic . WdlO: l C oaa aQN.o. 0700)3aP. 5 O1O° DECIjARATION +UF DEED HESTRICTIQNS This declaration made this Day of A.D,, 2001, Hestwn, Inc., a Florida Corporation, (hereinafter-Owner"). WHEREAS, the"(Owner'owns the following de-wribud rcul 1nopc1-ty(hereinafter"Property") lying and hying in Duval County, Florida; Lots 1 ant!2,block 252:all of blocks 253, 234, 255 and 255,,and that portion nl"C:arnutiun Sn'�et(u Sft' right c/f w4 v)hairtg bosond an the norrh{,y rho vot.therly right of way line gj'Levy Road and buund on the south by rite northerly right of way line o/'West 14th Street, ull as shows.oil Me plat of Se chin "H" r44untir Uutch. as recorded in plat hook 18,page 34 of the current public records of Vu County. Florida. W111- LEAS,"Owner'is desirous of creating deed restrietlotns for div ati:iiciterettttt;o, repair and replacement upon the"Property". NOW THEREFORE,"Owner"has constructed upon the above"Property"a 'L7rainage Swale anti vegetative natural buffer for the purpose of managling and cuntai++irig the flow C!f CXCCSS MurNca water Found upon a lot from time to time. Hach lot owner shall be responsible for inaintenancc, operation and repair of this surface water or stormwmw management system. "Surfnce Water or Stormwater Management System"means a system which is designed and constructed or implemented to control dlscliarges which are ticcczi4 i titled by rainfall cvcnts, incorporating methods to collect,convoy,store,absorb,inhibit,treat,use or muso water to prevent or rodtice Mooing,over drainage,cnvironmentul degradation,and water pollution or otherwiNu a feet the quantity and quality of discharges from the system,as permitted pursuant to Charters-40C- 4,40(:-40,or 4OC-42, F.A.C. A pennaneat vegetative natural buffer 25' avg. wide exists over that portion of the property shown on the plat. This buffer extends across lots 1, 12, 13, 19-25, This buffer is a part of the aurtlace water management system pormittad by the fit, Johns River Water Management District, The purpose of this Buffer is to detain and treat stormwater prior to drai►cage onsite. The following activities are prohibited within this Buffer; filling or cxcuvation; planting,sodding or removing vegetation, irrigation,or construction of fences which impede the flaw of stirface water, w+t^., o+�a:.,ftruv :i.ar. t-n ya cF,u R:wtflF�r ets,ll t r >etT:s_ss"i_cr!tivitltit pruir writ£en authorization firorn the District, Any damage to tiny..Butler,whether caused by natural or human-induced phenomena, �h tit tsr rC1T)al1e(i and the Auffur shall lie i•eturrird to its former condition as soon as possible by the Ownerldl riftltr 1.+11(K1 t�n�ft W}11C11 the IiUffer 1S located, I 7 Y,ach lot owncr shall be respt)nsible for the maintenance, operation and repair cif Elie vegetative t,af,2r:Y? }terffar::ti,Y g�v,lrs ei�i tt�n frit- 'rhe City of Atlantic Reach shall be rssDortsible for the. ft+Yia,as. vs,i+a�-t - -- maintenance, operation and repair of the swales and structures within public rights-of-way. i�in t�iiitiinw^CC A HIM�:.':*T,A - watts-Or slormwater il7rinagement vystertit'ir)ithall mean the exerciSC — of practices which allow the systems to provide drainage, water storage, conveyance or other .iiii-f= '—wa ar: CT �»sisr-iter i ,• r3ai.f.7T�nnt raps t-,ihtios ws permitted by the St- JohlIS RiVttr WRTer t:ii.'t: .o c,�.., r...�' r_=•__�r,_..,_-- z-r�-- �--= Management District. Faeh tot owner shall be responsible for such maintenance and operation. Any repair of reconstruction of the surface water or titormwater manugernent cyslorn shall be as perrnirted, or if modified as approved by the St, Johns River Water Management District_ fit!'d 4�b�—q� 9sf)f! 5 zan GL y ?1 paeae�s+ ucsc- - r z pre_ %j 'eel �L wt, tFCTtl1 �a!1 31uitir �i7f �1�,1G. R - -- Maintenance, operation and repair shta?d mean the exercisia of practices, such as mowing and 3_cinn r?'n.,4ir. whi,h allow the sw2les it)nrovid'drain4 e- water storage,conveyance or other aPf:r'rI3'vValn 7'77_ti7 ii 17a'!rr?i:rti i'srf:3 f1 lilil"4 _i4 p rrintsit-A PSV uw, it It lms Rivctvyatur :Yti1 r1211!CSlil:77t lricttiT► Filling excavatio clonstrictinn of foi1ccs or otherwise obstructing,,the Surface water }1f%v in t31n nr_V,_let,,, wraMm4ed NO altn.rnti,jn S'.t uvea Drai,i;l.mr ;'Mn!C Sh li bt 3tlii1fl67.e i and qtly damage to atsy Drainage Swale, whether causo d by natural or mamnade 7hcnuttlena, shall be renai`ejI :.nththe I vtjjnhnw 4yw-le renorned tnj its FJrtanr candition as Sd?n -as nossit,�le tnv i}}t_ Own.4`rfNl of the t_.otk) uncin which the Drainc Swale is d+3care+ , AnyTamen i,-;cnt to the e a noc:i ?(�,�y;�i_i§ .S>WPf1d'/ liicrg tj� sun#��a wnier ur siurrr«�.►iar ,^.unag,en1cm `,Stem, beyond mainter,-an e in its original col1dloon, t u-st have:tate prior approval �Zt Rivrrr tchilor ManavprY:Pflt DlRti4f,t The St, johns lover Wares!`Management Dkirier shall have the right to Onforce, by a procecdIng 3t law or in c--quity; the provisions contained in this Deed Restriction whlcll relate to the oner,_ation and repair oT TTY swurikc W_awr Qr liit'13iW;ait,,:7'71'17itIr313C)iiii_11t jV�l�rll, J 7 :�3l�Fl RI; a[ >n nTr"l;rrYhy impose., and c^.m atrti the Shove+lcscs iliC!l i3��cd restrictions v , 1 r i . which .�ClYr,f"',i;±:1rlS sjl Dliv M.. with -t1C iiiit: IQ MC LA_)!' tN! V11'f kirL 17k1? 0 �ntrnn trig= R13S C?LQCt1tC(�this casement tdlt`day and Veli'fir,;(above a 3 Y••}TteR r lsa�.a i. �WlTNt.:iSl35 BESTC.'ON, INC, (Sign) EKY; ' W=lH_ Walton, Jr.ir ;c01��. TITLE: Vice-Pre;:idcnl (Sign) ADDRESS: 4000 St, Johns Avenue Su G�a 2�nl 'J Lii +� (Sign) Jacksonvilic, 111. 32205 COUNTY OF DUVAL Before me personally appeared W.it.Walton,Jr.the Vice-President of llestcon, irlc., a corporation existing under the laws or the Stag:of Florida, who executed the fnregotng Easement and acknowledged the execution thereof to be his own frry act and deed as such officer thereunto duly authorized, mind that the official seal of said corporation is duly affixed thereto, and the said conveyance is the sect and deed of said corporation, He is pc-rennH-, known to me and did not take all oath. WiTNESS my hared and of 3cial sesd #inti:* Dry or 110 r 42001. .--- Sign: Notary Public in and for the County and State aforesaid PM.YOM i:,%Ag11,,41,%S!Ot1 i'-- 'T a« ky C: S:tNA#VOAi1)Vj 17,M7 �t�+•.� �w10at'tflro lNlry�,a,-llvle,wtlW� # 90'd qGt F:-q5g t-06 er s r- T T Personal Printer/Fax/Copier/Scanner Information Systems I-ast Trancac•#inrt A C)v Dec. 5. 2003 1 . 15PM BESTCON, Inc . No0100 P.. 1 BESTCON�L1jC t 1454 Laurel Way, , Atlantic Be"k FL 32233 Phone 904-246-3747 Fax 904-246-7126 To: Fay Pages Including Cover:___fir__, P1LANr,�, N FP �OR10 NOTICE OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE Ig7Y Mhk_rt(V(F&_' 3 _ 11' _ 11Y THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted G-S /�t/S S/ ('p P ti9 EXE ErZ a Ttf/Z 0 �� ey 6 o r -- REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m.to 5:00 p.m. Monday through Friday. B`DG P�LANL corj�, FlOR10a Wimm iL NOTICE OF ADDITIONS or CORRECTib-N—S-m D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted A4 rt-e" ez`4a- 0 A o 0 2 LA�AC gy 5 $t&00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office'from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday., P�LANT'C + N = 0:) FlOR10a NOTICE OF ADDITIONS or • " • D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Z LaQ_ c a UJ z"e:(Z p, �� F coo 2 L e.,l el_ LAo t'-komt L %Lkc c c�.� �2 U.g 4)AC_7W 5 EF$--42-00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday, pZLANl'C N) Z lam ORIOa NOTICE OF ADDITIONS or CORRECTIONSm D• NOT REMOVE JOB ADDRESS DATE _tJ THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 3r E It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247.5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m, to 5:00 B�Dc p.m. Monday through Friday. i�a1F City of Atlantic Beach *** CUSTOMER RECEIPT *** Aper: DSMITH Type: OC Drawer: 1 Date: 9/29/04 01 Receipt no: 90511 Description Quantity Agount 2004 27498 BP BUILDING PERMITS $35.00 2003 27330 BP BUILDING PERMITS (105.00 Tender detail CK CHECK 5728 $140.00 Total tendered $140.00 Total paysent $140.00 Trans date: 9129/04 Tiie: 10:43:52 k CITY CITY OF ATLANTIC BEACIs �`L "r fj'3 BUILDING PERMIT APPLICAT ON DEr, 0 r (FOR NEW SINGLE FAMILY RESIDENCE DUPLEX CONSTRUCTION) D J Job Address: 1414 M ARANILltd CM0,10 ALA4%- Bf-M�A 22.33 Owner of Property: BF51COO 7KIC, Address: 142q Lat&_u WA_(1 A-rLN iVTTL_ VEI+C 14 Telephone: .24(63-14-7 Legal Description: Block Number: Lot Number: cjlZoning District: 7 S'�� Contractor: Vj_-STCOV4 State License Number: Contractor's Address: 14WPM 0 AT L_A t J i C, VJaA(,VA , V5L 322 3_� Telephone: 9D' >a4cs?- 37 Fax: (�) 24-b - -7/ Z(-P Describe proposed use and work to be done: Wtvi U N STU C T I ON Present use of land or building(s): \ VAC, ANT Valuation of proposed construction: 319 320, OR Is approval of Homeowner's Association or other private entity required? 10 If yes, please submit with this application. Willroj0ect involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project ❑YES."See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit 0 NO. 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 Telephone: (904)247-5800 -Fax: (904)247-5845 •http://www.ci.atlai2tic-beach.n.us Page 1 Revised 1/14/03 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,CCC[..,natural water bodies. 5. Impervious Surface area calculations: include driveways,sidewaft, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that al on provided with this application is:ourect. J J Signature of owner. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true correct and that the plans and supporting data have been or shall be provided as required Signature of Contractor Date: (,7 3 Address and contact information of person to receive all correspondence regarding this application(please print). Name: -M PA 0 V<L 11-2— Mailing TZMailing Address: 1484 LU KC-L- Vhf A ATLhJllt 13MW rL 6 Z1,3---5 Telephone: 3? Fax: 764 �4l� " "11ZIle E-Mail: TAO2A &STCON146rwS. Com AS TO OWNER .0```11EN1�1,�,,��� ,� Sworn`�i• o� H a this day of (?mjm 6c ,2003 . 4 PAY ••• �� Stat-aF•ltc� ounty� =9.y ODW737 � �`« Notary's Signature: - �i :O: Bo e�'Q: Personally known �i A +�A nded 81" Ge'*11CUnde;:r�'����`' ❑ Produced identification STATE 0��� Type of identification:produced AS TO CONTRACTOR Sworn to and subscribed before me this _day of 1 20 State of Florida,Coin�puval ��� R E►�,,� �.�*• y G....... 1A RISS 0:e�`�•� Notary's Signature: _.• �t�t`gFtU AY�s 0 ersonally known a;2 Op o m; = ❑ Produced identification 0.9 °'y� Type of identification produced %G�•o6laed ey cb��O 00 Seminole Road •Atlantic Beach,Florida 32233-5445 Page 2 _1904)247-5800 •Faz: (904)247-5845 •http://www.cLatiantic-beach.H.usRevised 1/14ro3 OWNER:SPEC Lot 23 Hidden Paradise Specifications BUILDER: BESTCON, Inc. DATE: 12/2/2003 CONSTRUCTION JOB ADDRESS: Lot 23 Hidden Paradise 1474 Marsh View Court Atlantic Beach, Fl. 32233 All Items may not apply.(Maris those either"In Allowance,""Owner Choice,"Not Applicable-'NIA"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI:2500 PSI Slump: 3" Width: 20" Depth: 10" Reinforcing:#5 Number: 2 Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FROST FOOTING-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: Conc. Block If Concrete Block-Size: 8"x16" Concrete Mix or PSI: NIA Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing:#4 Number: I Spacing:48"oc N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS-Material: N/A Size: N/A Spacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI:NIA Slump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A R-Value: N/A Found. Bolt/Size: N/A Spacing: NIA Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: NIA COLUMNS-Material: N/A Size: N/A Spacing: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 1 OWNER:SPEC Lot 23 Hidden Paradise 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: NIA Finish&Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3" Thickness:4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness:4" Size:Varies Finish: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: None Fill: Sand Thickness:4" Size: 3'wide Finish: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness:4" Size: 8'x 10' Finish: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness:4" Size: 16'wide Finish &Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: If foundation >24" 1-#5 FOUNDATION BOLTS-Spacing: Per req. Location:At perimeter Engineering EXPANSION JOINTS-Type: None Location: NIA CONTROL JOINTS-Type: Scored Location:Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists;floor joists; sub flooring; plates;exterior and interior wails; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging;joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates;sheathing and siding the exterior walls;siding comers; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stftacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks,treads and risers. BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 2 OWNER:SPEC Lot 23 Hidden Paradise Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubRoor Material: N/A Size: N/A Glue: N/A Underiayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7/16"O.S.B Size:4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Front, Sides&Rear Mainstreet Size: Varies Roof Sheathing Material: O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: WA Bolts: N/A Nails-Framing Members: Common or Galvanized(weather related) Siding: Galvanized Windows:8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A WA 1 st Floor-Floor Joists N/A N/A N/A WA 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top& Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers,Windows & Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A ffRoofBracing/Collar Ties ��Ll Utility Fir 2x4/6 N/A N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 3 OWNER:SPEC Lot 23 Hidden Paradise Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2"vinyl decorative trim Door Trim 3-1/2"vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material:#26 galvanized steel Windows:Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents:Vinyl =Gable Vents: None 4.WINDOWS: Manufacturer/Style: KINCO MARK 50 Material:Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material: Certainteed Fiberglass Grade: 25 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4"galvanized Felt: 15# Size/Weight: 36"x 15# Nails: 1-1/4"galvanized Roof Edging: 6" pre-painted galvanized steel Step Shingle Flashing: 5"x 5"galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18"galvanized Roof Fans/Vents: 6'steel off-ridge BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-=365 904 246-3747 • Fax 904 246-7126 Page 4 OWNER:SPEC: Lot 23 Hidden Paradise 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1 st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 87 LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1 st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (ricluding Storm Doors Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal 3'-0' 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage Mid America Model Regal 40 PFS 16'x7' 2-1/2" Mid America Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beads • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 5 OWNER:SPEC Lot 23 Hidden Paradise 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Wails Fiberglass 3-1'2" 11 Tyvek -1450 Ceiling Fiberglass Batt/Blow 9-1/4713" 30 Kraft -1500 Rim Joist N/A Floor N/A Other: 9.INTERIOR MILLWORK: Item Manufacturer Wor Material Style Size Doors Generic Hardboard 6-Panel Varies Casing Generic Finger jointed white pine WMP-256 2-1/4" Base Generic Finger-jointed white pine WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Raii N/A Crown Mold N/A Beauty Mold N/A BESTCON,INC. 2440 South Beach Parkway•Jacksonville Beads • FL • 32250 CRC-022365 904 246-3747 •Fax 904 246-7126 Page 6 � a OWNER:SPEC Lot 23 Hidden Paradise 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No. of Coats Installation Walls Ceilings ALL WALLS Sheetrock ,/2" Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/Popcorn or 1/ Ceiling Nailed 3 Knockdown Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn or Knockdown Texture Other: 112"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,INC. 2440 South Beach Parkway •Jadcsonville Beach • FL •32250 CRC-022365 904 246-3747 •Fax 904 246-7126 Page 7 OWNER:SPEC Lot 23 Hidden Paradise 11. CABINETS,VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE WOR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Guest Bath Bath#1 Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Bath#2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile&Size: N/A Fireplace'Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" No. of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath: w/felt Other: Stucco at foundation only SESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 8 .0 y OWNER:SPEC Lot 23 Hidden Paradise 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump/Air Conditioner Brand Name, Model, Size: 3 ton JANITROL 10 SEER CPKE36-1 A36-10 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R-6 There will be NO dampers(except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6 Insulated returns: Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement NIA N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, &Number: CODY One-way throw-11 Grilles Brand Name, Style, &Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name, &Model: N/A Electronic Air Cleaner Brand Name, &Model: N/A Baseboard Heat Brand Name, Model &Numbers: NIA Stove Vent: N/A Dryer Vent:4"metal Bath Vents: 3"diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCQN,INC. 2440 South Beach Parkway •JadwMIle Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 9 d S. OWNER SPEC Lot 23 Hidden Paradise 14. PLUMBING: Waste Disposal-Public: City of Atlantic Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of Atlantic Beach Private: N/A Pressure Reducing Valve-Make& Model: N/A Gas Supply-Public: N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue House to Water Heater CPVC SC040 Glue House to Bathrooms CPVC SCD40 Glue %44"TO Y2" House to Kitchen Sink CPVC SCD40 Glue 3/."TO 1/2" House to Refrigerator CPVC SCD40 Glue '/,°'TO%" House to Dishwasher CPVC SCD40 Glue 3/."TO 1/2" House to Ice Maker N/A Other: BESTCON,INC. 2440 South Beach Parkway•Jacksonville Beach • R • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 10 OWNER:SPEC Lot 23 Hidden Paradise Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING STERLING Elongated Round Toilet Seat Church Church Shower LASCO 3460 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D- DELTA D- 2710LHP/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A7 2WH Lavatory Faucet&Control DELTA D- DELTA 0- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location,Type&Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location,Type&Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: SESTCON,INC. 2440 South Beach Parkway •Jadmonvilie Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 11 OWNER:SPEC Lot 23 Hidden Paradise Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink Sterling 3322 33"x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG 120 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits:5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL •32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 12 OWNER:SPEC Lot 23 Hidden Paradise 220 High Voltage Wiring Detail: Item Wire Size Breaker Size Individual Circuit Quantity Stove #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Volta a Idnq Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 2 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL•32250 CRC-022365 904 246-3747• Fax 904 246-7126 Page 13 OWNER:SPEC Lot 23 Hidden Paradise 110 Volta a Wiring Detail:.: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 3 1 10 Dining/Family 15 amp #14 CU 5 2 6 Foyer 15 amp #14 CU 3 1 0 Halt 15 amp #14 CU 1 1 4 Master Bath 15 amp #14 CU 1 1 1 Guest Bath 15 amp #14 CU 0 0 0 Bath#1 15 amp #14 CU 1 1 1 Bath#2 Master Bedroom 15 amp #14 CU 2 1 6 Bedroom#1 15 amp #14 CU 1 1 3 Bedroom#2 15 amp #14 CU 1 1 5 Bedroom#3 Closet#1 15 amp #14 CU 1 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 20 amp #12 CU 3 1 3 Garage 15 amp T#14 CU 1 2 3 BESTCON,INC. 2440 South Beach Parkway -Jadmonville Beach - FL- 32250 CRC-022365 904 246-3747 - Fax 904 246-7126 Page 14 OWNER:SPEC Lot 23 Hidden Paradise 110 Volta a Wirin Detail (continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 CI 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #1212 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-Wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 1 5 Weatherproof Recept.. 15 amp #14/2 CU 3 Smoke Detectors 15 amp #14/2 CU 4 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name&Model Number Wire Size Quantity Dining Room Progress 4032-30 1 Breakfast Nook None 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-30 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls, Closet or Laundry Progress 3408-30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound 1 Garage(front wall bracket) Progress P5745-30 1 Front Porch (O/H) Progress Recessed 1 Kitchen Sink(O/H) Recess with open trim 2 BESTCON,INC. 2440 South Beach Parkway•Jacksonville Beach • R.• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 15 OWNER:SPEC Lot 23 Hidden Paradise 16. PAINTING: PAINT, EXTERIOR: N/A Number of Coats: 2: N/A Siding:Vinyl Trim: Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors:To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Wails of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: Ultra deluxe ffaq Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17.GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks/Downspout Extensions: N/A Other: BESTCON,INC. 2440 South Beach Parkway •JacksorMfle Beads • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 16 OWNER:SPEC Lot 23 Hidden Paradise 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7'-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To 7'-0"AFF Bath#2 Foyer CITILE Laundry VINYL Method of Installation: Floors: Thin set over under underiayment Walls: Thin set over 1 /2"MR Sheetrock Grout: Owners' Choice Other. 19. SPECIAL EQUIPMENT: Not Included Elsewhere Garage Door Opener Brand Name&Model: Pre-wire ONLY Attic Fan Brand Name& Model: N/A Skylight Brand Name&Model: N/A Suntech FGC 2549 Bronze 25"X 49" Roof Ventilator Brand Name&Model:6' Off Ridge Vent Galvanized Stampco Smoke Detectors Brand Name& Model: Firex 4418 w/battery backup Intercom Brand Name&Model: NIA Style&Number of Speaker Outlets: N/A Number of Telephone Outlets:2 Number of Television Outlets: 2 Burglar Alarm Brand Name&Model: DSC PC 1555 Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 OMER:SPEC Lot 23 Hidden Paradise 20. LOT GRADING and LANDSCAPING: Lot will be final raded for pro2er drains a after or near com letion of the house. Square footage and type of sod: Full Coverage of Floritam St.Augustine Number and species of plants: 20-3 gallon plants(species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22.ALLOWANCES: ITEM Manufacturer and Model/Style INSTALLATION DATE(Tentative) Wallpaper, Materials, &Labor N/A N/A Floor Coverings—Carpet Portico-Monte Carlo, N/A Fascination or Illumination Floor Coverings-Vinyl Armstrong - Memories N/A Range MAYTAG MER5530AAW N/A Dishwasher MAYTAG MDB4100AWW N/A Hood vent MAYTAG H 304RW N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan &Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above NIA Fertilizing & Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 18 gafasnic_„+,a e, alis. Gary Per-king F. 0. BC= 16301 Date: Mr. Don Ford City of Atlantic Beach Inspection Department 800 Seminole Road, Atlantic Beach FL 32233 Don — We respectfully request that temporary power for the new BESTCON, Inc. home con- structed at the address listed below be turned on for a period of thirty (30) days for testing purposes. We will be responsible for anything that may occur due to the energizing of the service prior to the Certificate of Occupancy, and the approval and completion of the job. Yours truly, APPROVED CITY, BUILDING NOFFITIC CCF- )( 0 J_ 2004 Edward Baker Dynamic Electric, Inc. y Re: 33 �+p ` REN+L. Residence: f' �; .p13S►Ok C�'G,� Address: Mo(sh V Z: *� _a: DD092737 :�= Permit #: �'•' �' . ,p A �yi•.Q�4 '`'��`�c,+iiiiti•�O``` CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 3 ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 f'�Jf31�r Application Number . . . . . 03-00027330 Date 5/05/04 Property Address . . . . . . 1474 MARSH VIEW CT Tenant nbr, name . . . . . . NEW SFR, 1416RAD, 3162SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . TO BE UPDATED Application valuation . . . . 332320 Owner Contractor ----------- -- ----------- ------------------------ BESTCON, INC . BESTCON, INC. 1484 LAUREL WAY 1484 LAUREL WAY ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-3747 (904) 246-3747 ------------------ ------ ---------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . H2O MANAGEMENT, INC. Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 ------------------ ---------------------------------------------------------- Special Notes and Comments owner must hire plumber to install backflow preventer and make conneciton from the private property Fee summary Charged Paid Credited Due ----------- ------ ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL - CITY OF ATLANTIC BEACH s PLUMBING PERMIT APPLICATION Date: Property Address: Owner: �'? � -�1Z_ . Telephone 792 Contractor: /-/_-a Telephone Contractor Address:_3 7 3/ 4-10. 2,;L,0 Fax#: c 8'___2 Y/ 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 it number: ❑ Re-Pipe C .22 7 3 3 6) Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters e-Avi/J (/ Other Sp Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00= 800 Seminole Road.Atlantic Beach, Florida 32233-5445 Phone: (804)247-5800- Fax: (904)247-5845• http://www.ci.atlantic-beach.fl,us }1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD i ATLANTIC BEACH FLORIDA 32233 INSPECTION PHONE LINE 247-5826 r 1 1slit Application Number . . . . . 03-00027330 Date 3/16/04 Property Address . . . . . . 1474 MARSH VIEW CT Tenant nbr, name . . . . . . NEW SFR, 1416RAD, 3162SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 332320 Owner Contractor ------------------- ----- ------------------------ BESTCON, INC. BESTCON, INC. 1484 LAUREL WAY 1484 LAUREL WAY ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-3747 (904) 246-3747 ----------------- ---------------------------------- ------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor . . CHAPPELL HEATING & AIR Permit Fee . . . . 115 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ----- ----- ---------- ---------- ---------- Permit Fee Total 115 . 00 115 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 115 . 00 115 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL s CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION ff � / I Date: Property Address: / 77 7 ,� ✓-f�i C1 ,L� t...) Owner: c O t✓ Telephone #• Contractor: CST/4 J?)?E Telephone#: 7 Z y ALV y Contractor Address: /4C /3/ Fax#: 7Z /ZZ Y In consideration f permit givveen for d�g the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: O"�Electric ❑ Gas: LP Natural _Central Utility '-7 - v ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK C-�Heat _Space _Recessed Central _Floor l' Residential C3 Air Conditioning: _Room Central ❑ Duct System: Material J Thickness ❑ Commercial Maximum capacity 2_nOO cfm ��"/ ❑ Refrigeration L� New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _- Manlift Escalator (Number) ❑ Replacement of Existing System E3 Gasoline Pumps (Number) / ❑ Tanks (Number) 3----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 N 71.3 e/63 ' / C.6 N , r(,32 /( Z ZL14 L HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model tt Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Man� &Dimensions Contained Manufacturer No. Agency 800 Seminole Road- Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Dec 10. 2003 5 11PM BESTCON Inc No 086E N i BESTCON,LVC. .1484 Laurel Way .Adande Beady FL 32233 Phone 904-,246-3747 Fax 904-246-7126 To: Pages Including Cover: � 1 ` U f. t41 CITY OF ATLANTIC BEACH A 800 SENIINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 ry '. Application Number . . . . . 04-00027498 Date 1/12/04 Property Address . . . . . . 1474 MARSH VIEW CT Tenant nbr, name . . . . . . NEW 20 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------- -- -- - ----- - -- -- -- - --- - - ------ ---- - ------- DON HARRIS PLUMBING P .O. BOX 14668 JACKSONVILLE FL 32210 (904) 772-0900 --------------- -------- -- -- --------------- --- - - - -- - --- - - - ------ ---- --------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 175 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due -- -------- ---- - -- - -- ---- - -- --- ------- - -- - -- - - - - -- ---- ---- Permit Fee Total 175 . 00 175 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 175 . 00 175 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 01=L� CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT 1 800 Seminole Road "~ Atlantic Beach,Florida 32233 R (904)247-5800 Job Location: 14 q IrAk�l) pt 6) Owner of Pro ert L" Tele ne: '`S?X? P Y P Plumbing Contractor: 6Hdlvu S Contractor Address: L �glojA�( Y 1.11 fU State License Number-CFC - 01 919 4 Telephone: �� — Sao How many of the following f4tiOe9 New or ❑ Re-Piped / SINKS SHOWERS �-/ LAVATORY WATER HEATERS J_BATH TUBS /. DISHWASHERS URINALS / ' DISPOSALS CLOSETS ! WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER / WATER RE-PIPE(LIST FIXTURES BEING REPIPED) OTHER Minimum Permit Fee: 5.00 Total Fixtures: X $7.00 + $35.00 = Signature of Owner: Signature of Contractor: Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247-5826 CITY OF ATLANTIC BEACH s 800 SENIINOLE ROAD -' -r ATLANTIC BEACH, FLORIDA 32233 t, INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027330 Date 12/15/03 Property Address . . . . . . 1474 MARSH VIEW CT Tenant nbr, name . . . . . . NEW SFR, 1416RAD, 3162SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 332320 Owner Contractor - ----- --- ----- -- ---- - - - - - - ---- -- -- - ------ -- ---- - BESTCON, INC . BESTCON, INC . 1484 LAUREL WAY 1484 LAUREL WAY ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-3747 (904) 246-3747 ---------- - ----- - - -- ------- - ---- -- ---- - - - - - ------ --- - - - - - - - - - - -- -- - - - - ------ Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 1194 . 00 Plan Check Fee 597 . 00 Issue Date . . . . Valuation . . . . 332320 Fee summary Charged Paid Credited Due ------ ----------- -- -------- ------ - - -- - -- --- - --- -- - - ---- -- Permit Fee Total 1194 . 00 1194 . 00 . 00 . 00 Plan Check Total 597 . 00 597 . 00 . 00 . 00 Grand Total 1791 . 00 1791 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 1 t BUILDING OFFICIAL . ., . DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE " « ATLANTIC BEACH,FLORIDA 32233-4318 . Isk TELEPHONE:(904)247-5834 FAX: (904)247-5843 .r SUNCOM:852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # � Applicant: IcGC)r'l Address: i-'f'-� LI m Sh y1 CL-3 C,` - Project: �``� Sf ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: S Z Provide e�vsro� � -s"ed��nr�� cvnf�o/ and d�xfa���_� 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) 247-5834. Reviewed by Robert S. Kosoy, P.E.,Director of Public Works Date ¢ Signature Contractor Notified Date S FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Oct. 24 2003 09:15AM P2 MAP SHOWING PLOT PLAN OF LOT 23 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES 97 THM4LIUCN 979 OP T11C CURRENT PUBO IA RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BESTCON, INC. BEARING REFERENCE BEARING SHOWN ON RIGHT—OF—WAY LINE HEREON IS THE SAME AS SHOWN UN ME ABOVE MENTIONCD PLAT, MARSHVI W CO RT (509 R/W) SO '11911 n 50.00' NO SI°•W^I-K ^CQ.'MC° �1O 10' DRAINAGE- 1 EASELIEN f W N t fA 101 LIVE OAK JXA Rt. 20.0' C d PORCH 7.S' . 1 s.o• A/C YBAY o m Z m PROPOSED W� L DWELUNG a WJ 4 FIN FL EL (8.8) 16 a. U/n1(� oQ -_ W o - m 7.9. 10.7' 1? 'b Ibm /.D 4 3' W I LANAI t, 3: 0 � / 00 M I CON3TRUCTEROSION CONTROL^�ENCE" / K n- --rK� p 2-WAIN OAK No'® xr (D Iq Ir U%!OAK ®4-RAY ®r �E �r P �eAr Or WATER OAK ® / O'BAV \WETLANDS S'Lh!OAK MARSHES OF THE IN 50' ASTAL WATERWAY TYPE "B" DRAINAGE MOM TME LOT SUOwN 11FRF(N APPFAR$ TO LIE W1T4W FLOOD ZONES *AE' AS SCMVO FROM THE FUAOO INSURANCE RATE NRUTAIif 1) vv: IIAAS, COMMUNITY PANEL No 120076-00010 . DATED 4--17-89. CLARSON °AND ASSOCUTRSa INC, DATE OCTOBER 23 2003, PROFFLSIONAL LAND SURVEroRS c 1643 NALDO AVENUE. SCALE: 1" v 20* JAC43OM,ALLC, R., l�n07 __ - Rprpivpd T{.. CITY OF ATLANTIC BEACH'"`'" BUILDING PERMIT APPLICAT ON (FOR NEW SINGLE FAMILY RESIDENCE DUPLEX CONSTRUCTION) D Job Address: 1414 P AM V It'w Cw gs , Owner of Property: BF51L'f1N .37M Address: 142q LA9 I 1X A-1/ AmLk IVTSL_ 130+C 14 Telephone: Legal Description: Block Number: Lot Number:_� Zoning District: � - Contractor: �i 5TC011 NiDt 'l�,7-5 State License Number: O ZZ31o`�' Contractor's Address: Telephone: �90�>AAo- 371-7 Fax: (904) z4b - -71 ICP Describe proposed use and work to be done: tai') U N ST( 1n c T l ON Present use of land or building(s): V!A() /PAC ,NT Valuation of proposed construction: 33c9 Sao s o c Is approval of Homeowner's Association or other private entity required? 'Nb If yes, please submit with this application. Willroject involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES."See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. El NO. 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 vrovide all information as anyrooriate. 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 L 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 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://Www.ci.atlaimtic-beach.fl.us Page 1 Revised 1/14/03 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 anyJurisdictional wetlands,CCCI,nimzal water bodies S. Impervious Surface area calculations: include driveways,sidewalks, patios and other Impervious Surfaces. Swimming pooh may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that al/ provided with this-application is;correct. / ��Signature of owner: \.�`--� � Date: /0 L3�/ I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true d correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: (�(� (�/ ` Date:�lD�y 3 Address and contact information of person to receive all correspondence regarding this application(please print). Name: -TA RA NA L 1 T7 _ Mailing Address: 4 L U KC-L. VOA I T(C C W Telephone: 14U ?11 Fax: 904 X41 ` 1f 21P _E-Mail: 1MAA &ST(0/)1146YW&. CSM AS TO OWNER ,,tNOWN01 EtL i Sworn`qltn d �e this day of_ (� j P.r 20 . � G ARY State ounty N• s D009273, Notary's Signature: . �'�'•:�� boa `e�;0Q�? Personally known dad 6'1 i'VIP'Ge �b!�e Unds; �� 4 C3 Produced identification V",`,/C,,S;A,E 0,��� Type of identification produced AS TO CONTRACTOR Sworn to and subscribed before me this(0 ,day of AIn hC r ,200 State of Florida,CotPuval nrr� .�` rCAR EN� �•�y c��jj�y�o;B�!�'' Notary's Signature: 6 aunt ��F-• LS,.�, �� ''Yersonally known a. D A .. ElProduced identification i 6 Oj3� °y: Type of identification produced •���• ,°ed lay: sSa��p400 Seminole Road -Atlantic Beach,Florida 32233-5445 Page 2 'TATE �Fe ` - 904)247-5800 •Fax: (904)247-5845 •http://Www.cLatiandc-beach.1l.us Revised 1/14/03 s-=syr CITY OF ATLANTIC BEACH cc. Ford aJ�s � BUILDING / ZONING DEPARTMENT S. Doerr 800 Seminole Road Atlantic Beach,Florida 32233 J - "°��Y_�� (904)247-5800 904 247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 0,3 g--� 3 3Ko Property Address: ) L f I LI m ay`� rl �1 (",J Applicant: l �Ci ►�G- Project: 1 v i' This per it application has been: Approved Reviewed and the following items need attention: Please re-submi> our application en these items have been completed. Reviewed Date: r s CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION L 1 1'101` (FOR NEW SINGLE FAMILY RESIDENCE ;AND DUPLEX CONSTRUCTION) Dade: - _..0 .. .a. Job Address: 1414 � '���9��� ����" t ���;���►�\i. ����� � �L , ���..�� Owner of Property: Address:1 �� C14-(I N-rLN i'.1XC� i`l�f �f Telephone: 1 � Legal Description: Block Number: Lot Number: Zoning District: 2� - Contractor: 1 CO.4 Y\ y 1f� State License Number: =' '-~ 2 4,-`) Contractor's Address: k 4,6l_tt�b Rel- ytii i'�'�� F SC l- �``� �� G� ` i L- 322 3 5 Telephone: (904 m: - 37$1 Fax: 4& ' 1 IQ Describe proposed use and work to be done: tS t'\ WS 4A C T 10 ti Present use of land or building(s): U�+ � Valuation of proposed construction: 319 320), 22 Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Willt ' roject involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project.. E]YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. El NO. 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. Verifyzoning 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 Hail,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.ft.us Page 1 Revised 1/14/03 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. Other information as may be appropriate for individual applications. I hereby certify that all,infon provided with this application is.correct. Signator a of owner• L G'�" Date: I hereby certify thatI have read and examined this application and know the same to be true and correct All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true d cornet and that the plans and supporting data have been or shall be provided as required 7)/ , ` Signature of Contractor T (�(� 6'�/ /A,4— Date: 0 ; Address and contact information of person to receive all correspondence regarding this application(please print). Name: I-A KA Mailing Address: l 4 L �1�t:L Uv` �� v 1 1 t l;!-� ;,'� -J Telephone: (904) 144- Fax: 9'64 ?4b " 11—7 1r E-Mail: "T¢�� (0�, S1C01 CE.CCC AS TO OWNER ```,�tNutttrrr�����* Sworn; �d 41 e this day of AL venni Ps ,2o_aa_. .�� .•V� ARY F�•,��� State ounty'�al'; o 0: OD092737 *� Notary's Signature: •Q,r i�9,t.•.�.�i` 49 X41~- � Personally known .o . A ed BY O ��. �i�Ge•�b�jc Undsf*. ❑ Produced identification Type of identification produced AS TO CONTRACTOR Sworn to and subscribed before me this _day of Ne)re f he4r— , 20Co. State of Florida,Couuval �%`%���ty AREQ1111,'* 9AAA�O'1'�(��.'s Notary's Signature: 2• � �'��;�s ersonally known S:Z ADO To- M. �o: _ ❑ Produced identification 92j31 Type of identification produced 10��� z/1 aed gy; `�,;�p�A0 Seminole Road •Atlantic Beach,Florida 32233-5445 • °end Q 904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page 2 �'�ii,,sPq,EtOF,�����`� Revised 1/14/03 CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: Type of Development: i,'L> ESI fI St'ii c ie' QmVit,/ bye fl f'✓l Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordingaces affecting the proposed development. Applicant's Signature: (,I--' �-� Daze: IJA LO Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Oct. 24 2003 09:15AM P2 MAP SHOWING PLOT PLAN OF LOT 23 AS SHOWN ON MAP OF BIDDEN PARADISE AS RECORDED IN PLAT 800K 54, PAGES 97 THKOUG H 9-Ye of TI IC CURRENT PUeI 11 RECORDS OF OUVAL COUNTY, FLORIDA. FOR: BESTCON, INC. BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON ME A80vE MENTIONCD PIAT, MARSH VI W CO RT (50' R/W) so M i 'l 1 " 50-00'OO' � NO K RGQuiRED 1 � 14 10' DKAINAOE- i EASEMENt W 10" LIVC OAK p DKIVL 2 Rill 'I 20V a I PORCH 7.5' ASC 2"SAY ❑ b m Z m PROPOSED x ' DWELLING o WJ c L'o �R FIN FL EL (8.8) jq IL MF� U) OR o M W o oa °N� m 7.5' 10.7' STs ire iD h /.b' -H 4 3' W I LANAI .w" w t J I I -sAY ,^ '1t Lo 0 � I� CONSTRUCT EROSRkJ rn x X 00 Iz CONTROL"P6s.IGE I �+• 1K� 9' WAIR OAK S� —(02-SAYS Etl(B 9" UVE OAK p ED ®4"BAY v f\AN�R�N��P WRAY Olk9 ®BAY r WATER OAK / - f "BAY CW"OhMefft f um" ow G"HA This pprovId VWfk$dOnyN —MIM ippwaablf dove g' SUbdIVIS100 aM 00; Mall 1w 14119WONOW MMI!d0aa MM aalfllbt110 ap vol for#0 briw10a of pan t `�- -WETLANDS 8" UVE OAK (DCN 6bEM ind f=adalal =sf#4ftwft N Ma ti1ARSHES 50' s oF' THE INraACOASTAI_ WAT,E TYPE "B" DRAINAGE RWAY MOW" T14C LOT SWOWN WFRFnN APPEARS TO LIE WITHIN FLOOD ZONES "AE' AS SCAIFO FROM THE FLOOD INSURANCE RATE NKEPAKri) UY: MAPS, COMMUNITY PANEL _NO. 12007400010 . DATED 4--17-89. CL&RSON ANo ASSOCIATLS9 U4C. PROF'FESIONAL LAND SURVE'rVRS DATE OCTOBER 23 2003, 1643 NALDO AVENUE, SCALE' 1" = 20* JncK30I4\ALLC, rL.. 32307 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Lot 23 Hidden Paradise Builder: Bestcon Homes Address: Lot 23 Hidden Paradise Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Jurisdiction Number: 261100 Climate Zone: North 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 I _ SEER: 11.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap:24.0 kBtu/hr 5. Is this a worst case? Yes _ SEER: 11.25 _ 6. Conditioned floor area(ft) 2681 ft' c. N/A 7. Glass area&type Single Pane Double Pane _ _ a. Clear glass,default U-factor 0.0 ft, 456.0 ftz _ 13. Heating systems b. Default tint 0.0 ftz 0.0 ftz _ a. Electric Heat Pump Cap:36.0 kBtu/hr _ c. Labeled U or SHGC 0.0 ft, 0.0 ft, HSPF:8.25 8. Floor types _ b. Electric Heat Pump Cap:24.0 kBtu/hr _ a. Slab-On-Grade Edge Insulation R=0.0, 164.0(p)ft _ HSPF:8.00 b. Raised Wood,Adjacent ftz _ c. N/A _ c. N/A _ 9. Wall types _ 14. Hot water systems a. Frame,Wood,Exterior R=11.0,2045.0 ftz _ a. Electric Resistance Cap:66.0 gallons b. Frame,Wood,Adjacent R=11.0,322.0 ftz _ EF:0.91 c. N/A _ b. N/A _ d. N/A _ e. N/A c. Conservation credits _ 10. Ceiling types _ (HR-Heat recovery,Solar a. Under Attic R=30.0, 1330.0 ftz _ DHP-Dedicated heat pump) b. Single Assembly R=19.0,465.0 ftz _ 15. HVAC credits MZ-C,MZ-H c. Under Attic R=19.0,467.0 ftz (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts _ HF-Whole house fan, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0, 100.0 ftz _ PT-Programmable Thermostat, b. 2 Others 150.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.17 Total as-built points: 38519 PASS Total base points: 38527 /-"� I hereby certify that the plans and specifications covered Review of the plans and zxE sT by this calculation are in compliance with the Florida specifications covered by this yon _ ATPD Energy Code. calculation indicates compliance PREPARED BY: with the Florida Energy Code. "'� 114 Before construction is completed as - i�; 10 DATE: 1 b a this building will be inspected for `; a I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florid nergy Code. Florida Statutes. ions OWNE G ?� BUILDING OFFICIAL: �--- DATE: ! DATE: Z:7--ov- d � EnergyGauge®(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 23 Hidden Paradise,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT FGLASSESditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2681.0 20.04 9670.9 Double,Clear N 8.3 13.0 45.0 19.20 0.79 679.3 Double,Clear N 8.3 12.0 7.0 19.20 0.77 103.6 Double,Clear W 1.3 19.0 23.0 38.52 1.00 883.2 Double,Clear W 1.3 16.0 6.0 38.52 1.00 230.3 Double,Clear S 11.3 6.5 27.0 35.87 0.46 443.5 Double,Clear SW 12.3 9.5 15.0 40.16 0.44 267.1 Double,Clear S 8.8 9.5 23.0 35.87 0.53 438.1 Double,Clear SE 12.3 9.5 15.0 42.75 0.45 288.7 Double,Clear S 11.3 9.5 64.0 35.87 0.49 1132.8 Double, Clear E 1.3 11.5 9.0 42.06 0.99 376.3 Double,Clear E 1.3 14.0 45.0 42.06 1.00 1883.5 Double, Clear N 1.3 11.0 30.0 19.20 0.99 572.0 Double, Clear N 1.3 4.0 6.0 19.20 0.90 104.1 Double,Clear W 1.3 6.0 15.0 38.52 0.94 541.6 Double,Clear W 1.3 5.0 16.0 38.52 0.91 558.6 Double,Clear S 1.3 5.0 16.0 35.87 0.85 485.2 Double,Clear S 1.3 9.0 64.0 35.87 0.97 2216.2 Double,Clear E 1.3 6.0 30.0 42.06 0.94 1181.9 As-Built Total: 456.0 12386.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 322.0 0.70 225.4 Frame,Wood, Exterior 11.0 2045.0 1.70 3476.5 Exterior 2045.0 1.70 3476.5 Frame,Wood,Adjacent 11.0 322.0 0.70 225.4 Base Total: 2367.0 3701.9 As-Built Total: 2367.0 3701.9 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 1710.0 1.73 2958.3 Under Attic 30.0 1330.0 1.73 X 1.00 2300.9 Single Assembly 19.0 465.0 5.64 X 1.00 2622.6 Under Attic 19.0 467.0 2.34 X 1.00 1092.8 Base Total: 1710.0 2958.3 1 As-Built Total: 2262.0 6016.3 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 23 Hidden Paradise,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 164.0(p) -37.0 -6068.0 Slab-On-Grade Edge Insulation 0.0 164.0(p -41.20 -6756.8 Raised 294.0 -3.99 -1173.1 Raised Wood,Adjacent 19.0 294.0 0.40 117.6 Base Total: -7241.1 As-Built Total: 458.0 -6639.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 2681.0 10.21 27373.0 2681.0 10.21 27373.0 Summer Base Points: 36629.1 Summer As-Built Points: 43004.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 43004.2 0.600 (1.090 x 1.147 x 1.00) 0.310 0.950 8914.2 43004.2 0.400 (1.090 x 1.147 x 0.91) 0.303 0.950 5810.8 36629.1 0.4266 15626.0 1 43004.2 1.00 1.172 0.307 0.950 14723.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeg/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 23 Hidden Paradise,Atlantic Beach, Fl, 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 2681.0 12.74 6148.1 Double,Clear N 8.3 13.0 45.0 24.58 1.01 1119.9 Double,Clear N 8.3 12.0 7.0 24.58 1.01 174.4 Double, Clear W 1.3 19.0 23.0 20.73 1.00 477.2 Double,Clear W 1.3 16.0 6.0 20.73 1.00 124.5 Double, Clear S 11.3 6.5 27.0 13.30 3.45 1238.9 Double,Clear SW 12.3 9.5 15.0 16.74 1.74 437.5 Double,Clear S 8.8 9.5 23.0 13.30 2.61 798.7 Double,Clear SE 12.3 9.5 15.0 14.71 2.17 478.8 Double,Clear S 11.3 9.5 64.0 13.30 3.04 2587.4 Double,Clear E 1.3 11.5 9.0 18.79 1.01 170.3 Double,Clear E 1.3 14.0 45.0 18.79 1.01 850.6 Double,Clear N 1.3 11.0 30.0 24.58 1.00 737.1 Double,Clear N 1.3 4.0 6.0 24.58 1.00 148.1 Double,Clear W 1.3 6.0 15.0 20.73 1.02 316.2 Double,Clear W 1.3 5.0 16.0 20.73 1.03 340.1 Double,Clear S 1.3 5.0 16.0 13.30 1.13 240.4 Double,Clear S 1.3 9.0 64.0 13.30 1.01 858.7 Double,Clear E 1.3 6.0 30.0 18.79 1.03 579.1 As-Built Total: 456.0 11678.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 322.0 3.60 1159.2 Frame,Wood,Exterior 11.0 2045.0 3.70 7566.5 Exterior 2045.0 3.70 7566.5 Frame,Wood,Adjacent 11.0 322.0 3.60 1159.2 Base Total: 2367.0 8725.7 As-Built Total: 2367.0 8725.7 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 1710.0 2.05 3505.5 Under Attic 30.0 1330.0 2.05 X 1.00 2726.5 Single Assembly 19.0 465.0 1.86 X 1.00 864.9 Under Attic 19.0 467.0 2.70 X 1.00 1260.9 Base Total: 1710.0 3505.5 1 As-Built Total: 2262.0 4852.3 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 23 Hidden Paradise,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 164.0(p) 8.9 1459.6 Slab-On-Grade Edge Insulation 0.0 164.0(p 18.80 3083.2 Raised 294.0 0.96 282.2 Raised Wood,Adjacent 19.0 294.0 2.20 646.8 Base Total: 1741.8 As-Built Total: 458.0 3730.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 2681.0 -0.59 -1581.8 2681.0 -0.59 -1581.8 Winter Base Points: 18994.6 Winter As-Built Points: 27859.5 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 27859.5 0.600 (1.069 x 1.169 x 1.00) 0.413 0.950 7808.4 27859.5 0.400 (1.069 x 1.169 x 0.93) 0.426 0.950 5368.2 18994.6 0.6274 11917.2 1 27859.5 1.00 1.190 0.418 0.950 13173.6 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot 23 Hidden Paradise, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 66.0 0.91 4 1.00 2655.47 1.00 10621.9 As-Built Total: 10621.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 15626 11917 10984 38527 j 14723 13174 10622 38519 PASS �p4 Z8E 5T Fy irrie:/ 1 0 r,�COD lea ��5� EnergyGaugeT"' DCA Form 60OA-2001 EnergyGauge®1FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot 23 Hidden Paradise,Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft.door area. - - -- Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations; between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss 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, 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<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, _ have combustion air. 6A-22 OTHER PRESCRIPTIVE_MEASURES (must be met or exceeded by all residences.y_ COMPONENTS SECTION iREQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit -- breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal _ efficiency of 78%. Shower heads 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. t Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =82.5 The higher the score,the more efficient the home. Lot 23 Hidden Paradise, Atlantic Beach, FI, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:36.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 11.00 - 4. Number of Bedrooms 4 _ b. Central Unit Cap:24.0 kBtuihr 5. Is this a worst case? Yes _ SEER: 11.25 - 6. Conditioned floor area(ft2) 2681 ft2 c. N/A _ 7. Glass area&type Single Pane Double Pane _ - a. Clear-single pane 0.0 ft2 456.0 ft2 _ 13. Heating systems b.Clear-double pane 0.0 ft2 0.0 W _ a. Electric Heat Pump Cap:36.0 kBtu/hr - c. Tint/other SHGC-single pane 0.0 ft2 0.0 ft2 _ HSPF:8.25 - d. Tint/other SHGC-double pane b. Electric Heat Pump Cap:24.0 kBtu/hr - 8. Floor types _ HSPF:8.00 - a. Slab-On-Grade Edge Insulation R=0.0, 164.0(p)ft _ c. N/A - b.Raised Wood,Adjacent R=19.0,294.0ft2 _ - c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:66.0 gallons a. Frame,Wood,Exterior R=11.0,2045.0 ft2 _ EF:0.91 - b. Frame,Wood,Adjacent R=11.0,322.0 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, 1330.0 ft2 _ 15. HVAC credits MZ-C,MZ-1i - b. Single Assembly R=19.0,465.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, e. Under Attic R=19.0,467.0 ft2 HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0, 100.0 ft2 _ MZ-C-Multizone cooling, b. 2 Others 150.0 ft MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) 0 �Z11E ST+." in this home beforefiKI inspection.Otherwise,a new EPL Display Card will be completed ,` O � _ based on installed Code ompl' nt features. Builder Signature:' Date: (( b 3 a Address of New Home: UIQ City/FL Zip:RQ-C,3CYLk I i� J�coDwe *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'Xdesignation), your home may qualify 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 edufor information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge©(Version: FLRCPB v3.30) RIGHT-J BUILDING ANALYSIS REPORT {„ First Floor Energy Design Systems 1065 Oak Vale Rd,JacksonAlle,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net 1711 n Sjectinformation For: Bestcon Homes Lot 23 Hiddden Pardise,Atlantic Beach, FI ! o Htg Clg Infiltration Outside db(OF) 32 93 Method Simplified Inside db(OF) 72 72 Construction quality Average Design TD(OF) 40 21 Fireplaces 1 Daily range - M Inside humidity(%) - 50 Moisture difference(gr/Ib) - 56 --------------------------- ---------------------------------- a waus Ducts Component Btuh/ftz Btuh %of load Walls 3.6 4762 14.5 on Windows 29.0 8091 24.7 Doors 18.4 703 2.1 Nfirdo"s Ceilings 1.7 790 2.4 Floors 32.4 5314 16.2 Infiltration 36.4 11541 35.2 Door Ducts 1560 4.8 caucus ' Total 32761 100.0 Component Btuhiftz Btuh %of load waft aam.,Daft Walls 2.2 2929 12.4 Ducts Windows 42.6 11883 50.2 Doors 11.3 432 1.8 Ceilings 1.9 889 3.8 Floors 0.0 0 0.0 Infiltration 8.5 2693 11.4 Ducts 2153 9.1 wro ecws otha. Internal gains 2700 11.4 Total 23678 100.0 Cooling at 81 %SHR=2.4 ton Cooling air flow=472 cfm/ton Cooling at 70%SHR=2.8 ton Cooling at 400 cfm/ton=2.8 ton Overall U-Value=0.216 Btuh/ftz--oF Data entries checked. „� wnghtscsft RightSuite ResidentialTM 5.0.66 RSR29784 2003-Oct-21 09:45:52 XXX C:\Documents and Settings\customer\My Documents\WrightsoftSestcon Homes,Lt 23 Hidden Paradise.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY First Floor KIF Energy Design Systems 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net For: Bestcon Homes Lot 23 Hiddden Pardise,Atlantic Beach, FI Notes: 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 grAb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 32761 Btuh Structure 23678 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 32761 Btuh Use mfq. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip.load 23205 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 Internal gains 1150 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 4464 Btuh Area(ft2) 1416 1416 Total latent equip. load 5614 Btuh Volume(ft3) 14160 14160 Air changesthour 1.11 0.49 Total equipment load 28819 Btuh Equiv.AVF(cfm) 262 117 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. wnghtsoft Right-Suite ResidentialT 5.0.66 RSR29784 2003-Oct-21 09:45:52 ,r—Ck C:\Documents and Settings\customer\My Documents\Wrightsoft\Bestcon Homes,Lt 23 Hidden Paradise.rsr Page 1 RIGHT-J SHORT FORM First Floor Energy Design Systems 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net 09 ft' 8t For: Bestcon Homes Lot 23 Hiddden Pardise,Atlantic Beach, FI Htg CIg Infiltration Outside db(°F) 32 93 Method Simplified Inside db(°F) 72 72 Construction quality Average Design TD(°F) 40 21 Fireplaces 1 Daily range - M Inside humidity(%) - 50 Moisture difference(gr/ib) - 56 HEATING EQUIPMENT COOLING EQUIPMENT 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 temperature 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 % ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 1 st Floor 1416 32761 23678 1226 1133 First Floor n p 1416 32761 23678 1226 1133 Ventilation air 0 0 Equip. @ 0.98 RSM 23205 Latent cooling 5614 TOTALS 1416 32761 28819 1 1226 1133 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wnghtSoft Right-Suite ResidentialTM 5.0.66 RSR29784 2003-Oct-21 09:45:52 XCK C:\Documents and Settingstcustomer\My Documents\WrightsotflBestcon Homes,Lt 23 Hidden Paradise.rsr Page 1 RIGHT-J BUILDING ANALYSIS REPORT Second Floor Energy Design Systems 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904287-1258 Email:energydesign@comcast.net F10171618TV1 e Is For: Bestcon Homes Lot 23 Hiddden Pardise,Atlantic Beach, FI ------------------ ----------------- Htg Cig Infiltration Outside db(°F) 32 93 Method Simplified Inside db(°F) 72 72 Construction quality Average Design TD(°F) 40 21 Fireplaces 1 Daily range - M Inside humidity(%) - 50 Moisture difference(gr/lb) - 56 a Duds Walls Component Btuh/ft2 Btuh %of load Walls 3.6 3758 19.4 �l fk afi« Windows 29.0 5133 26.5 Doors 0.0 0 0.0 Ceilings 1.6 2867 14.8 Windows Floors 1.0 282 1.5 Infiltration 36.4 6440 33.2 °that Ducts 924 4.8 Total 19405 100.0 +r s Component Btuh/ft2 Btuh %of load Walls Duds Walls 2.2 2311 13.5 Windows 41.4 7327 42.8nha Doors 0.0 0 0.0 Ceilings 1.8 3225 18.8 Floors 0.0 0 0.0 Infiltration 8.5 1503 8.8 VVNKIOWS Ducts 1557 9.1 Internal gains 1200 7.0 Total 17123 100.0 Cooling at 83%SHR= 1.7 ton Cooling air flow=487 cfm/ton Cooling at 70%SHR=2.0 ton Cooling at 400 cfm/ton=2.0 ton Overall LI-Value=0.093 Btuh/ft2-°F Data entries checked. wrightsoft Right-Suite Residential'"5.0.66 RSR29784 2003-Oct-21 09:45:52 ,f-'Ck c:\Documents and Settings\customer\My Documents\Wrightsoft\Bestcon Homes,Lt 23 Hidden Paradise.rsr Page 2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Second Floor Energy Design Systems 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net For: Bestcon Homes Lot 23 Hiddden Pardise,Atlantic Beach,FI Notes: 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 19405 Btuh Structure 17123 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 19405 Btuh Use mfq.data n Rate/swing muitiplier 0.98 Infiltration Total sens. equip. load 16780 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 Internal gains 920 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 2491 Btuh Area(ftz) 1265 1265 Total latent equip. load 3411 Btuh Volume(ft') 13030 13030 Air changes/hour 0.67 0.30 Total equipment load 20191 Btuh Equiv.AVF(cfm) 146 65 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. ^^�• vvrjgHtS C>f't Right-Sude ResidentialTM 5.0.66 RSR29784 2003-Oct-21 09:45:52 �Iti C:\Documents and Settings\customer\My Documents\Wrightsoft\Bestcon Homes,Lt 23 Hidden Paradise.rsr Page 2 jr} CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION ;: (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Dite 11 \ • Job Address: I 14 PAMAV `eW CMA e r , Al UANLC BEAUA �F� 32233 Owner of Property: &5TC( , ]aL Address: 14 Pq LAM-kU_WA-(1 A-rLNiv Tri. 13E�+c.14 Telephone: 24(03-1q_7 Legal Description: Block Number: Lot Number: _ Zoning District: 2�j�— Contractor: F STC Oty �c'7l`�ls State License Number: t= 2-2.3 tpci Contractor's I.Address: . 14 4V N�0_5_:\.- Vii k A A-�(-A t�Jr 1 k C C l-\ t- 3 213_5 // Telephone: l 904)a4b- 3-217 Fax: l 24 - -712-(,e Describe proposed use and work to be done: NQ V,) CO N STR 1A C T t ON Present use of land or building(s): NQ�`�lE Valuation of proposed construction: 332 320, o a Is approval of Homeowner's Association or other private entity required? N C If yes, please submit with this application. Will/NO.0j ect involve changes in elevation,site grade or any use of fill material or the removal of any trees? Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. El NO. 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 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beacb.fl.us Page 1 Revised 1/14/03 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. Other information as may be appropriate for individual applications. I hereby certify that fallr1monrovided with this application is correct. Signature ofowner: Date: / UJ/0 I hereby certify thatI have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true d correct and that the plans and supporting data have been or shall be provided as required Signature of Contractor: ( J (a{.l X C/L� yy -- Date: -6&I 3 Address and contact information of person to receive all correspondence regarding this application (please print). Name: '(R IZA V1 L 1 TZ Mailing Address: /484 Lw KC-L Vel -1601t 13MC P r L 3 Z,L3--5 Telephone: 14U Fax: 904 0- f(. _ 112-iP E-Mail:_f APA °C hQSTCO N N 6 SMC S. C0o-1 AS TO OWNER: 1ttutuiiilr ., Sworn;�]i%, , ethis day of 20 . • O ARYF Stat�b •l d ounty'a1 t OD092737 :*- Notary's Signature: A114azac T 9�•'�.• B07 ffPersonally known ded 64 ��i Ge•�b!lc tlndg;�•'����` ❑ Produced identification S'A�E Type of identification produced AS TO CONTRACTOR: /� / �i�, /,� Swom to and subscribed before me this day of / �[yY�//(�/�r , 20 State of Florida,Coin�ij�uval .�`` �KAREN �, .�0 .•'......s`'B�'�. Notary's Signature: 0 . ersonally known 0 o m; _ El Produced identification we- 009?j3 y: Type of identification produced Z°ed ey: :N4c:)60 Seminole Road •Atlantic Beach,Florida 32233-5445 TAT E 0 247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 sf CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: Pllz i 1 I(, c 1 V J aj 6)Ur4 Type of Development: &w iNSid& hd -r1 IP Qn,; ry (tet we f 1 i k, S. Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ord' s affecting the proposed development. Applicant's Signature: — Date: // LO 3 Department Use: Required lowest floor elevation. As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 Map Output Page 1 of 1 JAXGIS Property Information 15�t1 "2AI iT9AG 14W 14F1Dd rr9xia 1"T9JDb k1 ki 1aQJQID �! 1a6x10 1CGt.60 1707040120 1477 102JOD 1473 1T4AD 179x16 iC12Ad 1469 13A0 1#3.11 162x10 Copryrip hi JC)2002 C ity of Jacl®envilk.FI 1341 Q Total Plat Map Flood E# Name Address Value Cres-Book Panel Legal Descriptions Zone andUse ping T 170704 012 11000 .21 0 5681 REAL ESTATE GROUP OF TH MARSH VIEW C 4--97 38-2S- S- E SOUTHEAST INC HIDDEN PARADISE 2233 LOT 23 http://maps.coj.neVWEBSITE/DuvalMAps/toolbar.asp 12/2/2003 LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 11 128 /2003 Re: Wind Loading Requirements For Lot 23 Hidden Paradise, Atlantic Paradise, Fl. Dear Building inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 2001- FBC for three second gust wind speeds of 120 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 2001- FBC as long as sheets #S-1 through #S-3 of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceilingethat ists of any shear forces acting normal to their longitudinal axis, I have no knowledge of any subsurface soil condition report ; thus, all footings were designed assuming an allowable soil bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report that will affect the above mentioned assumption, then 1 shall be notified and possible footing design revisions may need to be implemented prior to commencing with footings work. Please let me know, if further help is needed. Sincerel Louis J. Gabriel, P.E. WIND FORCES STRUCTURAL ANALYSIS FOR LOT 23 HIDDEN PARADISE , ATLANTIC BEACH, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF THE 2001- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE: NOVEMBER 30"' , 2003 111 � �l0� Date 'Sheet T7'1�...-�'' of i3 e ub f Yes; e �A:s tie Fo Eel(�,�.� Strctura L ct fit,► IZouF 4 w a,C,t S 1� �lI bu OSd FLo o'r Ty Li sse s pla o r Tye litl fiy G, S L w- . s P tx t. -W a.f rSee ScNeJ valrt. c to r Q tctW i�� j v►Gl o YclE t0 5 ;'.- i�2 6 eY►e bo lL' SIB:+ o r - Q IA Le sus vrO t� �:k�.et�►s e S acv,.+ vJ4�.P Yea"',ForGtrnt: —:: gooF <- 5 01 tom. UALe,ii t4C) pw�se goo 5 j.5 r ROP (�r� C T�r►cl� �Aia� � Pott� Duerk�S� 25 00 �{�L TQ- - � , o.F Resi.S• z (,orneter DATE: Sheet of (3610 l,. Gabc►�(., �- Lot L 1J S p eea 2 0 � C 3 S e c to s 5 tYtA&CLwf, Le-j1 'C ,,OL, 670 M . 2Z Ft• wA ht CX Oswf¢, w � cS /N�� �lMapo�to�nct Eat'Cor.I = 1•,4 uli�bof�na 9�br s Y W� �t'ej / ) . F 'j, LOS � W "S a t � Yt s•1 tom" L � / N�) can fv"C"� t� C�Ot� Ir to W4L*;,,. �-•+tee. P l WIND-SORNE DEBRIS PIN i ASI I0 SCAVULE� FOR WOOD � . FASTENER FASTENER.SPAGINO(101 TYPE Panel Span 5 2 ft 2 ft<Panel Span 4 ft<Panel Span 6 ft<Panel Span <4ft <6tt <6ft 21/2 M6 Wood Screw3 16 16 12 9 2 1/2 Sg Wood Screws3 16 16 16 12 Double-Headed Nails4 12 6 4 3 SI:1 ind=25.4 mm I foot--305 mm Notes: I. This table is based on a maximum wind speed of 130 mph(58.Ms)and mean roof height of 33 feet(10 m)or less. 2. Fasteners shall be'ft"od at opposing ends of the wood structural panel. 3. Where screws areattached to masonry or ttosoary/staceo,they shall be attached using vibration-resistant anchors having a minimum withdrawal capac- ity of 490 lb(2180 UN). 4. Nails shall be 10d common or 12d box doubtheeded nails. c p P wwA j S k lk i s tY�, - w��1 b� 6,., tom,. v Pu f t O• ke u F s1A VALt C to W1 rm4t:�. c - �°�•� Ps M W AAf'cW4 Fir %A c vW-VAUV\ N•�.Pt S�aCe o c. Pr "(J = SZ Ibs CG •�t�C (a• >:�; Co5• u lbs M.w�c JU Pt• �e�r F� arta w r!his s tn�cJG+V'e C � 04ACi3e' 3C `r\t;d A: � L4fi is DATE: l Sheet of M v t os �• �t. ric.L� Q�� 2soo/z C i � gmµ►•) ` to tzs P-�F p���l� � v • 382 • ., . N /A G Mu gLO4C W Cts,.A& Vtet; a ;- 4Uuw•Termly-,l TA '/Z,%+A 36 &Lt. o•S AP IF e SSer O Y- 0 o . z�6 �� of eat, 0~4f— Pnn = I Soo P si Fv 3G000 Ps•, 2.190 16s o r 1 �I9 O 1F �t+X'l$ t.iLk row 5te-LL A36 Was►,�rt.. a��u1�Q •� Fb lu�r -2?._ks�(stc�t I -F61 (u6*J)= 400 545Psi — taQGsca•): C9 oa�C1 33) = 532 p b+ 5-I s psi =_ A z4 - M,n+��.t (0.9T) Co•T5)Cz15X'S45c)CI14�=4�16"I:- +Fb _Mls =q0 i0•0026 , ` A _ S 1 t A 1r A id I "siv i O NA A M G6 r Bo l'tS A-1,luw A ble T c► b� G' G cuxc'(-4 Ft - IAAO ibs (sce above) Alluwsole SsAeo%v Qv, I/z. + A 6 bo it, = 35o q Fes, Ab �SSer Or- 0•11 R6 P� 146u-- We-j�e- Stiear= 350`�/C15oo)(o•z.) = 1957 Ibl o r (oY►2�to-2)( 36,000) = 869 lbs DATE: Sheet_ of �11�flh1 �. br�� Q-�• tat -L3 6) "t-4 S tYA_.Ar)-'LC P0 0 0 Icy-%to"C-Po' i {{ Building,simple diaphragm:A building which complies 3 with all of the following conditions: 2 4LON 1. enclosed building, 4E 3 !( 2. mean roof height,h,less than or equal to 60 ft(18 m), 2 u�rERaR 4E� 3. mean roof height, h, does not exceed least horizon- -ZONE tal dimension, ANGLE 4. building has an approximately symmetrical cross END section, ZONE 5. building has no expansion joints or structural sepa- 'LOND"�AL ' rations within the building, 1E LONGMMDINnL - a 6. wind loads are transmitted through floor and roof j7 tE diaphragms to the vertical lateral-force-resisting systems, and WINDDECTION RANG( 7. if the building has moment-resisting frames, roof I slopes do not exceed 30%. I FIGURE 1606.2b MAIN WIND FORCE LOADING DIAGRAM i I I WINDWARD ROOF WINDWARD ROOF LEEWARD ROOF CAL TT LEEWARD ROOF .l_.SRT-fTf-1 _ ._ _ U2 W TRANSVERSE ELEVATION LONGITUDINAL ELEVATION FIGURE 1606.2a APPLICATION OF MAIN WIND FORCE RESISTING SYSTEM LOADS FOR SIMPLE DIAPHRAGM BUILDINGS TABLE 1606.2D HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS Mean Exposure Roof Height B C D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 451.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1 1.87 Mote:All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. uu nnunrurru nu iuurrnururnrrurraaru�rruurrrnrnunwnnnrumrnraurntrrrunnntwounununmmuunrrumrrurruunrutuurnunrunwuuuuuuurwnwunrrnnuuwnnrrrurrrrrnmurrnnnmuunu uu i 1 TABLE 1606.2A o MAIN WIND FORCE RESISTING SYSTEM WIND LOADS FOR BUILDING WITH A MEAN ROOF HEIGHT OF 3o FEET LOCATED IN m Exposure B r- m j Norizontal loads2 Vertical Loads(psf) Max.Horizontal Wall Loads4(psf) m N I Windward n End Zone interior Zone End Zone Interior Zone Overhang Zone Wind Roof Velocity Load angle Windward I Leeward Windward Leeward End interior (mph) Directbn (degrees) Wall RooN Wall R00113 Roof Roof Roof Roof Zone Zone 1E 4E 1 4 90 Transverse 0-5 12.8 .7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 10.0 -7.5 7.2 -5.8 20 17.8 .7 11.9 -2.6 -15.4 -10.7 -10.7 -8.1 -21.6 -16.9 12.0 -10.1 8.8 -7.5 30< an le 5 45 14.4 9.9 11.5 7.9 5.6 -8.8 4.8 -7.5 -5. -5.8 11.0 -8.1 9.1 -6,8 Longitudinal All angles 12.8 -6.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 10.0 -7.5 7.2 -5.8 100 Transverse 0-5 15.9 1 -8.2 10.5 1 -4.9 -19.1 1 -10.8 -13.3 -8.4 -26.7 -20.9 12.0 -9.3 8.8 -7.2 20 22.0 1 -5.8 14.6 -3. -19.1 -13.3 -13.3 -10.1 -26.7 -20.9 15.0 -12.5 10.8 -9.3 30 < an le<_ 45 17.8 1 122 142 9.8 6.9 1 -10.8 5. - -7.2 3.0 t 11.3 -8,4 Longitudinal All Angles 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -26,7 -20.9 12.0 -9.3 8.8 -7.2 110 Transverse 0-5 ;26.8 -10.0 12.7 -5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 15.0 -11.3 10.7 -8.7 20 -7.0 17.7 -3.9 - 3.1 -16.0 -16.0 -12.2 -32.3 -25.3 18.0 -15.1 13.1 -11.3 30 < an le 45 14.8 172 11. 8.3 -13.1 7.2 -11.3 -7.6 -8.7 16.0 -12.2 13.7 -10.1 Longitudinal All Angles -10.0 12.7 -5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25:3 15.0 -11.3 10.7 -8.7 120 Transverse 0-5 -11.9 15.1 -7. -27.4 -15.6 -19.1 -12.1 -38.4 -30.1 17.0 -13.4 12.7 -10.3 20 -8.3 21.1 -4.6 -27.4 -191 -19.1 - 4.5 -38.4 -30.1 22.0 -18.0 15.6 -13.4. 30 < an le 45 17.6 OA 14. 9.9 -15 6 8.6 -13A -9. -10.3 19.0 -14.5 162 -12.1 Longitudinal All Angles -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -38.4 -30.1 17.0 -13.4 12.7 -10.3 130 Transverse 0-5 -13.9 17.8 -82 -32.2 -18,3 -22.4 -14.2 -45.1 -35.3 20,0 -15.7 14.9 -12.1 20 37.1 -9.8 24.7 -5.4 -32.2 -22.4 r,-22.4 -17.0 -45.1 -35.3 25.0 -21.1 18.3 -15.7 30 < an le< 45 30.1 20.6 24.0 16.5 11.6 -18.3 :' ' 10.0 -15.7 -10.6 -12.1 122.0 -17.0 19.1 -142 Longitudinal All Angles 26.8 -13.9 17.8 -82 -32.2 -18.1", -224 -14.2 -45.1 -35.3 20.0 -15.7 14,9 -12.1 140 Transverse 0-5 31.1 -16.1 20.6 4.6 -37.3 -21.2 -26.0 -16.4_ 52.3 -40.9 24.0 -18.2 17.3 -14.0 -n 20 43.0 1 -11.4 28.7 -6.3 -37.3 -26-0 1 -26.0 -19.7 -52.3 -40.9 29.0 -24.5 1 21.2 -18.2 r, 30 < an le 5 45 35.0 1 23.9 27.8 19,1 13.4 1 -21.2 1 11.7 -18-.2 -12.3 1 -14.0 26.0 -19.7 22.1 -16.4 z Longitudinal All Angles 31.1 -16.1 20.6 5.6 X7.3 •212_ -26.0 -16.4 -52.3 -40.9 24.0 -182 17.3 -14.0 > ISO Transverse 0-5 .7 -18.5 23.7 -11.0 -42.9 -24.4 .29.8 -18.9 .60.0 -47.0 27.0 -20.9 19.9 -16.1 c 20 49.4 -13.0 32. -7 -42.9 -29.8 -298 -22-6 -60.0 -47.0 34.0 -88.1 !24.4 -20.9 3 < an le 45 0.1 27.4 31.9 22.0 15.4 -24.4 13.4 - 0.9 -141 -16.1 30.0 -22.6 .4 -18.9Longitudinal All Angles 35.7 -18.5 23.7 -11.0 -42.9 -24.4 -29.8 -18.9 -60.0 -47.0 27.0 -20.9 .9 -16.1 Z Q 0 For SI; l ft2=0.0929 m2, 1 mph=0.447 m/s,I degree of angle=0.01745 rad,i psf=47.88 N/m2. 0 M Notes: I Pressures for roof angles from 5 to 20 degrees shall be Interpolated from the table. 2 Pressures are the sum of the windward and.leeward pressures and shall be applied to the windward elevation of the building in accordance with Figure 1606.2(c). c 3 If pressure Is less than 0,use 0. r= 4 Pressures shall be applied in accordance with Figure 1606.2(b). cr z Ka. l•.. L CHI 00 �L-7— ri OF POWDER ROOM-FIRST FLOOR BATHROOM �� EXTERIOR WALLS INTERIOR WAILS WALL "W V ,h• »r U. »O.T.W .0. "T"or"C" "Z"D S. "Z"O S. "NP"Q No. (ft) (ft) (ft) (Ib) (lb/ft) (lb/ft) (ft) (Ib) (unitiess) (ft) (unities$) (ft) U lv 47,s4 ,5 32, V 'All 3 ll—Al4 2 t y'1 IZ 4ht44 40 40040 1z LIZ X0404 S.S.4 gfto %S 6 1`11 t "0 4,0 t I lit i FACTOR. SHEAR WALL CALCULATIONS C-lPgT gTl1RY WAI I q -- ---- ---------------- ROOF ------------- ;ROOF PITCH IS 8:12 I I \ I ♦ I FIRST FLOOR WALLS EXCEPT IN GARAGE,FRONT PORCH AND I I FIAT CEILING BELOW ♦♦ i \♦ CATHEDRAL CEILING FRONT LIVING ROOM ARE I O I I ♦ II SECOND FLOOR WALLS ARE 9' I I - --- + ♦ 'TREY CEILING FROM --- - --- - - - I T- %� I ♦ 24 INCHES IN FROM j PORCH -FI GARAGE WALLS ARE 8' I I / ♦ \ WALL♦ / ` FRONT PORCH AND FRONT WING 1 I / ` MASTER BDRM ROOM ARE CL05E TO I I I I / \�♦ CEILING `♦`,\ j ♦♦♦ // ♦♦ FULLY SLOPED ON 8:12 PITCH ♦ i- - -- \ I I I +9'FIAT I OPEN BELOW \♦ t -- --- - I ' I ♦ I a CATHEDRAL _ _� ♦ ( 9'FLAT I f CEILING- I I MAXIMIZE ARCH-- 9'FLAT fFLAT I i I BEDROOM i 4=/.1 /: i' ♦♦ CENTER - - .♦ -- I �' - ♦� CCEILING r - -�- --- - ---- TREY CEILING FROM ♦ BELOW i '. ,i' / CATHEDRAL 24 INCHES IN FROM I \ CEILING- WALL' I / / I 9'FLAT MAXIMIZE PITCH enm - I A5 ATH I --- ------------ i _- . .- .. ..... -- BA ` M I t / i / —...._..._. r— I BEDROOM JI ♦ /,:� FLAT � r\' 1�� I ♦♦ I 9'FLAT f I I ♦ i I/ ��--- ----L --- -- ------------------- \� ------------ -------- --- ------- LIVING AREA 1265 sqft V ` Uiv `Un• � i. :. (ib) x t ftl l SNE-, • G P�-G��" P��� C,NIFANO FAGt� G(1 15t�A GES PNO SE Na F(�R �{i1( t ppNE? .ME SFOR V AL SOLO A NG A M S39ORZs N \S pyP -VX�p SER\Ofoll go Nh toµImp FANS5� �1fi X058 } a FtP•M SE 5\1 Pmvla-OW 60 GES OSE tlp pPNE1 EDS 1N�NE o I UN�FOR AN S g O.C• N 10N P fi�$NM�dc15 VOR A . \A�53 O.C. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027911 Date 3/16/04 Property Address . . . . . . 1474 MARSH VIEW CT Tenant nbr, name . . . . . . GAS PIPING & FIREPLACE Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --- ----- ----- ----------- ------------------------ BESTCON INC . SAWYER GAS COMPANY 411 PABLO AVENUE ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-6471 --------------------------------------------------- - ---- -------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due - -------- -------- ---------- -- -------- ---------- ------ ---- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 1j, c ' . -4.1 BUILDING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Property Address: o �l m A',S Pie u L40 r' Owner. ; C.oy Telephone #: Contractor: i t_ Aw51✓1 6,ft5 Telephone#: 7—qG ("41 Contractor Address: Fax#: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: ❑ Electric 'I Gas: )LLP Natural _Central Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _Space _Recessed _Central _Floor 41q Residential C3 Air Conditioning: —Room _Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfin ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) El Replacement of Existing System C3 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 HEATING—FURNACES,BOILER FIREPLACES AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency I YrN� � VFX YA UG CA Loln GA TANKS Nominal Capacity Type Liquid Serial Approving Hog Many &Dimensions ontained 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 CITY OF ATLANTIC BEACH %f 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 ��JF3i�f' Application Number . . . . . 03-00027330 Date 3/12/04 Property Address . . . . . . 1474 MARSH VIEW CT Tenant nbr, name . . . . . . NEW SFR, 1416RAD, 3162SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 332320 Owner Contractor ------- ----------- ------ ----- --- ---------------- BESTCON, INC . BESTCON, INC . 1484 LAUREL WAY 1484 LAUREL WAY ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-3747 (904) 246-3747 ------------ ---------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . DYNAMIC ELECTRIC COMPANY Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . Valuation . . . . 0 Expiration Date 9/12/04 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 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS CH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Ir 9 lvj�� BUILDING OFFICIAL CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION TO THE CHIEF ELECTRICAL INSPECTOR: DATE: A 20 IMPORTANT NOTICE; IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL CONTRACTOR: r enfcc MASTER ELECTRICIANS SIGNATURE: OWNER OF PROPERTY: -3 JOB ADDRESS: C-7- RES.( APT.( COMM.( PL13LIC( INDUS.( NEW(-f--**'OLD( REW.( ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SERVICE: NEW( .) INCREASE( ) REPAIR( CONDUCTOR SIZE '7'14 AMPS: letO COPPER( ) ALUM.( FEES Je,40 SWITCH OR BREAKER -200 AMPS PH -3 w VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL_ RECEPTACLESCONCEALED OPEN TOTAL -030AMPq 31,100 ANTET SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED TA—Alag— OVER APPLIANCES I BELL TRANSF. AIR H.P. RATING H.P. RATING CEIL. KW-HEAT CONDITIONING COMP. MOTOR OTHER MOTORS AMPS HEAT 0-11 OVER MOTORS I H.P, VOLTAGE PHS i NO. IHP VOLTAGE PHS MISCELLANEOUSCELLANEOUS UNDER 600V OVER 600V FT:RAINSFORMERS: i I —j NO. KVA NO. KVA NNEN TE ASHER I MOTOR SIZE S EACHOO SIGNRANSF. NO VAMA 800 Seminole Road-Atlantic Beach, Florida 32233-5445 Phone: (904)2417-5800- Fax: (904)247-5845- bttp:/Iwww.ei.adantic-beach.fl.us Rf-viq.A OU11101