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66 DEWEES - REVISED TRUSSES C 100.0. 1 201 I$I 101 TU 114 a 110 714 A T14 [ TI7 101 �.� \01 �— S R ; 4 R '+\ 1 100.04 I \\\ BLDR TO SCAB 2%6 PT OH'S 1 I 4704.00 – 8} 7-0000 +e c a a € a r g a . X r a s $ E g r a " � " R R ,¢ ]01 i ' j ' mi-: 011 !07 w ... ____.. 201 IDJf 3%......................... 10aT 7 .. L 8 3.. ...,.. 70407 t , s iBti s - a roar g 102T 1 201 2 R 4 — � .. ...._,. :\ 200 8 L TI Iw I1 ARRR 00 R R 1% 0 I 17.02 I 12 70040 704.14 17-07.10 711 470100 1210-00 23 OS 0117 17.02-05 17 07 00 4 21.0711 11 L R i R l W W W t 2.00.00 4045I— ,,,,,, WI 2.0-00 7104 i S [.. '^�. 0.2021 610 2 0-00— 7101 a s g E a s 8 888888 .� 2.ao 00 TO r - 2 000 .101 i8 -00 2-0 r - :................ 4 ^ 2,00-00 7204 44 2 000 0104 l 1.600:001 hla4r 00 >(00:0 1 01000Mal ■102 mre0i. Ip-00 7102 8 8 $ 8 8 8 2Ix 0o-0o, - 2.40jil 8 • 71ax 8 8 8 8 Q>4Q:oX2-0.00 nal62 - F t 4/"� r r `— ... 6 ic....744401 e.mni . , i i P $ j y 41.02-07 4.0-00 T 1 021010 vITEK PLATE AppOVAL c 21 (17 . 2 - 21G7 , G , WEYE F BEARING HEIGHT SCHEDULE 7' 9-1/8" 8' 1-1/8" \\\, 19'3" ,.,.,.,,,.,.,.* 29 3 +/- NOTES: ROOF PLAN 1.)REFER TO HIB 91(RECOEW4ENDATION5 FOR HANDLING INSTALLATION AND TEMPORARY BRACING.) REFER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REQUIRED. 2)ALL TRUSSES(INCUDING TRUSSES ANDER VALLEY FRAMING)MUST BE COMPLETELY DECKED OR REFER TO DETAIL VI05 FOR ALTERNATE BRACING REQUIREMENTS. 3)ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER. 4.)ALL TRUSSES ARE DESIGNED FOR 2'O6. MAXIMUM SPACING.LN-ESS OTHERWISE NOTED. 5.)ALL WALLS SHOWN ON PLACEMENT .00 11-00-0, PLAN ARE CONSIDERED TO BE LOAD BEARING.LNLE55 OTHERWISE NOTED. 6.)5742 TRUSSES MUST BE INSTALLED WITH THE T0P WING UP. 7.)BEAIMEADER/LINTEL(HDR)TO DE FURNISHED BY WILDER. H.,,,,,,, Bill IderS . FirstSource Jacksonville PHONE:Q04-772-6100 FAX.Q04-772-1,173 Tama PHONE.813-621-,1831 FAX 813-628-8Q56 1ST FLOOR Freeport PHONE:850-835.4541 FAX:650-835-6835 9UILDER Young American Homey LEO.NOUN 66 DeweeAve. lb'9 L 1""'":3/30/16 Guytom rt,nH UTI DEAN Or Orivislf,Icr,. f. 10/30/15 DPS 725584 F U S E P � O U C T # ' s 16 -50 . 2 - 1630 . 10 1726899 t°""`"°" '`725584 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 sini These truss designs rely on lumber values established by others. MI MiTek OFFICE COPY RE: 725584 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Young American Homes Project Name: 725584 Model: Custom Lot/Block: NA Subdivision: NA Address: 66 Dewees Ave. City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Hulsberg, Jeffery K., PE License #: 33152 Address: 11481 St. Augustine Rd. #202 City: Jacksonville State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: 55.0 psf This package includes 52 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T8329098 i CJO1 3/30/016 18 T8329115 HJO2 3/30/016 2 T8329099 1 CJO2T 3/30/016 119 1T8329116 HJ02T 3/30/016 3 T8329100 EJ01 3/30/016 120 1T8329117 HJO3 3/30/016 4 T8329101 1 EJO1 T i 3/30/016121 1 T8329118 HJO4 3/30/016 5 T8329102 1F101 3/30/016122 1T8329119 HJ05 3/30/016 6 T8329103 1F102 3/30/016123 1T8329120 j J01 3/30/016 7 T8329104 j F103 1 3/30/016 124 118329121 1J02 3/30/016 1_§__ 1T8329105 1F104 3/30/016 125 1T8329122 1 J02T 3/30/016 9 T8329106 1F105 3/30/016 126 118329123 J03_ 3/30/016 10 T8329107 F110 3/30/016127 1T8329124 JO3T 3/30/016 11 T8329108 F111 3/30/016128 1T8329125 J04 3/30/016 12 T8329109 F112 3/30/016 129 1T8329126 J05 3/30/016 13 T8329110 F113 1 3/30/016130_ 1T8329127 J06 113/30/016 14 T8329111 F114 13/30/016 131 1T8329128 J061 3/30/016 15 T8329112 F115 1 3/30/016 132 T8329129 J07 3/30/016 16 T8329113 F116 1 3/30/016 133 T8329130 J08 3/30/016 17 118329114 HJO1T 1 3/30/016 134 T8329131 J09 3/30/016 The truss drawing(s)referenced above have been prepared by MiTek �.�`otUIN i"ii�'/i Industries. Inc. under my direct supervision based on the parameters .` 0' E<<c'",� provided by Builders FirstSource-Jacksonville. � .�\C�E NS�.,1 • Truss Design Engineer's Name: Velez, Joaquin No 68182 My license renewal date for the state of Florida is February 28, 2017. * IMPORTANT NOTE:Truss Engineer's responsibility is solely for ,.,,.• STATE OF .:� design of individual trusses based upon design parameters shown /',c .• -4. ‘1.-.... 1.4 on referenced truss drawings. Parameters have not been verified ,'', F' • • O R .%.4. \ .� as appropriate for any use. Any location identification specified is ,�',it;/ONA1-E:o`�, for file reference only and has not been used in preparing design. 'wii,i,i,ii►►�-% Suitability of truss designs for any particular building is the Joaquin Velez PE No.6a182 responsibility of the building designer, not the Truss Engineer, MrrekUSA,Inc.FLCert 6634 / 6904 Parke East Blvd.Tampa FL 33610 per ANSI/TPI-1, Chapter 2. i Date: March 30,2016 Velez,Joaquin 1 of 2 RE: 725584 - Site Information: Customer Info: Young American Homes Project Name: 725584 Model: Custom Lot/Block: NA Subdivision: NA Address: 66 Dewees Ave. City: Duval State: Florida No. Seal# Truss Name Date 35 T8329132 11-01 3/30/016 36 118329133 j T02 3/30/016 37 (T8329134 I T03 3/30/016 38 118329135 I T04 3/30/016 39 18329136 !T05 3/30/016 40 I 18329137 T06 3/30/016 41 18329138 107 3/30/016 42 18329139 1108 ' 3/30/016] 43 T8329140 T09 3/30/016 44 T8329141 T10 _ 3/30/016] 45 T8329142 T11 3/30/016 46 T8329143 T12 3/30/016 47 T8329144 T13 3/30/016 48 T8329145 T14 3/30/016 49 T8329146 TGO1 3/30/016 50 T8329147 TGO2 3/30/016 51 T8329148 1G03 3/30/016 52 T8329149 1G04 3/30/016 2 of 2