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Permit SFR 310 6th St 2012 AN CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 Application Number . . . . . 12-00000756 Date 10/09/12 Property Address . . . . . . 310 6TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 600000 ---------------------------------------- Application desc NEW HOME ---------------------------------------- Owner Contractor - ------------------------ ----------------------- NELSON JEFFREY & KIMBERLY M ELITE HOMES INC. 480 OCEAN BLVD 357 12TH ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 349-2803 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone ZONEX ------ ------------------- -------------------------------- ----- -Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW RESIDENTAL SERVICE U/G Sub Contractor KNIGHT ELECTRIC LLC . 00 Permit Fee . . . . 145 . 00 Plan Check Fee 0 Issue Date . . . . Valuation . . . . Expiration Date . . 4/07/13 ------------------------------------- Special Notes and Comments 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE FOR AN APPROVED FINAL MECHANICAL A/C INSPECTION, A STICKER SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT TESTING AGENCY. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line. PERMIT I � t0�13GARg � Sd�IbIT��F�.' I�Art '� ®R ►?A�NcY� �+ D THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 Page 2 Application Number 12-00000756 Date 10/09/12 --------------------------------------- Special Notes and Comments metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a well on the property. Backflow preventer must be installed by a certified tester and a copy of the results sent to Public Utilities . On-site storage is required; a post construction topographic survey documenting proper construction will be required. All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement to property line. Reinforcing rods or mesh are not allowed in the right-of-way. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City right-of-way. (Approved: Advanced Disposal, Realco, Shappelle' s and Waste Management) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. --------------------- -------------------------------- Other Fees . . . . . . . . . STATE ELEC DCA SURCHARGE 2 . 18 STATE ELEC DBPR SURCHARGE 2 . 18 Fee summary Charged Paid Credited Due ---------- Permit Fee Total 145 . 00 145 . 00 Plan Check Total . 00 4 . 36 .. 00 . 00 . 00 00 . 00 Other Fee Total 4 . 36 00 . 00 Grand Total 149 . 36 149 . 36 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH /- 800 Seminole Rd, Atlantic Beach, FL 32233 12 - 75, Ph (904) 247-5826 Fax (904) 247-5845 .TOB ADDRESS: 1-=1- PERMIT# JEA INFORMATION REQUIRED ON ALL PERMITS dV Q AMPS a Y O VOLTS PHASE VALUE OF WORK$ NEW SERVICE El Overhead Underground ❑T Underground up Pole Residential (Main) Service �0-100 amps C 101-150amps C 151-200amps amps # of Meters Commercial(Main) Service 10-100 amps C:101-150amps 151-200amps amps CT Service amps Conductor Type Size "Multi-Family(Main) Service 10-100 amps 101-150amps 151-200amps amps # of Unit Meters Temporary Pole amps SERVICE UPGRADE [_! amps I CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) [7100 amps 150amps 200amps amps ICT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-30amps 31-100amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS IF 1 Swimming Pool C Sign f I Smoke Detectors_Qty Transformers KVA Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans Qty volts/amps VALUE OF WORK$ REPAIRS/MISCELLANEOUS Replace Burnt/Damaged Meter Can Safety Inspection Panel Change i 1OH to UG L Other: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name Phone Number � Electrical Company Kn ld/l fi �\tom\_rl� Office Phone cn� 1-qM4-(Fax 941-9$H3, Co.Address:_ ? - S City State License Holder(Print): � �� ' `�n l State.Certification/Registration#fflBQc Notarized Signature o Lic n SHIRLEY L.GRAHAM 6c7— 20 12- for Z- P,7V hOP`�AIS ION«op 95776 rn and subscribed for is day XPIREB'February 14,2014 ature of Notary Pub „dF l�ohtic+Thru Notary Public Underw'tea Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. MiTek a RE: 120921 - Nelson Residence MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Elite Homes Project Name: Nelson Residence Model: Tampa,FL 33610.4115 Lot/Block: Subdivision: Address: 310 6th Street City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record,If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria&Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2010frP12007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE7-10 Wind Speed: 130 mph Floor Load: 55.0 psf Roof Load: 40.0 psf This package includes 30 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 I Date No. Sea�k Truss Name I Date 9 y o o 5/24/012 ` - E v �1 74403023 F01 5/24/012 18 774403040—�-F18 �_� 12 I T4403024 I F02 15/24/012 119 I T4403041 I F19 5/24/012 13 I T4403025 I F03 15/24/012 120 I T4403042 F20 z ,Ja M 14 I T4403026 I F04 15/24/012 21 �� 8 E:.2LL 5 IT4403027 IF05 5/24/012 122 IT4403044 IT02 16 I T4403028 I F06 15/24/012 123 I T4403045 I T03 15/24/012 o y K4- 1 IT4403029 IF07 15/24/012 124 IT4403046 I T04 5/24/012 0 w 1 I T4403030 I F08 15/24/012 125 I T4403047 I T05 5/24/012 "� E 0 0 N" G C � N ❑ ❑ ❑ 19 I T4403031 I F09 15/24/012 126 I T4403048 I T06 15/24/012 3 ` SE 110 I T4403032 11710 5/241012 127 IT4403049 IT07 5/24/012 V 11 _I T4403033 I F11 15/24/012 128 I T4403050 I T08 15/24/012 r a 4 12 IT4403034 IF12 5/24/012 129 IT4403051 IT09 5/24/012 11.3 _IT4403035 (F 13 15/24/012 130 _f 74403052_1710 z 15/24/012 N 114 I T4403036 I F 14 - — ----- (5/24/012 0 5_z CD 115 I T4403037 I F15 15/24/012 1 W ' 116 I T4403038 I F16 15/24/0121 y o c~y 117 174403039 F17 5/24/012 z n a C' w o u. a o m n OD T -7 The truss drawing(s)referenced above have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters .``` �.j�Ps. A '14 provided b TrussMart Bldg Compts,LLC. �.` •'•G E N ., P Y g P � .�,.•�� SF•.;97� Truss Design Engineer's Name: Albani, Thomas39 0 My license renewal date for the state of Florida is February 28,2013. ' *:• •' NOTE:The seal on these drawings indicate acceptance of = ;ir professional engineering responsibility solely for the truss :• STATE OF :amu/: components shown. The suitability and use of this component '�•'•'cP for any particular building is the responsibility of the building �',�6. ............ designer, per ANSI/TPI-1 Sec '�i�s�0NA%fit E�.�`� RSD FOR CODE COMPLIANCE FL Cert. 6634 CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL May 24,2012 FILEOP �UIREMEN 1S AND CONDITIONani,Tho as 1 of 1 REVIEWED By: DATE: G— ©%z_. Job Truss Truss Type rOty Ply Nelso�_n�esidertce 120921 IF02 - �oor Truss-- ----_-_ - — - 14 �� gil.�(OD110naii TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 Run.7.340 s Mar 28 2012 Print,7.350 s Apr 23 2012 MiTek Industries,Inc. Thu May 24 13:58:58 2012 Page 1 I D:RmBPJoB 1 OiO77cTFu3Zp16zDlbG-cUdJOkcMRKODuE7wiPtivlFoEdMMxA_6fEZoeVzDHOR 0-1-8 1-3-0 4P2-00 PF4-P 0_ a= 1:35.5F Sc 1.523 11 6x6 =-= 6x6 - 1.5x3 1.50 - 5x5 == 1.5x3 11 1.5x3 11 3x5 FP== 5x5 - 1.5x3 - 1 2 3 4 5 6 7 8 9 10 11 12 13 25 26 24 23 22 21 20 19 18 17 16 15 14 3x5 '- 3x5 FP== 6x6 = 6x6 `= 5x5 = 3x5 '- 5x5= 10-5-12 11-7-4 '__- --2- -0------ -- -- ---- D---- 94-0 �5�12 - �_ 19-2�_ 15-8-4 —--�--18-2-4 _ --2-90----- 2'6'0- ---- -6-0-- 1-7-4 0-h=81-o-0---' t-o-00-y-8---1-7-0------ _z-6-�_- ....---..__._.__..-_2-6-0_ .._....-.-- 2-9-4_.._. Plate Offsets X,Y [14:0 - — ae1 0-1-8g_],J ge] - - { ) j140-2-0 Ede 18:0-1-8 Ed 19: E e 24_0-2-0 Ed LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.56 Vert(LL) -0.17 18-19 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.27 18-19 >907 360 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.07 14 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:127 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SYP No.2(flat) except end verticals. WEBS 2x4 SYP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 24=1132/0-5-8 (min.0-1-8),14=1132/0-2-12 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1376/0,3-4=-2325/0,4-5=-2903/0,5-6=-3118/0,6-7=-3118/0,7-8=-3118/0,6-9=-2903/0,9-10=-2325/0, 10-11=-1376/0,11-12=-1376/0 BOT CHORD 23-24=0/796,22-23=0/1936,21-22=0/1936,20-21=0/2699,19-20=0/3093,18-19=0/3118,17-18=0/3094,16-17=0/2699, 15-16=0/1936,14-15=0/796 WEBS 6-19=-529/273,7.18=-547/284,2-24=-1344/0,2-23=0/1044,3-23=-1010/0,3-21=0/703,4-21=-673/0,4-20=0/403, 5-20=-444/0,5-19=-378/677,12-14=-1344/0,12-15=0/1044,10-15=-1010/0,10-16=0/702,9-16=-673/0,9-17=0/404, 8-17=-448/0,8-18=-389/694 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. t%111111111111 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ``1r!, 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. ..... .1 4 , ri �i strongbacks to be attached to walls at their outer ends or restrained by other means. � � �j~,r� LOAD CASE(S) Standard ., r "at> '9380 .. ra_ > I ATE (Ji- Qj ° 4 _� L Cert. 6634 May 24,2012 al I=b!',t.4t.;.•.; t.1"!,.q.A}gerlr ii`i'r. 1 rt,...:7 a f E. ? #at,E i'A'E ph 74,..3 Design valid for use only with MiTek connectors.This design is based only upon parameters shown and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ^�^ erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding )9 tobricalion,quality control,storage,delivery,erection and bracing,consult ANSI/TPI]Quality Criteria,DSB-89 and BCSI Building Component 6964 Parke East Blvd, Safety Information available from Truss Plate Institute.781 N Lee Street Suite 312 Alexandria VA 22314. Tampa,FL 336104115 t « job son 1120921 __-_- F03 s-_ — FloorT ussPe__-__ Qty -_]PI Y 1 R_Pfersidence - ll! TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 Run:7.340 s Mar 28 2012 Print,7.350 s Apr 23 2012 MiTek Industries,Inc.Thu May 24 13.58:58 2012 Page 1 I D:RmBPJoB10i077cTFu3Zp16zD I bG-cUdJOkcM RKODuE7wiPtivlFlndPGxBU6fEZoeVzDHOR 0.1-8 —13-0 -I 4`� --2_0_0_ 5+ 01f8 Scall=1:29.2 1.5x3 II 6x6 f 1Job ITruss Truss Type Qty Ply Nelson Residence ' 120921 - F04 -_._._..---- ---Floor Truss ---- - --—- 3 ' �2fgLPP_Gg -.___.. TRUSSMART BUILDING COMPO`NENTS,Midway,GA,31320 Run.2340 s Mar 28 2012 Print:7.350 s Apr 23 2012 MiTek Industries,Inc.Thu May 24 13:58:58 2012 Page i I D:RmBPJoB1 OiO77cTFu3Zpl6zDIbG-cUdJOkcMRKODuE7wiPtivlFoic1MHxAb6fEZoeVzDHOR 0-1-8 H i 1-31 2-0-0 0-I(B Scale=1:51.4 1.5x3 1.5x3 1.50 -5x5 -_= 5x5 = 3x5 FP- 5x5-= 5x5 Job Truss - Truss T e - 20921 F05 iTRUSSMART BUILDING COMPONENTS Midw- - 1FIoor Truss - - Iffy L_ - -'.JJQbsRef�ref_10e.(OptlORdl� . __ _ - ay,GA,31320 Run.7.340 s Mar 28 2012 Print:7.350 s Apr 23 2012 MiTak Industries,Inc.Thu May 24 13:58:59 2012 Page 1 ID:RmBPJoB1Oi077cTFu3Zp16zDlbG-4hBhb4d_Ce84VOi6G70XSzo?hlnjgh9FuuJLAxzDHOO o-1-a 1_10-8 ------- -_---- -{ 011 Scale=1:19.1 1.5x3 II 1.50 II 1.5x3 3x3 = 3x3 -= 1.5x3 11 3x3 3x3 -- 1.5x3 =_ 1 2 3 4 5 6 7 �4 15 19 i 12 1 10 g ...�� 3x3 = 1.5x3 !I 30= 3x3 3x5 3x5 Plate Offsets(X-yl: j8:Q-2-0 EdgeJd13_0-2-0 Ede - - --- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.39 Vert(LL) -0.07 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.47 Vert(TL) -0.10 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 l Code FRC2010ITP12007 (Matrix) Weight:71 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SYP No.2(flat) except end verticals. WEBS 2x4 SYP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 13=606/0-3-8 (min.0-1-8),8=606/0-3-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-640/0,3.4=-884/0,4-5=-884/0,5-6=-642/0 BOT CHORD 12-13=0/408,11-12=0/884,10-11=0/884,9-10=0/842,8-9=0/414 WEBS 6-8=-698/0,2-13=-687/0,6-9=0/411,2-12=0/419,5-9=-360/0,3-12=-439/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 01 � ��satrsi��$� Q w ( " . y 1 W j, 393801 S F AT F U r, 4c', FL Cert. 6634 May 24,2012 tpioliccloility esign valid for use only with Virek connectors.This design is based only upon parameters shown,and is for an individual building component. of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is!or lateral support or individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ygBB erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding (Tedi febricalion,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute 781 N.Lee Street Suite 312 Alexandria VA 22314. Tampa,FL 33610-0115 Job Truss Truss 101, Type JNeison Residence 1120921 1F06 Floor Truss -- --�-- - --- __ 44.R�f�ns�(szRlLoti�) TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 Run:7.340 s Mar 28 2012 Print:7.350 s Apr 23 2012 MiTek Industries,Inc.Thu May 24 13.58:59 2012 Page 1 ID:RmBPJoB10i077cTFu3Zp16zDlbG-4hBhb4d_Ce84VOi6G70XSzo1vlpGghOFuuJLAxzDH00 0-1-8 F-1 I_.--_-___1-3-0_-_._—� I-_-- 1-8_0__--- —� 0)1-P Scale:3!4"=1' 1.5x3 II 3x3= 1.50 11 3x3 = 1.50 11 1 2 3 4 3x3 = 5 6 12 13 1.50 _ 1.5x3 4 o 4 a 11 10 9 8 7 3x3 = 1.5x3 II 3x3 3x5= 3x5 '- 8-8-0 Plate Offsets(X Yy i[T.0-2-0.Ec1 el f11:0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.04 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.37 Vert(TL) -0.06 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:57 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SYP No.2(flat) except end verticals. WEBS 2x4 SYP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 11=457/Mechanical,7=457/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-501/0,3-4=-501/0,4-5=-427/0 BOT CHORD 10-11=0/293,9-10=0/501,8-9=0/501,7-8=0/312 WEBS 5-7=-527/0,2-11=-491/0,2-10=0/380 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ;#1###i# rrrr 4 r No +• i 39380 •t y a w" J� < •rye � r • �L *4' ("ATF (_)t": i a FL Geri. 6634 May 24,2012 1,St 1,. P?2,H A114017x('1, t'L)"('S'K RE-y S(x(c PA('r£M11,i4 861, R? 1,r6k. Design valid for use only with MiTek connectors This design is based only upon parameters shown,and is for an Individual building component ' Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the B erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MR* IC fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Cdteda,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute 781 N Lee Street Suite 312 Alexandria,VA 22314 Tampa,FL 33610-4115 Job Truss - -r -------- iTrussT e ------- ---- 1 yp jQty 1PIy Nelson Residence 120921 F07 Floor Truss 3 J ' -- - - -- - - - J2-Referen�(optional) - - -- TRUSSMARTBUILDING COMPONENTS,Midwa GA,31320 _- YRun.7.340 s Mar 28 2012 Print 7.350 s Apr 23 2012 MiTek Industries,Inc.Thu May 24 13:58:59 2012 Page i 0-1-8 - ID:RmBPJoB10i077cTFu3Zpl6zDlbG-4hBhb4d_Ce84VOi6G70XSzoOxlofgh9FuuJLAxzDHOQ I-_I - _ 1-30_.----- 1 l______-_..-t 11x8 --. _ Scale=1:16.5 1.5x3 II 3x3'- 1.5x3 II 30 -- 1.50 iI 1 2 3 4 3x3 _ 5 g 2 t - - -- -_, 13 1.5x3 1.5x3 - I 4 / ;q N p „ 10 3x3 1 8 1.5x3 II 3x3 - 3x5 3x5 _ Plate 0ffset-s X Y 1. 1 X7:0-2-0 Edc_)_je j11,0-2-0 a -- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.06 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.41 Vert(TL) -0.07 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:57 Ib FT=0%F,0°/E LUMBER BRACING TOP CHORD 2x4 SYP Isis lat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SYP No.2(flat) except end verticals. WEBS 2x4 SYP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 11=473/Mechanical,7=473/0-5-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-533/0,3-4=-533/0,4-5=-450/0 BOT CHORD 10-11=0/304,9-10=0/533,8-9=0/533,7-8=0/324 WEBS 5-7=-547/0,2-11=-510/0,2-10=0/418 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard t��yttltlittdt�t No 39 3 8 01 d, S.f fit'{-F i.1 t': �.ct 11111111110 May 24,2012 s.. .:<I,t ,< .-"-z _?.....3 u,:• Design valid for use only with MiTek connectors This design is based only upon parameters shownr ands for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibiltHy of the MiTek p,,gg'y^ g, erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding E V#iTek fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 904 Safety Information available from Truss Plate Institute 781 N Lee Street Suite 312 Alexandria VA 22314. Parke East Blvd 6 Tampa,FL 33610-0115 - A Job - Truss Truss Type Ply 1 Nelson Residence .I 120921 J �F08 door Truss `` .este-mQe vptLtZn TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 Run.7.340 s Mar 28 2012 Print:7.350 s Apr 23 2012 MiTek Industries,Inc.Thu May 24 J59 2012 Page 1 I D:RmBPJoB t Oi077cTFu3Zp16zDIbG-0hBhb4d_Ce84VOi6G70XSzo5n 1 uygjJFuuJLAxzDH00 0 {8 0-K8 Scale=1:35.9 3x5 FP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 7 38 g � o 7 . 1 36 35 3433 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x3 "- 3x5 FP= 30 -= -5:12 _.. _. . ----- -------- -_ ._...._21.5-12_- —__ ---. LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 19 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:112 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SYP No.2(flat) except end verticals. WEBS 2x4 SYP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2x4 SYP No.3(flat) REACTIONS All bearings 21-5-12. (lb)- Max Grav All reactions 250 Ib or less at joint(s)36,19,35,34,32,31,30,29,28,27,26,25,24,23,22, 21,20 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0,131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOADCASE(S) Standard ��`��{� •tirl��t�t'' No 39 380 S"1 [, ry s :AL r r l "aa 111111111011 N A .,\tt FL Cert. 6634 May 24,2012 ht'Design valid for use only with MiTek connectors,This design is based only upon parameters shown,and is for an individual building component Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during constfuciion is the responsibility of the p{A l p erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding M ek latancolion,quality control,storage,delivery,erection and bracing,consult ANSI/Vn.aallty Criteria.DSB-89 and SCSI Buildlnp Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute 781 N Lee Streetr Suite 312 Alexandria VA 22314. - - - a- - - - - T mpa FL 33610-4115 tl Job Truss 1Truss Type Qty Ply Net,. Resdence 120921 F09 ---- -- -Floor Truss- --_----- ---- ---- - _I_ ggference f Dh I TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 Run:7.340 s Mar 28 2012 PrinC 7.350 s Apr 23 2012 MiTek Induslnes,Inc.Thu May 2413:59.06_20Q 2012 Page i m ID:RmBPJoB1Oi077cTFu3Zp16zDlbG-Ztl3pQddzxGx7YGJggv _ALBPQ9TP7gP6Y2uiNzDHOP 0-1-8 �.__.1-11-8 —1 018 Sc91'e=1:36.4 1.5x3 3x5= 1.5x3 it 1.5x3 -' 1.5x3 1.5x3 11 3x5 FP= 1.50 1. 2 3 4 5 6 7 8 9 10 11 12 13 14 126 27 � to 25 24 23 22 21 20 19 18 17 16 15 3x5 -_' 3x5 FP== 3x6 = 3x5 -= 3x5= 9-1-0--------- - Plate Offsets(X-yy. 11:0-2-0 Edge,j1 ..0-2-0 Ede 8:0-2-0 Edgel [25:0-2-0 Ed LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.32 Vert(LL) -0.05 17 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0.07 16-17 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.02 15 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:136 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SYP No.2(flat) except end verticals. WEBS 2x4 SYP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 25=674/0-5-8 (min.0-1-8),19=1155/0-5-8 (min.0-1-8),15=49410-5-8 (min.0-1-8) Max Grav 25=690(LC 10),19=1164(LC 9),15=527(LC 7) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-755/0,3-4=-1159/0,4-5=-1159/0,5-6=-1159/0,6-7=-839/0,9-10=-674/0,10-11=-674/0,11-12=-527/0, 12-13=-527/0 BOT CHORD 24-25=0/476,23-24=0/1018,22-23=0/1018,21-22=0/1159,20-21=0/1070,19-20=0/584,18-19=0/476,17-18=0/674, 16-17=0/674,15-16=0/361 WEBS 2-25=-802/0,2-24=0/504,3-24=-474/0,3-22=0/336,7-19=-793/0,7.20=0/510,6-20=-485/0,6-21=0/291, 9-19=-528/0,9-18=0/451,10-18=-272/0,13-15=-609/0,13-16=0/299 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. V1111 f!t t 111l 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. , ttiti� A °Y� ltd Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) StandardNo 39380 :HATE ILI+ ` s��fNIA#,�i FL.Cert 6634 May 24,2012 i � Design valid for use only with Welkconnectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designernottruss designer.Bracing shown is far lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding 11 fabrication,quality control storage,delivery,erection and bracing consult ANSI/71`11 Quality Criteria DSB 89 and BCSI Building Component 6904 Parke East Blvd. Surety Information available from Truss Plate Institute 781 N Lee Street Suite 312 Alexandria VA 22314 Tampa,FL 33610-4115 l � -- — - -- - Job Truss 7FLO uss Type Qty Ply Nelson Residence 120921 IF10 ORTRUSS —_ —� TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 Run:7.340 s Mar 28 2012 Print:7.350 s Apr 23 2012 MiTek Industries,Inc.Thu May 24 13:59:01 2012 Page 1 I D:RmBPJoB 1 OiO77cTFu3Zp16zDlbG-131SOmeFkFOolirVNYR?XOtNugVX8X?YLCoSEpzDH00 0-1-8 1-3-0 1:31.3 le=1:38.3 1.5x3 I' 1.5x3 1.50 = 1.5x3 11 1.5x3 I 3x5 FP= 56 == 1.50 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 1 / 29 27- 26 25 24 23 22 21 20 19 18 17 16 36 =' 3x5 FP= 36 -= 3x5= 1.50 3x5 _- 5x5 22-7-0 21-3-0 1------ - --_--- ------12-4-12 Plate Offsets(X,Yg_[14:0-2-0 Edge] [16:0-2-0 Edge] [17:0-2-0 Edgej [20:0-2-0 Edge] [27:0-2-0 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.28 Vert(LL) -0.05 22-23 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.32 Vert(TL) -0.07 24-26 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.02 17 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:145 Ib FT=0°/F,0%E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SYP No.2(flat) except end verticals. WEBS 2x4 SYP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 27=629/0-5-8 (min.0-1-8),17=1470/0-5-8 (min.0-1-8),21=1145/0-5-8 (min.0-1-8) Max Grav 27=676(LC 14),17=1491(LC 4),21=1152(LC 3) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 16-29=-845/0,15-29=-845/0,2-3=-736/0,3-4=-1112/0,4-5=-1112/0,5-6=-1112/0, 6-7=-764/0,7-8=-114/457,8-9=-114/457,9-10=-548/290,10-11=-548/290, 11-12=-391/353,12-13=-391/353,13-14=0/514 BOT CHORD 26-27=0/465,25-26=0/988,24.25=0/988,23-24=0/1112,22-23=0/1005,21-22=-23/501, 20-21=-316/373,19-20=-290/548,18-19=-290/548,17-18=-4201219,16-17=-514/0 WEBS 14-17=-962/0,2-27=-785/0,7-21=-845/0,2-26=0/488,7-22=0/552,3-26=-454/0, 6-22=-545/0,3-24=0/306,6-23=0/352,9-21=-507/0,9-20=0/414,10-20=-254/0, 13-17=-616/0,13-18=0/344,11-18=-329/0,14-16=0/1002 NOTES 1)Unbalanced floor live loads have been considered for this design. 11 t I t t tt t tint 2)All plates are 3x3 MT20 unless otherwise indicated. �%%�� 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. ]}f° Strongbacks to be attached to walls at their outer ends or restrained by other means. �"L ."°w\ �`4" 5)CAUTION,Do not erect truss backwards. No 39380 LOAD CASE(S) Standard * �' 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 11 Uniform Loads(plf) r1 Vert!16-27=-10,1-15=-100 rw Concentrated Loads(lb) -�.°° 6]-ATE Vert:15=-800 f A, ttttttEtti►r�t FL Cert. 6634 May 24,2012 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the w y ys is erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding CYt 1 SC lubrication,quality control,storage,delivery,erection and bracing,consult ANSIITP11 Quality Cdfeda,DSB-89 and SCSI Buildlnp Component 6904 Parke East Blvd. Safety Information ovoilable from Truss Plate Institute 781 N Lee Street Suite 312 Alexandria VA 22314. Tampa,FL 33610-4115 �)1-t:y12i rf- -] Job Truss Truss Type Qty Ply Nelson Residence 120921 F11 Floor Truss 2 1 ---� Ref�r�n�elo_ptsnaU- TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 Run.7.340 s Mar 28 2012 Print.7.350 s Apr 23 2012 MiTek Industries,Inc.Thu May 24 13 59:02 2012 Page 1 I D:RmBPJoB 1 OiO77cTFu3Zp16zDlbG-VGsgD6ftVY WfNsQhxFyE3bQYeErHt_EiasX?nGzDHON 0-1-8 1:31. f0-11 8 1.5x3 II 1.5x3 11 1.54 `- 1.50 1.5x3 1 3x5 FP 5x5 1.5x3 -- 1. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 qq 28 - 29 Z to - 27 26 25 24 23 22 21 20 19 18 17 16 3x5 -= 3x5 FP= 3x6 = 3x5 = 1.5x3 11 3x5 = 5x5 22-3-4 _2tk2f2 -----_I _.----- -----...------- - ---- 121-0 8-10-4------ --- ---- -. _o-_221z 1-1a Plate Offsets_.(X Yj. �14_0-2-O,Edge1,[16:0-2-0 Edgel f1.7:0-2-0 Edge][20 0-2-0,EdgelL27 0-2-O,Edgej__-__—_- -- --- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.28 Vert(LL) -0.04 19 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.06 24-26 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.02 17 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:144 Ib FT=0%F,O%E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SYP No.2(flat) except end verticals. WEBS 2x4 SYP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 27=610/Mechanical,17=1469/0-5-8 (min.0-1-8),21=1132/0-5-8 (min.0-1-8) Max Grant 27=661(LC 14),17=1489(LC 4),21=1145(LC 13) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 16-29=-845/0,15-29=-845/0,2-3=-715/0,3-4=-1068/0,4-5=-1068/0,5-6=-1068/0, 6-7=-751/0,7-8=-90/480,8-9=-90/480,9-10=-535/299,10-11=-535/299, 11-12=-384/358,12-13=-384/358,13-14=0/515 BOT CHORD 26-27=0/454,25-26=0/958,24-25=0/958,23-24=0/1068,22-23=0/979,21-22=-34/501, 20-21=-330/354,19-20=-299/535,18-19=-299/535,17-18=4221216,16-17=-515/0 WEBS 14-17=-962/0,2-27=-766/0,2-26=0/471,3-26=-437/0,3-24=0/283,7-21=-830/0, 7-22=0/540,6-22=-530/0,6-23=0/324,9-21=-496/0,9-20=0/396,13-17=-61410, 13-18=01342,11-18=-325/0,14-16=0/1002 NOTES 1)Unbalanced floor live loads have been considered for this design. %fifi►11 B t! 2)All plates are 3x3 MT20 unless otherwise indicated. � S r,tr��t 3)Refer to girder(s)for truss to truss connections. 1 ✓y 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �" T a N 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ' 6)CAUTION,Do not erect truss backwards. (`u i 3,93 80 LOAD CASE(S) Standard = 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 ry Uniform Loads(plf) Vert:16-27=-10,1-15=-100 I'ATF () 441 Concentrated Loads(lb) Vert:15=-800 fry "4'= G L Cert, 6634 May 24,2012 Design valid for use only with MiTek connectors.This design is based only upon parameters sho.nr and is far an individual building component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer,Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the tg erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding PA i - fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute 781 N Lee Street Suite 312 Alexandria VA 22314 Tampa,FL 33510-4115 I :rel r lrllt,r ' 'r- 1 R Job Truss JIFIcarTruss TypeQty Ply11job Nelson Residence lob F12 Truss 3_— .___ — —__._ TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 Run:7.340 s Mar 28 2012 Print:7.350 s Apr 23 2012 MiTek Industries,Inc.Thu May 24 13:59:02 2012 Page 1 ID:RmBPJoB1 Oi077cTFu3Zp16zDlbG-VGsgD6ftVYWfNsQhxFyE3bQY4Eq Dt1 QiasX?nGzDHON 0-1-8 H F._1-3-0----i1r— 5-8- F--1-11-8 01{8 SQ =1:35.9 1.5x3 I! 3x5 = 1.5x3 1.5x3 = 15x3 11 1.5x3 11 3x5 FP= 1.5x3 =_ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 q 26 27 4 / 4 25 24 23 22 21 20 19 18 17 16 15 3x5 = 3x5 FP= 3x6 = 3x5 = 36 12-1-0_ 12-1-0 Plate Offsets(X,Y) [11:0-2_0Edge)115:0-2-O.Edaej 18[ .0-2-0 Edgel [25.0-2-0 EdgeI LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.05 17 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.36 Vert(TL) -0.07 17 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.02 15 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:135 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SYP No.2(flat) except end verticals. WEBS 2x4 SYP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 25=659/Mechanical,19=1133/0-5-8 (min.0-1-8),15=497/0-5-8 (min.0-1-8) Max Grav 25=677(LC 10),19=1148(LC 9),15=524(LC 7) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-737/0,3-4=-1118/0,4-5=-1118/0,5-6=-1118/0,6-7=-830/0,9-10=-665/0,10-11=-665/0,11-12=-522/0, 12-13=-522/0 BOT CHORD 24-25=0/466,23-24=0/991,22-23=0/991,21-22=0/1118,20-21=0/1047,19-20=0/589,18-19=0/462,17-18=0/665, 16-17=0/665,15-16=0/359 WEBS 2-25=-785/0,2-24=0/488,3-24=-458/0,3-22=0/313,7-19=-773/0,7-20=0/492,6-20=-466/0,6-21=0/261, 9-19=-516/0,9-18=0/430,10-18=-262/0,13-15=-605/0,13-16=0/294 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 1111 ll 1l 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `4� A 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131 X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6 CAUTION,Do not erect truss backwards. \„ '° r LOADCASE(S) Standard n4 t% 39380 �k s FATE ^° 4 FL Cert. 6634 May 24,2012 ;<4.sh..y.. V as+`.'.. r,;,...r•..r� r•�...:<•-.a' AD X"'.Ci.' Agfa, ,t N1t hk(L"LlED!2I"yirf 'EREW L PA(_;£:'IM'f.4/j€36FOI-�',101i,:. Design valid for use only with MiTek connectors This design is based only upon parameters shown,and is for an individual building component ' Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector, Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Mi fabrication,quality control,storage delivery erection and bracing consult ANSI/TPIt Quality Criteria DSB 89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute 781 N Lee Street Suite 312 x Aleandria VA 22314. Tampa,FL 33610-4115 — P JobTruss Truss T e yp Qty Ply Nelson Residence 120921 F13 Floor Truss 1 1 11 — -- --1_ - b_13efer� al) eAop1ton _ TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 Run.7.340 s Mar 28 2012 Print.7.350 s Apr 23 2012 MiTek Industries,Inc.Thu May 24 13.59 03 20 12 Page 1 I D:RmBPJoB 1 Oi077cTFu3Zp16zDl bG-zSQCRRgVGseW_0?uVyTTcpznoeFucXJroWHZJizDHOM 01118 0-�118 Scale:1/2"=1' 1 2 3 4 5 6 7 8 9 10 11 12 2 26 6. R d N N 24 23 22 21 20 19 18 �17 J J 16 �—J15 —�-Y14 v 13 3x3 3x3 3x3 -- -- -- - - - -- - ---- -- -- -----14-3-12---- -- _.__--- --_-__ .-__._ -.-_..---- ----- ----- ------------ 14312----------- __ LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 VertLL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 13 n/a n/a BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:78 Ib FT=0%F,0%E -_ -- -_ -_J-_ -,__._J__ _____ __ _ ---- - -_- - LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SYP No.2(flat) except end verticals. WEBS 2x4 SYP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SYP No.3(flat) REACTIONS All bearings 14-3-12. (Ib)- Max Grav All reactions 250 Ib or less at joint(s)24,13,23,22,21,20,19,18,17,16,15,14 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard " t 3`380 f SI-ATE U t a441 'S� O NA � %%11"11 �,w FL Cert. 6634 May 24,2012 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Tq - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding M iTek fabrication,quality control storage,delivery,erection and bracing consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute 781 N Lee Street Suite 312 Alexandria VA 22314 Tampa,FL 33610-4115 i i4': !'4. I> >I.S; 4 ,f- } 4Ii;:: ?17[1 l ,:`,' Job Truss Truss Type Qty Ply Nelson Residence 120921 F14 Floor Truss 1 1 __ IJob Reference(Qptional) TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 Run:7.340 s Mar 28 2012 Print:7.350 s Apr 23 2012 MiTek Industries,Inc.Thu May 24 13:59:03 2012 Page 1 ID:RmBPJoB1 OiO77cTFu3Zp16zDlbG-zSQCRRgVGseW_O?uVyTTcpzfveOVcQCroW HZJizDHOM 0-1-8 0-11_8 S. =1:30.0 1.5x3 II 1.5x3 II 1.5x3 =_= 5x5- 30= 3x3 = 1.5x3 II 5x5 _ 3x3= 3x3= 5x5=- 1.5x3 1 2 3 4 5 6 7 8 9 10 20 21 pyY / o iC 18 17 16 15 14 13 12 3x5 5x5= 3x3= 3x3= 1.5x3 11 3x3= 5x5= 3x5 -_- 5x5 ---- 4----- - ----.5-3=0_ _.�. 7-4=0-- Z-PT8-8�1-B-t9-5-8- 12 5 8 14-11-8 __+_____17-8-8 -. 2-9-0-__ 2-6-0 — 2-_1-0--.._. 0_7-8 1=0-0 1-0-Q--6-0 2-6-0 -2-6-0 - 2-9-0 Plate Offsets(X Y) _L60-1_8 Edgie],j111 0-2-0 Edael j19:0-2=0 Edael LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.56 Vert(LL) -0.16 16-17 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 1.00 Vert(TL) -0.22 16-17 >935 360 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.05 11 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:108 Ib FT=O%F,0%E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SYP No.2(flat) except end verticals. WEBS 2x4 SYP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:15-16. REACTIONS (Ib/size) 19=1265/0-5-8 (min.0-1-8),11=1043/0-5-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1562/0,3-4=-2422/0,4-5=-2643/0,5-6=-2643/0,6-7=-2569/0,7-8=-2079/0,8-9=-1252/0 BOT CHORD 18-19=0/893,17-18=0/2214,16-17=0/2608,15-16=0/2643,14-15=0/2643,13-14=0/2386,12-13=0/1755,11-12=0/730 WEBS 5-16=-309/94,6-15=-273/388,2-19=-1508/0,2-18=0/1206,3-18=-1175/0,3-17=0/380,4-17=-408/0,4-16=-246/488, 9-11=-1233/0,9-12=0/941,8-12=-907/0,8-13=0/583,7-13=-554/0,7-14=0/509,6-14=-708/208 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard1191 t 1 Y 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 `4`�1 A r�,�l�/ Uniform Loads(plf) Concentrated Loads(Ib) 1-10100 � c.E N Vert:3=-400No 39380 - 1111111111101 o FL Cert. 6634 May 24,2012 Y5 tr.:Yf ve i�,e�"q paste, T,and PLM),4`;7'Y=';N'TH1 v?Ntrlatit L zJidl'4111I �€.E. LI1^'SAfKt PAGEPill,74Z BEFWN!E Uds_4 Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component.:. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillify,of the yy y* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding i'+di I fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute 781 N Lee Street Suite 312 Alexandria VA 22314. Tampa,FL 33610-4115 1.1)1 2.0'21fi _d l"' 1 Y Job cuss Truss Type Qty Ply Nelson Residence - - i 120921 F15 Floor Truss 8 i -- - B — -- — -------- Job Reference(4 tionall TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 Run:7.340 s Mar 28 2012 Print:7.350 s Apr 23 2012 MiTek Industries,Inc.Thu May 24 13.59 03 2012 Page 1 I D:RmBPJoB 1 Oi077cTFu3Zp16zD l bG-zSQCRRgVGse W_O?uVyTTcpzZ4eOtcMl roW HZJizDHOM 0-1-8 1-3-0.-I 1p-9-8� ---._2-0-0 P-B:� 0-1 8 Sc�fe=1:41.2 6x8 MT20H=_ 1.50 11. 3x4 -- 1.5x3 II 1.5x3 == 3x3-_= 3x3 3x3 =- 3x3 3x5 FP=` 1.50 =_ 1 2 3 4 5 6 7 8 9 10 11 12 13 27 28 ,a 26 25 24 23 22 21 20 19 18 17 16 15 14 5x7 3x8 MT20H FP= 3x3-_= 1.5x3 11 1.5x3 11 3x4 3x4 3x3 =_ 5-3-0 —�--I S'0 - 1D9----711'2"0}12 24+]3 2Q 149 0+ ------ 64 --��20 _j_ 2-9 0 _________2-6-0 2-6-0_________ 2-6-0 ----0-111-0 1-0-0 1_0-0 0-10-0 ___2-6-0_________2-6-0 -------2-6-0 ----__._-_ 2-9-0_ - Plate offsets_(X,YYj. [7 0-1-8 Edoel 114 0-2,0 Edge] f26:Edg0 Q-lAL_ LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.94 Vert(LL) -0.38 20 >750 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.60 20-21 >480 360 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.13 14 n/a n/a BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:144 Ib FT=0%F,0°/E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-10:2x4 SYP No.2D(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SYP No.2(flat)*Except* 2-2-0 oc bracing:19-20. 14-24:2x4 SYP SS(flat) WEBS 2x4 SYP No.3(flat) REACTIONS (Ib/size) 26=2349/0-5-8 (min.0-1-8),14=1441/0-5-8 (min,0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2685/0,34=4110/0,4-5=4751/0,5-6=-5040/0,6-7=-5014/0,7-8=4806/0, 8-9=-4159/0,9-10=-3170/0,10-11=-3170/0,11-12=-1808/0 BOT CHORD 25-26=0/1647,24-25=0/3704,23-24=0/3704,22-23=0/4500,21-22=0/4989,20-21=0/5014, 19-20=0/5014,18-19=0/5014,17-18=0/4545,16-17=0/3752,15-16=0/2573, 14-15=0/1023 WEBS 6-20=-482/261,7-19=-252/541,2-26=-2780/0,2-25=0/1870,3-25=-1838/0,3-23=0/732, 4-23=-703/0,4-22=0/462,5-22=429/0,5-21=-190/433,6-21=-542/525,12-14=-1728/0, 12-15=011415,11-15=-1380/0,11-16=0/1075,9-16=-1049/0,9-17=0/735,8-17=-696/0, 8-18=0/680,7-18=-953/159 NOTES �1y1111�ji 1)Unbalanced floor live loads have been considered for this design. ® 2)All plates are MT20 plates unless otherwise indicated. �' C) •" * ,, L-; *111,0 3)All plates are 5x5 MT20 unless otherwise indicated. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131 X 3")nails. No 3 93 3 0 Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard r] ; 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) ` ry 6 FAT (-J I" 44,i Z w Vert:14-26=-10,1-3=-300,3-13=-100 10 " Concentrated Loads(lb) Vert:3=400 ✓,�}6 } `4�� FL.Gert. 6634 May 24,2012 45r.sriY1: }�r �;:•,�±< a7.r,,.s,.zt-^ r t<;; ....yIE.'tJ.L., x't'7-�i ar:s+fl t:wl+ ...�rtY:�.:,dL F.iT.J� o-gr.... ;:,?.e.. r-:;. <..?<..�L a.{::.-:. �� Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component j Applicobility of design porameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the sq� gB erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding !&*I 56. fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSO-89 and SCSI Building Component 6904 Parke East Blvd. $ afely Information available from Truss Plate Institute 781 N Lee Street Suite 312 Alexandria VA 22314 Tampa,FL 33610-4115 Job �111u:_ s Truss Type ri" Ply N set an Residence 120921 Floor Truss 1 -____ _ ____ ____ � _ 1J44_Reference(optlonall _ TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 Run:7.340 s Mar 28 2012 Print:7,350 s Apr 23 2012 MITek Industries,Inc.Thu May 24 13:59.03 2012 Pagel I D:RmBPJoB10i077cTFu3Zp16zD I bG-zSQCRRgVGseW_0?uVyTTcpznoeFvcXJroW HZJizDHOM 011 P 07`1_P Scale=1:16.6 1 2 3 4 5 6 7 8 17 18 0 0 N N 16 15 14 13 12 11 10 9 30-_= 3x3 9-0-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) We n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:52 Ib FT=O%F,0%E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 Dc purlins, BOT CHORD 2x4 SYP No.2(flat) except end verticals. WEBS 2x4 SYP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SYP No.3(flat) REACTIONS All bearings 9-0-4. (lb)- Max Grav All reactions 250 Ib or less at joint(s)16,9,15,14,13,12,11,10 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 41 t 1111 A "A W 39380 a� - ,441 fATE.• 0 l-, ti �1r,S'/O NtA t. 11101 FL Cert. 6634 May 24,2012 Design valid for use only with MiTek connectors This design is based only upon parameters shown,and is for on individual building component Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the °g erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding (@ fabrication,quality control storage delivery,erection and bracing consult ANSI/TPII Quality Criteria DSB 89 and BCSI Building Component 69G4 Parke East Blvd Safety Information available from Truss Plate Institute 781 N Lee Street Suite 312 Alexandria VA 22314 Tampa,FL 33610-4115 Job Truss TTruss T -------_—_.._—___ __--_---- YPe Qty Ply - Nelson 120921 F17 Floor Truss -. _TB - -1 -____-"_ _ 1 — —_ 6 1 L19�efgrgnce-Ivp94r1_ TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 Run:7.340 s Mar 28 2012 Print:7.350 s Apr 23 2012 MiTek Industries,Inc-Thu-May-2-4--13:59-:0-4 2012 Page 1 0-1-8 ID:RmBPJoB1Oi077cTFu3Zp16zDIbG-Re_aeng71AmNcAa43g_i90VrV2PoLwa—tA06r8zDHOL °r-10-4 r---_.2-0-0---Qf4= F0=8-� 0-F1F{{8 ScAle=1:40.2 1.5x3 11 1.5x3 1.5x3 1.50 11 5x5= 5x5-= 3x5 FP== 1.5x3 =- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 � 29 19 I , 27 26 25 24 23 22 21 20 19 18 17 16 15 3x5=- 3x5 FP-- 1.5x3 11 3x5 =5x5 — 3x5 5x5 8-5-12 9-11-12 --2.9-0 --__—�- 5-3-0-.--- - 7-4-4- 121 9 5 124..._1.---12-5-12-----.♦•._.___15 1-45-11c0�._—78-5-0 20 11-0._ _.--_23-8-0 2-9-0 2-6-0 2-1-4 0-1 8 1-0-0 -6-d 2-6-0 2-7-8 -9-12 2-6-0 2-6-0 2-9-0 1-_0_0___ _...__ Plate Offsets(X YY j6 0-1_8,Edgel f9 0 2 0 Edge],j15:0-2-0 Edge]j19 0 2-_O Edged X27:0,2-0 Edge_ - -- -- LOADING (psf) SPACING 2-0-0 CSI DEFL n (loc) I/dell L/d T PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) -0.11 23-24 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 SC 0.80 Vert(TL) -0.17 23-24 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.03 15 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:147 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SYP No.2(flat) except end verticals. WEBS 2x4 SYP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 27=766/Mechanical,19=1431/0-3-8 (min.0-1-8),15=367/Mechanical Max Grav 27=775(LC 3),19=1431(LC 1),15=457(LC 7) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-876/0,34=-1359/0,4-5=-1419/0,5-6=-1419/0,6-7=-1286/0,7-8=-653/0, 8-9=-10/626,9-10=-167/410,10-11=-483/69,11-12=-433/0,12-13=433/0 BOT CHORD 26-27=0/534,25-26=0/1205,24-25=0/1205,23-24=0/1470,22-23=0/1419,21-22=0/1419, 20-21=0/1023,19-20=-119/325,18-19=-626/10,17-18=-147/404,16-17=-8/544, 15-16=0/302 WEBS 6-22=0/358,9-19=-647/0,2-27=-901/0,2-26=0/617,3-26=-592/0,3-24=0/279, 8-19=-1007/0,8-20=0/708,7-20=-679/0,7-21=0/489,6-21=-662/0,13-15=-508/0, 11-17=-282/0,10-17=0/313,10-18=-595/0,9-18=0/544 NOTES 1)Unbalanced floor live loads have been considered for this design. 9l C i f i t 2)All plates are 3x3 MT20 unless otherwise indicated. ,;�tt1 A ji7�$'�f 3)Refer to girder(s)for truss to truss connections. ♦i ", �j 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. %� E N7 ~� 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131 X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ti r 6)CAUTION,Do not erect truss backwards. „ • No 3,9380 LOAD CASE(S) Standard ffptt` y' ,.0 n, FL Cert. 6634 May 24,2012 'va v::2'. L .-<+i{ee r,,,: .cr...n'f,r. ..:,. .E',AD;+r.a'. :.r 313 r±bf711-A r �..,T..:;11 k i....;:.:r f 1_2%C,vh 74 S BL?d,i{t ta_:;:. Design valid for use only with MTek connectors.This design is based only upon parameters shown and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer,not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the }.� erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding )'�`e fabrication quality control storage delivery,erection and bracing consult ANSI/TPI1 Quality Criteria DSB 89 and BCSI Building Component rke East Blvd. Safety Information available from Truss Plate Institute 781 N Lee Street Suite 312 Alexandria VA 22314 04 i` , =`3,' E r ,,,"' ... � '?' s „ :(.:; 3J9 L?tr �. •. Tampa,FL 33610-4115 Job Truss Truss Type IQty Ply Nelson Residence 120921 �18 - - - Floor ---- L3—.-. -._1 RefereIlS�(ODSIOnall TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 Run:7.340 s Mar 28 2012 Print:7.350 s Apr 23 2012 MiTek Industries,Inc.Thu May 24 1359:04 2012 Pagel ID:RmBPJoB10i077cTFu3Zpl6zDlbG-Re_aeng7lAmNcAa43g_i90VgB2R3Lvu_tA06r8zDHOL 0-1-8 0-1 8 SCII=1:29.5 1.5x3 If 1.50 II 1.5x3 = 56 = 1.50 II 1.5x3 II 5x5 = 1.5x3 1 2 3 4 5 6 7 8 9 10 20 4 � A / / N h 18 17 16 15 14 13 12 1 3x5 - 5x5= 5x5 = 3x5 1--__-_-_- ..---------f- 6-3-0 ----z3.h_._.-7 -�ZB5-]2 fl;%i s-a.4 -12-2➢----------- _-----r 17-5-0 { ____-___260 2-1=4_ 0-i_B_1-0-01_0_0.0-I-8 2-6-12 260 290._._ Plate Offsets(X Yy_111_0-2-0 Edge) [18:0-2-0 Edge/ LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.53 Vert(LL) -0.14 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.19 13-14 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.04 11 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:105 Ib FT=0°/F,0%E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SYP No.2(flat) except end verticals. WEBS 2x4 SYP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (Ib/size) 18=938/Mechanical,11=938/0-5-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1106/0,3-4=-1791/0,4-5=-2140/0,5-6=-2140/0,6-7=-2140/0,7-8=-1796/0,8-9=-1105/0 BOT CHORD 17-18=0/654,16-17=0/1538,15-16=0/2034,14-15=0/2140,13-14=0/2031,12-13=0/1539,11-12=0/653 WEBS 5-15=-353/17,6-14=-264/0,2-18=-1103/0,2-17=0/816,3-17=-779/0,3-16=0/455,4-16=438/0,4-15=-80/525, 9-11=-1103/0,9-12=0/814,8-12=-782/0,8-13=0/462,7-13=-424/0,7-14=-79/443 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. t�%Ii 1 y 11 t t 11/f,+t LOADCASE(S) Standard {� A q�! ;39380 r C7 6]'ATE U t_.. .. •. �» Ft_Cert- 6634 May 24,2012 �rL ka�.7'Z;r 1 r :+'.�¢zna;ttr":tt xefrs'�n.�,<h..,5i.4i:1 .:+...!'ti�rt<' n.t!'fr 1St't'..tx�)?#it.'2 I'f ?;:,?Z...tt`�{..;:=f :Y!<f�f';•r`3..,P(,r.;�€`r,'�. �� Design valid for use only with MiTek connectors This design is based only upon parameters shown,and is for an individual building component Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of theiE.'�C, erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 10bricalion,quality control,storage,delivery,erection and bracing,consult ANSI/1PI1 Quality Criteria,DSR-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute 781 N Lee Street Suite 312 Alexandria VA 22314 Tampa,FL 33610-4115 . Pop- Truss Truss type— - --- _ YQt Ply 120921 F19 Floor Trusss 2 11 1 ce( D ) - d04 Rg[erat o tionnel. TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 -� -- �----- - Run'.7.340 s Mar 28 2012 Print:7.350 s Apr 23 2012 MiTek Industries,Inc. Thu May 24 13.59.04 2012 Pagel 0-1-8 ID:RmBPJoB1Oi077cTFu3Zpl6zDlbG-Re_aeng7lAmNcAa43g_i90Vrg2P6Lwk_tA06r8zDHOL --.1-3-0--+ F0-110-41 �0 - 6-121 0_I1 8 Scale=1:26.0 1.5x3 II 1.5x3 =- 1.50 II 1.5x3 II 1.5x3 1 2 3 4 5 65x5 = 7 r --_._. - _--- - 8 9 18 A `} \\\ 0 Ij _.---... ---...._ __._— - \k \ N 17 16 15 11114 13 12 3x5 -= 1.5x3 It 3x5 5x5 3-D-____ .I 744_ 7 P28512-.+3 s 12 F10-24+ — -9-Q 2-9-0 -- --.__.— _2-6-0 -- ----- 2 1-4--- .0-x-8-._1-0-0_ _1-0-0_—0 8 a------- 2-6-0 2 s 0___- _ Plate_Offsets-XY - — - ---- _L 16 0-1�8 Edge1,V _0 2-0 Edge)X17 0-2 0 Eric e�_ _ - --- _- - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0Plates Increase 1.00 TC 0.50 Vert(LL) -0.12 14-15 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.78 Vert(TL) -0.17 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.03 10 n/a n/a BCDL 5.0 Code FRC2010[TP12007 (Matrix) Weight:95 Ib FT=0%F,0°/E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SYP No.2(flat) except end verticals. WEBS 2x4 SYP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 17=828/Mechanical,10=828/0-5-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-951/0,3-4=-1499/0,4-5=-1652/0,5-6=-1652/0,6-7=-1518/0,7-8=-948/0 BOT CHORD 16-17=0/573,15-16=0/1312,14-15=0/1653,13-14=0/1652,12-13=0/1652,11-12=0/1297,10-11=0/578 WEBS 6-13=-80/282,2-17=-967/0,2-16=0/681,3-16=-653/0,3-15=0/336,4-15=-283/0,4-14=-195/303,8-10=-975/0, 8-11=0/668,7-11=-630/0,7-12=0/464,6-12=-588/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. � if 1 rr7! LOAD CASE(S) Standard �1��q4, � If�� :a1f ?r"s n LZ J. S]'ATF �r 4 rr+rl!It�s+�� L_ Cert 6634 May 24,2012 i i ..'§....�....:f }6 1.%:? .ti 1:Yt.�:� 3f..11 h`,'a t' £... .. IY� }.<Cr`L PM, .&f l,L' Design valid for use only with Wel,connectors This design is based only upon parameters shownr shownand is for an individual building component j Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding{ fabrication,quality control storage delivery,erection and bracing consult ANSI/TPII Quality Criteria DSB 89 and BCSI Building Component Safety Information available from Truss Plate Institute,781 N Lee Street Suite 312 Alexandria VA 22314. Parke EastBlvd. Ta pa,FL 33610-4115 v .an - -_ Job - IlrTruss Truss Type Ory Ply Nelson Residence ' 120921 L2p ]"1 Truss 1 1 RCePSV(ORLonal)— — — TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 Run:7.340 s Mar 28 2012 Print.7.350 s Apr 23 2012 MiTek Industries,Inc.Thu May 24 13.59:05 2012 Page 1 ID:RmBPJoB1Oi077cTFu3Zp16zDlbG-vgYys7hloTuEEJ9GcNVxhE27LRxM4Rp8GgmfObzDHOK 0-QT8 0-K8 Scale=1:35.8 3x5 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 —— 7 38 o 4 N 36 35 34 33 32 —31 �30 29 28 27 26 25 24 23 22 21 20 19 3x3 -- 3x5 FP= 3x3 -_ 21-5-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 19 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:112 Ib FT=0%F,O%E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SYP No.2(flat) except end verticals. WEBS 2x4 SYP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SYP No.3(flat) REACTIONS All bearings 21.5-0. (Ib)- Max Grav All reactions 250 Ib or less at joint(s)36,19,35,34,32,31,30,29,28,27,26,25,24,23,22, 21,20 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)All plates are 1.50 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. \1115!!tt<<► LOAD CASE(S) Standard `v`�v��, Q •A r w r_ r' NO 39380 I ATE. u a f'S'0 N A),- FL Cert. 6634 May 24,2012 MH1,. B r(;, i3 Design volid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. t Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillry of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regardingMiTek tobrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Cdleda,DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute 781 N Lee Street Suite 312 Alexandria VA 22314 Tampa FL 33610-4115 Job -- ---- - - �Truss � GtY I'ly 120921 TO i FLOOR 1 - TRUS - ___SMART_-BU..__ _L �f pg�(eren�gjoptfonall ILDING COMPONENTS,Midway,GA,31320 - -- - G - __--- ._— _5 ..-_-.—_._ Run:7.340 s Mar 28 2012 Print 7.350 s Apr 23 2012 MiTek Industries,Inc.Thu May 24 1359 O6 2012 Page 1 ID RmBPJoB1Oi077cTFu3Zpl6zDlbG-N16L3TiNYn04rTkTA50AERbBFr3VpfrHVUVDwlz g 1 2-6-14 5-0-1_ 7-5-3 I--- - -- -_--_�--._ - --- 9-10-5, 2-6-14 � 2-K-2 - ---F..__ .---- ---� ---- 12-3 7 14-8-10 2-5-2 ------Y---- .- 17-3-8_ 2-5-2 2-5-2 2 5 2 .. -.-_... 2-6-14 _.-_--- Scale=1:30.9 3x5 3x4 -_- 2x411 2x4 II 5x5 3x5 - 3x4 - 5x5- 3x4 �-- =- 2 -� 16 3 6 19 7 8 �_ i 17 16 15 14 13 12 11 3x8 MT20H 11 5x5 3x5= 8x8 MT20H-= 3x4=- 3x5- 5x5 = 10 3x8 MT20H I I I - 2-6-1A--------------- ,q10-5 _ 12 7 -.. Z-6-14 2 5-2 _-- -2 2 5-4 --f- __.-f - _14-8_lD- _._-f 17-3-8-- _Z5 - -- .-_ _._ _. 2-5 2 . --- "-2-5-2 -_ ---2 6 14 Plate_Offsets(X YZ �1_Q-1-12,0-2 81 j2 0-2-0,0-1 8],�8 0-2-00 0-1 81 9 0 1 12 0-2 88�X11:0-1 12 0 2 8)j12 0 2 0 0 1 8J j14 0 3 7 Ed e 15 0-2-0 0-1-81,M:0-1-1120.2 81 — _ - -- - -- -_— _- LOADING (psf) SPACING 1-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.17 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.41 13-14 >492 180 MT20H BCLL 0 187/143 .0 - Rep Stress Incr NO WB 1.00 I Horz(TL) 0.08 10 n/a n/a _CDL 10.0 ° 1 _____ Code F /TPI2007 (Matrix) Weight:182 Ib FT-0% - - LUMBER BRACING -- TOP CHORD 2x4 SYP No.2 TOP CHORD 2-0-0 oc purlins(3-9-1 max.):1-9, except end verticals. BOT CHORD 2x4 SYP No.2'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 10-14:2x4 SYP SS JOINTS 1 Brace at Jt(s):1,9 WEBS 2x4 SYP No.3 REACTIONS (Ib/size) 17=3719/0-11-8 (min.0-2-12),10=3719/0-3-8 (min.0-2-12) Max Harz 17=-22(LC 6) Max Uplift 17=-725(LC 4),10=-725(LC 5) Max Grav 17=4646(LC 13),10=4647(LC 13) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=-4558/718,1-2=-5743/887,2-18=-9480/1469,3-18=-9480/1469,3-4=-11238/1741, 4-5=-11345/1760,5-6=-11345/1760,6-19=-9477/1476,7-19=-9477/1476,7-8=-9477/1476, 8-9=-5734/893,9-10=-4554/718 BOT CHORD 15-16=-887/5743,14-15=-1469/9480,13-14=-1760/11345,12-13=-1476/9477, 11-12=-893/5734 WEBS 1-16=-1065/6833,2-16=-3983/642,2-15=-712/4569,3-15=-2589/422,3-14=-354/2194, 4-14=-1307/227,5-13=-1301/227,6-13=-370/2283,6-12=-2596/424,8-12=-713/4577, 8-11=-3986/641,9-11=-1064/6828 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. ,i °» Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. s ' Webs connected as follows:2x4-1 row at 0-9-0 oc. a t; 39380 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to » '• ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind.ASCE 7-10;130mph(3-second gust)Vasd=101 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft Cat.It: z- gripB;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate ry=, �^ z grip DOL=1.60 b)-rpt-(- CT� u1+ 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. : _ •"» v 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •t:. ;,. '„� �� 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide >7`. �Q will fit between the bottom chord and any other members. t�rxJ!111111111 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 725 Ib uplift at joint 17 and 725 Ib uplift at joint 10. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. _ r00 10)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. FL 1s =663=4 LOAD CASES Standard May 24,2012 L Design valid for use only with Walk connectors This design is based only upon parameters shown and is for an individ ual building component Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for loteral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the . erector Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication quality control storage delivery,erection and bracing consult ANSI/TPII Quality Criteria DSB 89 and BCSI Building Component MiTek Salety Information ova liable from Truss Plate Institute,781 N lee Street Suite 312 Alexandria VA 223146904 Parke East a Blvd. i s; ii ,+r� .til: -x Tampa,FL 3610-4115 —-- —-- Oty Ply Nelson Residence — - Truss Truss Type Job 120921 T01 FLOOR 1 2 Raferanre(QptlOnaQ -- -"" _----- Rurc.-- s Mar 28 2012 Print 7.350 s Apr 23 2012 MiTek Industries,Inc.Thu May 24 13:59:06 2012 Page 2 TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 ID zDHOJ LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-9=-428,10-17=-10 ,,j1111111tttl�d * ( Q '' yC Ei No '9380 , St`ATF tar- W ' y n A � 4 _". �FL Cert. 6634 May 24,2012 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary brocing to insure stability during construction is the responsibility of the MiTek" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding tabricationr quality control,storage,delivery,erection and brocing,consult ANSI/TPIi Quality Criteria,DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute 781 N Lee Street Suite 312 Ale>andna VA 22314 ', Tampa FL 336104115 (Job ----_- If Truss --------------------- 1I Truss Type --- -- ---- Qty LFPly Nelson Residence _-_-- --_--- -I 120921 702 .-FLOOR TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 I _ -- 2 JQkReIe[en tlonal --_ Run 7.340 s Mar 28 2012 Pnnt.7.350 s Apr 23 2012 MiTek Industnes,Inc.Thu May 24 13:59 06 2012 Page 1 ID RmBPJoB1OiO77cTFu3Zp16zDlbG-N16L3TiNYnO4rTkTA50AERb8er5dpftHVUVDw1zDHOJ 3-5-9._.----4-----6-9 6--- 10 1--_3--- _13-5 0 _ 16-8-13 20-0-10 3.5.9 3-3-13 '-4------33-13 3-3-13 .+ 3-3-13 --1-- 3--13 ---I- -23-4-7___._x..---.26_10-0 t__26-10-0- 3-3-13 3-3-13 3-5-9 Scale:114"=1' 2 3 3x8 5 - 3x8 =- 2x4 II 5x6 -- 5x7 = 1x7 4 6 7 8 9 10 5Q 10 _� JPS lam 20 19 18 17 16 15 14 13 12 11 3x8 MT20H 11 5x6 == 6x12 MT20H Truss TFFLOOR ss Type Qty Ply Nelson Residence Job - -- - - --— t2os2t �T03_— - --- ---—-__-----—...—.. �Z Reference(ootilanall._ - L --- - Run.7.340 s Mar 28 2012 Print:7.350 s Apr 23 2012 MiTek Industries,Inc.Thu May 24 13.59.06 2012 Page 1 TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 ID:RmBPJoB10i077cTFu3Zp16zDIbG-N16L3TiNYn04rTkTA50AERbHhrGOpg3HVUVDw1zDHOJ 3-3-1--- ---�---- ----._4-11-8- --- -----I f --- ------ 1-8-7 1-6-11 1-8-7 3x4 - 1 3x4 -- 4\ — -- x4�--- ---- 4— Scale=1:12.7 LUS46 LUS46 7x6= 7 6 7x6- - 2x4 2x4 LUS46 LUS46 1-8-7 --- ---- -6-11 — ----- - 1-8-7---- -- ---- -.-_... ----- Plate Offsets tX Y) -L6,.0-3-9_0412L j7 0 3-0 0-4-121__ __ - ------- - - LOADING (psf) SPACING 1-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) -0.01 7 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.09 Vert(TL) -0.01 6-7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:63 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SYP No.2 TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. BOT CHORD 2x6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SYP No.3 REACTIONS (Ib/size) 8=2315/0-5-0 (min.0-1-8),5=1676/0-5-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-1093/0,1-2=-1020/0,2-3=-1020/0,3-4=-1020/0,4-5=-1093/0 BOT CHORD 6-7=0/1020 WEBS 1-7=0/1419,4-6=0/1419 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. tj%ii,11111111®1` 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. it`t X 5)Design assumes 42(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. t ti i� 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. � C`,E N Strongbacks to be attached to walls at their outer ends or restrained by other means. < 4 `•, �r 7)Use Simpson Strong-Tie LUS46(4-16d Girder,4-16d Truss)or equivalent spaced at 1-7-0 oc max.starting at 0-1-12 from the left t^> 1 9380 end to 3-0-12 to connect truss(es)F04(1 ply 2x4 SYP) to back face of bottom chord. * .'• �• , f^" 8)Use Simpson Strong-Tie LUS46(4-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 4-9-12 from the left end to connect truss(es)F06(1 ply 2x4 SYP) to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. <1 r } `i.)'ATF of LOAD CASE(S) Standard 10 % 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 +� �� •`� �~ Uniform Loads(plf) �a C� 0 (y, `Ch Vert:1-4=-50,5-8=-5 �j� Concentrated Vert:8=-1093(B) 4 09ads( N� 3(B)5=-454(6)7=-1093(B)6=-1093(8) �lb) tIx1l1t��ttt L Cert, 6633 May 24,2012 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' /r iTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidance regarding 1 1l fabrication,quality control,storage,delivery,erection and bracing,consult ANSIJTPl1 Quality Criteria,DS11-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute 781 N.Lee Street Suite 312 Alexandria VA 22314 Tampa,F 610-4115 f +. rJob Truss �Trussflirpe_ QtPly 120921 T04 LOOR 1 — __ - __ -- -- - - ]Nelson-R.sidence L _Refe[encgCQRttoRa4 _ TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 Run 7.340 s Mar 28 2012 Print:7.350 s Apr 23 2012 MITek Industries,Inc.Thu May 24 1359.07 2012 Page 1 2-3-4— --12 D:RmBPJoB 1 OiO77cTFu3Zp 16zD I bG-rDgjHpjOJ58xTdJfkoXPmf7QN FZ9YDFRj7FmSTzDHOI -- 4-4 ----- F - -"- 2-3-4 - ----------f-------------2 j --- --F------ --_.-6-8-02-34 8=02 3-4 3x5 = Scale=1:13.9 3x5 ..:- - 1. ------- ---- �� 22x4 �I -32x4 I I ��-----_— _ 4 LJ O HGUS28-3 7 10x10 6 1000= _ _ 3x6 3x6 2�-4 4-4:12 2-3-4 _.2-1-8 ---- Plate Offsets X Yl. _6[ 0-3-8 0-6-41.fTO -88 0-6-41 LOADING (psf) SPACING 1-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) -0.02 7 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.03 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:130 Ib FT=0 LUMBER _ -- - -- BRACING TOP CHORD 2x4 SYP No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-4, except end verticals. BOT CHORD 2x8 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SYP No.3 REACTIONS (Ib/size) 8=3810/0-4-0 (min.0-1-8),5=1993/0-4-0 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-2523/0,1-2=-3339/0,2-3=-3339/0,3-4=-3339/0,4-5=-2412/0 BOT CHORD 6-7=0/3339 WEBS 1-7=0/3919,2-7=0/268,3-6=-324/0,4-6=0/4072 NOTES 1)Special connection required to distribute web loads equally between all plies. 2)3-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x8-4 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 2-7 2x4-2 rows staggered at 0-4-0 oc,member 3-6 2x4-2 rows staggered at 0-4-0 oc. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to 1;!11 t 111 t 1 t 1 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. s1 l� 4)Unbalanced floor live loads have been considered for this design. �`��; "�{� �' •� r®dye 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. NN, o 6)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. � 3 fi"•,� !, 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3a)3 8 0 8)Use Simpson Strong-Tie HGUS28-3(36-1 Od Girder,12-10d Truss)or equivalent at 2-2-4 from the left end to connect truss(es)T06 (3 ply 2x6 SYP) to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. r1 LOAD CASE(S) Standard flJ+ STATE 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 +, Uniform Loads(plf) Vert:1-4=-50,5-8=-5 i�, •? „,. q�v` ConcentrateVer7=-5452(F)ds(l ) {ltll O N A{ii a\ �0 FL Cert. 6634 May 24,2012 .:,„= M' ,.; r.t'i I M:,:;ti Ary r l.srt.:.L. a if faiA RE'l}:":M Design valid for use only with MiTek connectors This design is based only upon parameters shown and is for on individual building component Applicability of design parameters end proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the py A - erector,Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 8VIiTek febrico lion,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Intormaflon available from Truss Plate Institute,781 N Lee Street Suite 312 Alexandria VA 22314. Tampa,FL 33610-4115 ,.. , _,y :..hi a7 .,5: TT3 i i.•,:: f ao P -- ..- -- Job Truss Truss Type IIrQty Ply Nelson Residence Rer fer 120921 Ti FLOOR h 2 TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 Run 7.340 s Mar 28 2012 Print:7.350 s Apr 23 2012 MiTek Industries,Inc.Thu May 24 13:59:07 2012 Page 1 I D:RmBPJoB1 OiO77cTFu3Zp16zDlbG-rDgjHpjOJ58xTdJfkoXPmf7RpFbRYEARj7FmSTzDH01 _--2-0-1 _3-10-6 5-8-10 7 0 l---._----- -- -- - -- ----- -- 2-0-1 1-10-5 1-10-5 1-- 1-10-5-5 �- 2-0-1 Scale=1:17.8 2x4 II 3x4= 2x4 II 3x4= 3x4 1 3x4 6 _ -- - -�- �. j max. LUS46 LUS46 3x4_ �`'� 2` 13 17x8= 10 9 2x4 11 LUS46 LUS46 - LUS46 14 7X 2x4 IJJJJ 2x4 HGUS26-2 7-6-1 ----- - ------- --110-5-- -------1-10-5----- -- - 2-0-1__.. -- Plate Offsets(X,Y) X6.0-1-120-1-81 f8:0-1_12 LOADING (psf) SPACING 1-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) 0.02 9 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.16 Vert(TL) -0.04 9 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:119 Ib FT=0 LUMBER BRACING TOP CHORD 2x4 SYP No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-6, except end verticals. BOT CHORD 2x6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SYP No.3 REACTIONS (Ib/size) 12=1675/0-5-8 (min.0-1-8),7=2775/0-4-8 (min.0-1-10) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-1476/0,1-2=-1657/0,2-3=-1657/0,3-4=-2621/0,4-5=-2621/0,5-6=-1901/0,6-7=-1676/0 BOT CHORD 10-11=0/2621,9-10=0/2621,8-9=0/1901 WEBS 1-11=0/2127,3-11=-1295/0,3-10=01753,5-9=0/975,5-8=-689/0,6-8=0/2421 NOTES 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-3-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. tEt t l i PY1� 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. �� .• I •� cr 'ice Strongbacks to be attached to walls at their outer ends or restrained by other means. a, t '• '�i.s 7)Use Simpson Strong-Tie LUS46(4-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at ,`` »• ' "r, 1-7-12 from the left end to 7-7-12 to connect truss(es)F12(1 ply 2x4 SYP) to front face of bottom chord. N 0 3938 8)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,8-10d Truss)or equivalent at 9-1-0 from the left end to connect truss(es)T09(2 ply 2x6 SYP) to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. el [[ 10)WARNING:The following hangers are manually applied but fail due to geometric considerations:LUS46 on front face at 1-7-12 .} . S1-A1-E 0t- from the left end,LUS46 on front face at 3-7-12 from the left end,LUS46 on front face at 5-7-12 from the left end,LUS46 on front face at 7-7-12 from the left end. LOAD CASE(S) Standard t ......... 1 1) Uniform Lumber Incr ase=1.00,Plate Increase=1.00 !►l7 f10 N A 11111/1 Vert:1-6=-50,7-12=-5 Concentrated Loads(lb) Vert:10=-674(F)9=-674(F)8=-659(F)13=-674(F)14=-1257(B) FL Cert6634 May 24,2012 A eV ;iffy. Yrr•;('.p'e ,f,r a vnr enet't': aid�.�S�PP .FL4i;if`$'r41'1:Rtv r IN(r c w?^k B �;f.z,:'3it�''?�2 1':#3�;#li-f4;,u BR'Fi✓p2p Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and a for on individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillify,of the Mi +, erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding M k fabrication,quality control storage,delivery,erection and bracing consult ANSI/TPII Quality Criteria DSB 89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute 781 N Lee Street Suite 312 Alexandria VA 22314 Tampa,FL 33610-4115 Job (Truss Tr -type uss -" - 120921 T06 FLOOR i L TRUSS MART BUILDING COMPONENTS,Midway,GA,31320 Run.7 340 - –u . s Mar 28 2012 Print 7,350 s Apr 23 2012 MiTek Industries,Inc.Thu May 24 7359:07 2072 Page 1 I D:RmBPJOBI OiO77cTFu3Zp16zDl bG-rDgjHpjOJ58xTdJfkoXPmf7M8FYrYB2Rj7FmSTzDH01 I .-..2-2-2-------+ 4-012_ 7-0-1 ---10-1.2_ 13-2-3 -- 2-2-2 1-10-10 211.6- -- -♦-__- ...---- --. ---1--- __- --..- ___ -----�- ._---_165-Q-- -I 3-1-1 3-1-1 3 2-13 Scale=1:27.7 2x4 II 400 - 3 2x4 II 3x4 = 3x8 =- 13x4 - i i Ili- _ Lfi 1, - ll J] 1�L-- - 111 r1 14 13v 15 16 11 17 10 18 19 9 3x8— 20 8 2x4 II 3x8 _ 2x4 II 3x6== LUS46 3x10 == LUS46 LUS46 5x5 II LUS46 LUS46 LUS46 42 -- ZOd— -- 1 0-2-12 —2 71 5 --..-.-_ _—_ 3-1-1 - __.-- --{ ---3-1-1------ --___ -3,2-13- --1-8 Plate___ sets _yY �3 0_2-12 0 1-12Lj7 0 3 0 Edge 0 3-81 19 0 3 0 0-1 SJ (10 0-3 8 0 1--8L1111'0-2-4 0-1.8� -- - —� _- ------ - - LOADING (psf) SPACING 1-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0Plates Increase 1.00 TC 0.48 Vert(LL) -0.10 10 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.33 Vert(TL) -0.15 10 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) - 1-------- Weight:3001b_ FT=0% -- - -- -- --- ---- -- -- LUMBER BRACING TOP CHORD 20 SYP No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-7, except end verticals. BOT CHORD 2x6 SYP SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SYP No.3*Except* 3-11,4-10,6-10,7-9:2x4 SYP No.2 REACTIONS (Ib/size) 8=5430/Mechanical,12=9089/0-5-8 (min.0-3-9) Max Grav 8=5455(LC 4),12=9089(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=0/1036,2-3=0/1036,3-4=-5627/0,4-5=-9325/0,5-6=-9325/0,6-7=-7772/0, 7-8--4926/0 BOT CHORD 12-13=-2345/0,12-15=-2345/0,15-16=-2345/0,11-16=-2345/0,11-17=0/5627, 10-17=0/5627,10-18=0/7772,18-19=0/7772,9-19=0/7772,9-20=0/333,8-20=0/333 WEBS 1-13=-1406/0,2-13=-1256/0,3-13=0/1738,3-12=-734110,3-11=0/8908,4-1 1=-4089/0, 4-10=0/4237,5-10=-2128/0,6-10=0/1755,6-9=-3116/0,7-9=0/8406 NOTES 1)3-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. V%111111111111 Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. 7 Webs connected as follows:2x4-1 row at 0-9-0 oc. ®t`�S ,J ,A 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to `" ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ',•"� '• "" "i fi"• !f �� 3)Unbalanced floor live loads have been considered for this design. w 4)Refer to girder(s)for truss to truss connections. 5)Provide metal plate or equivalent at bearing(s)8 to support reaction shown. 6)Girder carries tie-in span(s):25-0-0 from 0-0-0 to 16-5-0 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. a 8)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 9)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. � �. S F AT E Strongbacks to be attached to walls at their outer ends or restrained by other means. +� ,, «".• 10)Use Simpson Strong-Tie LUS46(4-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at ,.tea, a 4-8-4 from the left end to 14-8-4 to connect trusses)F17(1 ply 2x4 SYP) to back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. , S J 12)WARNING:The following hangers are manually applied but fail due to geometric considerations:LUS46 on back face at 14-8-4 ♦rtt 0 N11 110% ` �ti from the left end. LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 FL Cert. 6634 May 24,2012 ..a«.+. .r 1,.; AND r.V(, .. �_.,...fw' P...,L' .. : <:3 P.. ds�<,r1. �� Design volid for use only with MiTek connectors.This design is based only upon parameters shown and is for an individual building component l Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the g> erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek tobncahon quality control storage delivefyr erection and bracing consult ANSI/TPII Quality Cdterla DSB 89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N Lee Street Suite 312 Alexandria VA 22314. Tampa,FL 336104115 Job Truss Truss Type Qty Ply Nelson Residence 120921 —_.—__ __ �T 3RPra TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 Run:7.340 s Mar 28 2012 Print.7.350 s Apr 23 2012 MiTek Industries,Inc.Thu May 24 13.59:07 2012 Page 2 I D:RmBPJoB10iO77cTFu3Zp16zDlbG-rDgjHpjOJ58xTdJfkoXPmf7M8FYrYB2Rj7FmSTzDH01 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-7=-707,8-14=-5 Concentrated Loads(Ib) Vert:15=-454(8)16=-454(B)17=-454(B)18=-454(B)19=-454(B)20=-773(B) M e °� a - M J: 4 r a ♦ry.r rj 'TAT EU t- a Y i A, ~ rr L Cert. 6134 May 24,2012 A z.,::{. 4'eev+;1 =.iutr fSiss• a e'i`..t:?.rz: .. �F.'t..i::JP4 1 ,�i'L}d?vt >..:�..!?'�:f ...:�E EW PACEAl.",€:, L._IF ARE' Design valid for use only with War connectors.This design is based only upon parameters shownr and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown y' is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the i T�pek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer,For general guidance regarding 1l fabrication,quality control storage,delivery,erection and bracing consult ANSI/TPI7 Quality Criteria DSB 89 and BCSI Building Component 6904 Parke East Blvd Salety Information available from Truss Plate Institute 781 N Lee Street Suite 312 Alexandria VA 22314 _ — -- -- Tampa,FL 336104115 - - - - Job Truss - --. - . Truss Type Qty _iPly �rNelson Residence - - -- - 120921 T07 FLOOR 1 TRUSSMART BUILDING4 JQb RQtele_n_QQ LQptiQnal) --- COMPONENTS,Midway,GA,31320 Run:7.340 s Mar 28 2012 Print:7.350 s Apr 23 2012 MiTek Industries,Inc.Thu May 24 13:59.08 2012 Page 1 ID RmBPJoB1OiO77cTFu3Zp16zDlbG-KPD5U9ke4OGo5nurlW3eJsgRjfmPHfkayn_K_vzDHOH 2 ------ 31-11._-. ...+ __..6-1-109-1-@-_ 12-1 8 15-1-7_-- 18-1-6.- _2_1 1 5 24-3-0 ----1 3-1-11 -11-15 2-11-15 - -----2-11-15 --_-+- 2-11-15 -+-- 2-11-15 ---� 2-11-15 --i-_-. 3-1-11 Scale=1:43.2 4x10 3x5 = 3x4= 2x4 II 3x4 -=3x8 = 3x5 - 3x8 = 4x10 =-_- 23x8_= 4 -- -- L- z, P22 - 6 -a s - - - 4 N -[l II- -_ MITI iIIT 20 23 19 24 18 17 16 25 . 15 26 14 27 13 28 12 29 11 6x8 MT20H I I 4x10 - 3x8 - 3x8=_ _ HUS26 6x12 MT20H-= HUS26 HUS26 3x5-= 3x8 HUS26 4x10 == 6x8 MT20H I I HUS26 HUS26 HUS26 3x5-_- HUS26 HUS26 HUS26 HUS26 1sz- - 211 -- ---24 � - -__ 2-11-15 2-11 15.-_--- _2-11-15 2 11-15 2 11_1.5. _ ___-211 15___ _ ___31 11 Plate Offsets(X,Y) [2:0-2-4,0-1-8),[3:0-1-12,0-1-8],[8 0-1-12,0 1-8],[9.0 2 4,0-1 8],[11:Edge 0 3-81,[12.0 3-8,0 2 0],[13:0 2-4,0-1-8],[14:0-1-12,0-1-81.[16:0-1-12,0-1-811 _ j17,0-5-90-0-0]..[1-_8 0_2-4 0 1 ][19 8 :0 3 8 0-2-OL __-_-_.-------_----------------- -_-- __ - - -- -- ------ LOADING(psf) I SPACING 1-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) -0.47 15 >617 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -1.10 15 >260 BCLL 0180 MT20H 187/143 .0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.12 11 n/a 80 BCDL 10.0 Code FRC2010/TP12007 (Matrix) Weight:579 Ib FT=0% -- _- -- -- -L----- ---- ---- -- --- LUMBER BRACING TOP CHORD 2x4 SYP SS TOP CHORD 2-0-0 oc purlins(2-2-0 max.):1-10, except end verticals. BOT CHORD 2x6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SYP No.3*Except* JOINTS 1 Brace at Jt(s):1,10 1-19,2-18,3-16,4-15,6-15,8-14,9-13,10-12:2x4 SYP SS REACTIONS (Ib/size) 20=10183/0-5-8 (min.0-3-0),11=9762/0-5-8 (min.0-2-14) Max Horz 20=-21(LC 6) Max Uplift 20=-1234(LC 4),11=-1234(LC 5) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-9687/1198,1-2=-16779/1967,2-3=-28712/3348,3-4=-35837/4169, 4-21=-37550/4377,5-21=-37550/4377,5-22=-37550/4377,6-22=-37550/4377, 6-7=-35274/4175,7-8=-35274/4175,8-9=-28034/3354,9-10=-16184/1974, 10-11=-9370/1199 BOT CHORD 20-23=-63/417,19-23=-63/417,19-24=-1967/16779,18-24=-1967/16779, 17-18=-3348/28712,16-17=-3348/28712,16-25=-4169/35837,15-25=-4169/35837, 15-26=-4175/35274,14-26=-4175/35274,14-27=-3354/28034,13-27=-3354/28034, 13-28=-1974116184,12-28=-1974/16184,12-29=-55/394,11-29=-55/394 ###itltF WEBS 1-19=-2182/18616,2-19=-8058/1096,2-18=-1570/13576,3-18=-5406/769, �ytttt tlrlt 3-16=-955/8106,4-16=-2886/457,4-15=-300/1949,5-15=-1931/313,6-15=-300/2590, ®t� pA'gY � �dr� 6-14=-28871457,8-14=-955/8237,8-13=-5464/770,9-13=-1570/13482,9-12=-8023/1095, �4� 'L .y�f 4 ®�} 10-12=-2182117965 ` '•, �1d NOTES - 1)4-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. Attach TC&BC w/1/2"diam.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 oc. SI'ATE SI-ATE441 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to y 0�°. . ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3 ✓� Wind:ASCE 7-10;130mph(3-second gust)Vasd=101 mph,TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; f,� '•....>=t' �yl�o� Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate F°d ON t�< grip DOL=1.60 {� 4) Provide adequate drainage to prevent water ponding. tflt d l 6#tttt� 5)All plates are MT20 plates unless otherwise indicated. 6)Concentrated loads from layout are not present in Load Case(s):#3 IBC BC Live;#4 MWFRS Wind Left;#5 MWFRS Wind Right;#6 MWFRS Wind Left Positive;#7 MWFRS Wind Right Positive;#8 MWFRS 1st Wind Parallel;#9 MWFRS 2nd Wind Parallel;#10 FL tisl MWFRS 1st Wind Parallel Positive;#11 MWFRS 2nd Wind Parallel Positive;#16 MWFRS Wind Left Positive+Regular;#17 May 24,202 MWFRS Wind Right Positive+Regular:#18 MWFRS 1st Wind Parallel Positive+Regular;#19 MWFRS 2nd Wind Parallel Positive f}?i.6 _NfP t'vf.':L j .u3 flvir- t> >t:i9:<?Y"r_1?,:>b :... x�.'>L ba x, f.?�:;.- �� Design valid for use only with MiTek connectors.This design is based only upon parameters shownr and is for an individual building component Applicob idy of design parameters and proper incorporation of component is responsibility of budding designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector,Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding [Tek fabrication quality control,storage delivery,erection and bracing consult ANSI/TPII Quality Criteria DSO-89 and BCSI Building Component Safety Information available from Truss Plate Institute 781 N Lee Street Suite 312 Alexandria VA 22314. 6904 Parke East Blvd. _, _ a i ,;1z Tampa,FL 33610-4115 Job Truss Truss Type :�' Ply Nelson Residence :1 120921 - - T07 --.._ FLOOR ... ._ _ rice(optional) —_. TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 Run:7.340 s Mar 28 2012 Print:7.350 s Apr 23 2012 U9 ek Industries,Inc. Thu May 24 13.59:08 2012 Page 2 I D:RmBPJoBt Oi077cTFu3Zp16zDIbG-KPD5U9ke40Go5nurl W 3eJsgRjfmPHfkayn_K_vzDHOH NOTES 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1234 Ib uplift at joint 20 and 1234 Ib uplift at joint 11. 10)Girder carries tie-in span(s):30-0-0 from 0-0-0 to 24-3-0 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)Design assumes 42(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 13)Use Simpson Strong-Tie HUS26(14-1Od Girder,4-1 Od Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-1-4 from the left end to 22-1-4 to connect truss(es)F19(1 ply 2x4 SYP) to front face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)WARNING:The following hangers are manually applied but fail due to geometric considerations:HUS26 on front face at 22-1-4 from the left end. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-10=-524,11-20=-10 Concentrated Loads(lb) Vert:17=-763(F)18=-763(F)15=-629(F)13=-629(F)23=-673(F)24=-673(F)25=-763(F)26=-629(F)27=-629(F)28=-629(F)29=-363(F) \ibt,'4tffililitlp�r,` 1` t �✓ rr . .STATE utrto . s �!►��5 0 N A111 FL Cert. X634 May 24,2012 PX. Itr^.,*'j1,�,eca e;,2t^rztnete"a av4 k1:'gI ;a'+fJ LS I)M]',Y36 APf?Ih(r ,q Fj h I.t. LnfEt4K,FAIL,E P21" 471 15E CRE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. t Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additionol temporary bracing to insure stability during construction is the responsibility of the !Yt 1LiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 !� tobrication,quality control,storage,delivery,erection and bracing,consult ANSI/711 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute 781 N Lee Street Suite 312 Alexandria VA 22314 Tampa,FL 336104115 fJob. - - -- �foruss- Truss Type Qty Plyelson Residence120921 78 FLOOR --. I q TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 `� .J4b Rgferersel9pmt4nnal) Run:7.340 s Mar 28 2012 Print.7.350 s Apr 23 2012 MiTek Industries,Inc. Thu May 24 13:59 08 2012 Page t ID RmBPJoB101077cTFu3Zp16zDlbG-KPD5U9ke4OGo5nurlW3eJsgWRfnxHa3ayn_K_vzDHOH 3-6-13 6 11-14 10-4-15 3-6-13 - ---- --- .._�._. _.. —. ------i- 13_10 1--- 77-3 2_ 3-5-1 3-5-1 4 .-_--- 20 6-3 3 5 1 3-5-1 - --4--.._-_.0 1 --- --�-__ 24-3-Q_- l 3-6-13 _-- - Scale=1:43.6 410 __ - 3x8 == 3x5 -= 2x4 II 3x4== 5x6 === 3x5 ==_ 3x8 =1 4x10 q -3- 5 18 17 16 15 14 13 12 11 10 3x8 MT20H I I 5x7_- 3x8 =6x12 MT20H- 3x10 = 3x5 = 3x8 =__ 5x7 = 3x8 MT20H I I ._ 3613 _ +-_6 11.14_ .- -I--_- t9 4-15- ��LR 1 X72 3-6-13-_ _. 3 5 1_ I- +. __24 3D -- _.— 3.5-� - 35-1 3-5-1 --.- --3-51 .._ 3-613 Plate Offsets IX y) -L 0 2-12 0 1-8 --- _J L 0 2 12 0-1 110 Edge 0 3-8j L1 0 2-0,0 2 8] L12.0 2 12 0-1-8b-L!4 0 3_8 0 1-L-L16 0 2 12 0 1 8J,[17:0 2 0 0-2-8j - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) -0.48 13-14 >597 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.79 Vert(TL) -0.75 13-14 >382 360 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.10 10 n/a n/a BCDL 5.0 Code FRC2010rTP12007 (Matrix) Weight:482 Ib FT=0 LUMBER BRACING - TOP CHORD 2x6 SYP SS TOP CHORD 2-0-0 oc purlins(5-11-12 max.):1-9, except end verticals. BOT CHORD 2x6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SYP No.3*Except* 1-17,2-16,3-14,5-14,7-13,8-12,9-11:2x4 SYP No.2D REACTIONS (Ib/size) 18=6646/0-11-8 (min.0-2-10),10=6646/0-5-8 (min.0-2-10) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1.18=-6266/0,1-2=-12427/0,2-3=-20667/0,3-4=-24732/0,4-5=-24732/0,5-6=-24762/0,6-7=-24762/0, 7-8=-20662/0,8-9=-12428/0,9-10=-6267/0 BOT CHORD 17-18=0/414,16-17=0/12427,15-16=0/20667,14-15=0/20667,13-14=0/24762,12-13=0/20662,11-12=0/12428, 10-11=0/414 WEBS 1-17=0/13176,2-17=-5210/0,2-16=0/9037,3-16=-3334/0,3-14=0/4458,4-14=-1496/0,5-13=-1504/0,7-13=0/4497, 7-12=-3341/0,8-12=0/9030,8-11=-5209/0,9-11=0/13177 NOTES 1)3-ply truss to be connected together with 10d(0.131"0")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. 111111111 Webs connected as follows 2x4-1 row at 0-9-0 oc. 1;t 1rrjl 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)All plates are MT20 plates unless otherwise indicated. w , • *L x�rp r' Y �, 4)Girder carries tie-in span(s):6-0-0 from 0-0-0 to 24-3-0;6-0-0 from 0-0-0 to 24-3-0 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. a,^ 31 9113 8 C 6)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131 X 3")nails. a * s Strongbacks to be attached to walls at their outer ends or restrained by other means. - LOAD CASE(S) Standardry 3 AT (j :41 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 1 d Uniform Loads(plf) Vert:1-9=-447(F=-97),10-18=-107(F=-97) ®,, •s t ("� ��•° � ��~ _,..L Cert, 6634 May 24,2012 Design volid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown i is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing or the overall structure is the responsibility of the building designer.For general guidance regarding MiTek f.brica hon quality control storage delivery,erection and bracing consult ANSI/TPII quality Criteria,DSB 89 and SCSI Building Component Safety Information available from Truss Plate Institute,781 N Lee Street Suite 31 2r Alexandria VA 22314. 6904 Parke East Blvd. s ` ,�,i �_•;..i I i Tampa,FL 33610-4115 r A --- ----- Qty Ply Nelson Residence Job (Truss Truss Type 1T09 FLOOR 2 11ob _�_- s Apr 2012 MiTek In ..-- -- -- Run.7.340 s Mar 28 2012 Print.7.350 s Apr 23 2012 MiTek Industries,Inc.Thu May 24 13 59:08 2012 Page 1 TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 ID:RmBPJoB1Oi077cTFu3Zp16zDlbG-KPD5U9ke4OGo5nurlW3eJsgdwfylHl5ayn_K_vzDHOH 2-6-9 ___4-11-7 -6 9--- - 4-11-7 -- —� ------7-6 —.-----� F --- ---- -- - 2 4 13 2-6-9 2-6-9 Scale=1:15.2 3x4 = 3x4- 3 1 3x4 � / 22x4 II -_- -_ LUS46 LUS46 LUS46 LUS46 10 73x8 Job - --- _. _.- --- -- ITrussType --- --- ____ Truss --f - --- -- _ -Qty TPIy - also Residence 120921 - -jT10 FLOOR - - - B --1 - 3 i�4b f2�f�rgaEe 1pPbon�ll TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 - _- - - - Run.7.340 s Mar 28 2012 Print:7.350 s Apr 23 2012 MiTek Industries,Inc.Thu May 24 13:59.09 2012 Page 1 I D:RmBPJoB 10iO77cTFu3Zpl6zDI bG-ocnTiVkGdOfixS l rDats4Diz3440?ekBRktXMzDHOG 2-810 5-3-6_ 7106 10-5-4 f ----- 8- --__..--+-----2- -- ---�--- ---I-----2-6-14 -2 60 4 .. - -"15--0--- -_t_ ----+. _2_0-10-8_-_ _ -1 2-8-10 2-6-14 2-6-14 -- � - ---- --- - 18-1--14 2-6-14 2-8-10 Scale=1:35.1 4x10 25x6 3 3x6 2x4 ! 3x4 3x4 = 5x6 3x6 =' 5x6 _= 4x10 '- 1 - = - --- #,.- -- - - -- �_ - 1 _T - i 20 19 18 17 16 15 14 13 12 11 5x6 == 5x7 - 5x6 = 6x12 MT20H= 3x4 =- 3x6 5x6 = 5x7 - 5x6 010 -_ i-6-14 �_- Z-O lfl L-1� -- 20 Plate O (2:0-2-4,0-2-8], 10-8 2 6-14 2- ~ � _. Offsets [3:0-2-4,0-1-81, --- 14 -- 2-6-14 - [1 0-3-12 0 1 12],[2:0-2-4,0 2 8] [8 0-2-4,0-1-8],[9:0-2-4,0-2-8],[10:0-3-12,0-1-12],[11:Edge,0-2-8],[12:0-2-4.0-2-8],[13:0-2-4,0-2-8], LOADING (psf) SPACING 1-0-0 CS' DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.46 Vert(LL) 0.40 15 >612 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.92 Vert(TL) -0.63 15 >391 360 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.10 11 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:430 Ib FT=0 LUMBER - . BRACING TOP CHORD 2x6 SYP SS TOP CHORD 2-0-0 oc purlins(5-3-0 max.):1-10, except end verticals. BOT CHORD 2x6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SYP No.3`Except' 2-2-0 oc bracing:15-16. 1-20,10-11:2x6 SYP SS,1-19,10-12:2x4 SYP No.2D 2-18,3-16,5-16,6-15,8-14,9-13:2x4 SYP No.2 REACTIONS (Ib/size) 20=9042/0-10-3 (min.0-3-9),11=9042/0-4-12 (min.0-3-9) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-8230/0,1-2=-12547/0,2-3=-21811/0,3-4=-27327/0,4-5=-27327/0,5-6=-29226/0, 6-7=-27345/0,7-8=-27345/0,8-9=-21816/0,9-10=-12546/0,10-11=-8231/0 BOT CHORD 19-20=0/843,18-19=0/12547,17-18=0/21811,16-17=0/21811,15-16=0/29226, 14-15=0/27345,13-14=0/21816,12-13=0/12546,11-12=0/843 WEBS 1-19=0/13766,2-19=-6546/0,2-18=0/10801,3-18=-4595/0,3-16=0/6430,4-16=-1250/0, 5-16=-2214/0,6-15=0/2192,6-14=-2369/0,8-14=0/6446,8-13=-4617/0,9-13=0/10807, 9-12=-6541/0,10-12=0/13765 NOTES 1'yZ1111111Pty11 1)3-ply truss to be connected together with 10d(0.131x3 " ")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 Do. �%% t,� A. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. �+®C ... .°" rr Webs connected as follows:2x4-1 row at 0-9-0 oc. i 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to •, r ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)All plates are MT20 plates unless otherwise indicated. Q+. " ;; 39380 " 4)Girder carries tie-in span(s):15-0-0 from 0-0-0 to 20-10-8;18-0-0 from 0-0-0 to 20-10-8 -_ 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. n y 6)Design assumes 42(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. � -0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. ' ;S [ATF 7)Recommend 2x6 strongbacks,on edge,spaced at 10 (l f f Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD Standard [rale}.°`� �`4 Floor:Lumber Increase=1.00,Plate Increase=1.00 t r Uniform Loads(plf) ��Ip ON A� 11,1 Vert:1-10=-507,11-20=-379(F=-374) tlttl#18119\ FL Cert. 6634 May 24,2012 �'. ✓,r.?La'-R.1 € . ;-se s.,a-�; t.,-'> .?a .='Ik. N a.;.'�,.��n..vr�?•.• e`d :,P-...:Sty <._Ii` ,.< ..<�#_,Wr B.,-.`_r;•_= Design valid for use only with MITek connectors.This design is based only upon porometers shown and is for an individual building component Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek tobrlcation quality control storage delivery,erection and bracing consult ANSI/TPI)Quality Criteria,DSB 89 and SCSI Building Component Safety Information available from Truss Plate Institute,781 N lee Street Suite 312 Alerandrio VA 22314. 6904 Parka East Blvd. Tampa,FL 33610-4115 VV CA 0 NIF � > m ap m z n x H o m 3 J O Q0 m o ( I �,,, n CY O O 0 7 0 A = D_ (�a G1 o-z a D c a o c - mQQa n -0 O O CL ZHo00 >ann n 0 0 0. a- oo ' W 3N 'aD° c° ° � m o ° � O am D wQ3 -m ° IOD , -m n an 3 (P� o Q0a� N R � a O oNo5. Ma :E _ ,pc T" ID 0Nn0aoO �� jZ Q ? 0NO ° D N �� Qoa ° c o ° o fl aQo. ' �o� ° ° �s'o' ID 2 N N'n ten. N 7 ' D a' n.Q' (D °;'p 7 3 Q O 7 N O -^N °• Z oa��2 ° flay � 0 3 � N. oc� c . m ��n � ° 7OID n m (O nO O � O O Nm N p On x. N 6 j - Opp u 0j jaO N �• N ON �a n�,,z (D 0Q N.CQ O �7 X (Q �• C (DC 7 S O O (D 27 7 n Q O SO 7 (D m m - z 0 =DTOP CHORD x - o �� n p 30 -Oz°° C18 J rn 'O c Wp T 00 m mcv~i CD 17,M M ° ZtDavN Dm = M, O rz mm t c ° m �N �N 7 Av' o n ' a ym n ti � ? 0 00 5- FLcr _7 < D3 Nin O�W T CO H� m Sam LSC 3 IJN n H CA D O m m ZQQ6p N0 NT 'O m > V O W2-7 ON N Q � (D-p ° 00�IL AA m p C 3 �• n p 0_ >,Da\pN O m z m N m (D O Q.(Q H ON N Q.Ia `o < Z 03 n W W H ® ■ N m0c < nm O< 7 Vp D ym 2 (n p_, o " a m � - � O o N m N aQ aNQ 7 m N O SC Z7 Q R N m ' Q N Q N N N W K r � �? 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ANN (D v7i° -'a -.n O �1 �V o mN mo m ° oo �° o 0o a �N 3 oF, Q7n m< � � 7 agar, 05 1 / o ° c c 73 a ono m a- <° m c m c° to O Q za a3 c 3 a ro7 mlm o0 o m f� Doo c oN ° $ ag7 fo C <R tom 0- ca ?m- m� �a noo Qm oc s� N° D�. ma ooa Q m m m o mm _ o' a m c =a2 g o7_ mQ c CA�, o f, 33 9' o m ° o n mo ' ma (D7 ° o zo of ° 0` m 0 0 o a o o S,o m o m j 6° \Q_ o o w ° ° o o s° Q 0 ort m-o o a m 0'o 3 ' n 00. 0 mo ym ` m m o m m f _0m C ...�, a n'Q ° m m �° 3a 37 ° °°' o d �o °n ° f - a7 °o a3 W m _ ° a a N° c o F, Q o o 9 j;3 0° a'o ? o o m c-a n m m ��/y. �c 7 7 O. m V a °n' c j N m m fp \ m ° f o° m o o � � m ° N ��. ° 3 a ° o m m o ' O ma �D m -° 5 mo a a 0 �m mm m °7r cr a � O z f 6 m Q. O 70 3 (D sm 3 Q m (D N MARCH 12, 2009 WEB BRACING RECOMMENDATIONS ST-WEB-BRACE MiTek Industries,Chesterfield,MO Page 1 of 1 / MAXIMUM TRUSS WEB FORCE(Ibs.)(See note 7) BRACE BAYSIZEe 24"O.C• 48 O C 72'O.C. – - - — BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL TYPE MiTek Industries,Inc. A B C D A B C D C D 10'-0" 1610 1886 1886 2829 -- -- 3143 3143 4715 4715 7074 2358 L - 14' 12'-0" 1342 1572 1572 LL -- -- -- - - 1150 1347 1347 2021 16'-0" 1006 1179 1179 L T —.— —— ---- -1768 L-2358 -1 2358- 7 3536- --- ' 18-0" 894 1048 1048 1572 T-- - 3143 4715 20-0" 805 943 I 943 1414 1886 1886 2829 j "Bay size shall be measured in between the centers of pairs of diagonals. I i TYPE BRACING MATERIALSGENERAL NOTES 1.DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF AND/OR CEILING DIAPHRAGM.THE DIAPHRAGM IS TO BE DESIGNED BY A QUALIFIED j PROFESSIONAL. 1 X 4 IND.45 SYP 2.THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2%OF THE WEB FORCE. A -OR- 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER,AS THE LATERAL BRACE 1 X 4#2$RB DF,HE,SPF) MATERIAL,AND SHALL BE INSTALLED IN SUCH A MANNER THAT IT INTERSECTS WEB MEMBERS ( ) AT APPROX.45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2-8d (0.131"x2.5")FOR 1x4 BRACES,2-10d(0.131"x 3")FOR 2x3 and 2x4 BRACES,AND 3-10tl(0.131"x3")FOR 2x6 BRACES. -- ----"-_-- - 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH 2-8d(0.131"X2.5")NAILS FOR 1x4 LATERAL BRACES. B 2 X 3#3,STD,CONST(SPF,DF,HE,OR SYP) 2-10d(0.131"x3")NAILS FOR 2x3 and 2x4 LATERAL BRACES,AND 3-10d(0.131"x3")FOR 2x6 LATERAL BRACES. 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE _ FOR CONTINUITY. 6, FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING,CONSULT C 2 X 4#3,STD,CONST(SPF,DF,HE,OR SYP) DSR-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND BGSI I GUIDE TO GOOD PRACTICE FOR HANDLING,INSTALLING&BRACING OF METAL PLATE CONNECTED WOOD—sbcin TRUSSES,JOINTLY and VPRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PI ATF IN$Tl rl)TF. wwwsbclntlusiry.com and www.lpinsLorg D 2 X 6#3 OR BETTER(SPF,DF,HF,OR SYP) 7. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE. 8, TABULATED VALUES ARE BASED ON A DOL.=1.15 j FOR STABILIZERS: FOR A SPACING OF 24O.C.ONLY,MITEK"STABILIZER"TRUSS BRACING SYSTEMS CAN BE AIIBSTITIITED FOR TYPE A.B.C AND D BRACING MATERIAL. DIAGONAL BRACING FOR STABILIZER S ARE TO RF PROVIDED AT BAY SIZE INDICATED ABOVE.WHERE DIAPHRAGM BRACINC IS RFOUIRFU AT PITCH BREAI(S.STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING.SEE"STABILIZER" 'BUSS BRAONG INSTAL AVON GUIDE AND PRODUCT SPECIFICATION. DIAGONAL BRACE c CONTINUOUS LATERAL RESTRAINT 2-1Gd NAILS (SEE NOTE 4) TRUSS WEB MEMBERS This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members.Additional bracing may still be required for the stability of the overall roof system.The method shown here is just one l method that can be used to provide stability against web buckling. ------ - ----------- FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK MiTek Industries,Chesterfield,MO Page 1 of 1 V A I j - -- ---- ------ ---- - -- - TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2x6"STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. MiTek Industries,Inc. -------- NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD,IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED,BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE L FRAMING ATTACH TO VERTICAL SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF STRONGBACK USE META ANCHOR L ATTACH WEB WITH(3)-10d NAILS (0.131"x3") (DO NOT USE DRYWALL TYPE SCREWS) TO TOP CHORD (0.131"x 3") ATTACH TO VERTICAL WEB WITH(3)-10d NAILS (0.131"x3") X,� BLOCKING BEHIND THE ATTACH 2x4 VERTICAL TO FACE ATTACH TO CHORD VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND WITH TWO#12 x 3" RECOMMENDED WHILE BOTTOM CHORD WITH(2)-10d WOOD SCREWS(.216"DIAM.) NAILING THE STRONGBACK NAILS(0.131"x 3")IN EACH CHORD USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE FACE OFINTO EDGE ANCHOR TO ATTACH WEB WITH(3)-10d NAILS SCAB WITH(3)-10d NAILS STRONG ACOK RD(DO NOT USE OF TO BOTTOM CHORD (0.131"x 3") (0.131"x 3") DRYWALL TYPE SCREWS) 4-0-0 — WALL _ —BLOCKING TRUSS 2x6STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHERS) TT/�/ � 7 / /J 1 Y -_ 1LL THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS.IF SPLICING IS NECESSARY,USE A 4'-0"LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)-10d NAILS (0.131"x 3")EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH(12)-10d NAILS(0.131"x 3")STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) - JANUARY 1, 2009 T-BRAC E / I-BRACE DETAIL ST - T-BRACE MiTek Industries Chesterfield,MO Page 1 Of 1 .- I Note:T-Bracing/I-Bracing to be used when continuous lateral bracing is impractical.T-Brace/I-Brace must cover g0%of web length. Note:This detail NOT to be used to convert T-Brace/I-Brace MiTek Industries, Inc. webs to continuous lateral braced webs. Nailing Pattern --- - --- _ - - - - Brace Size T Brace size Nail Size Nail Spacing for One Ply Truss - - 1x4 or 1x6 10d 8 o.c. -- -- --- ---- x4 or 2x6 or 2x8 _16_d 8 O.C. Specified Continuous - - - Rows of Lateral Bracing Note: Nail along entire length of T-Brace/I-Brace -- (On Two-Ply's Nail to Both Plies) Web Size 1 2 2x3 or 2x4 1x4 O T-Brace U4(') I-Brace - - - --- 2x6 UIS O T-Brace 2x6 I Brace 2x8 2x8 T Brace 2x8 I-Brace Nails Brace Size for Two-Ply Truss Specified Continuous Rows of Lateral Bracing SPACING ----- --_ - _- -_- =. Web Size --- 1 -_ - 2 --- { \ \\ 2x3 or 2x4 2x4 T Brace 2x4.1 Brace yyEg \ \ \ 6 2x6 2xT Brace 2x6_I Brace x6 ---- x6 ---- - ----- \ 2x8 2x8 T Brace - --- - + - - 2x8 1 Brace T-BRACE Nails Section Detail �.= T-Brace Web i Nails T-Brace/I-Brace must be same species and grade(or better) as web member. (') NOTE: If SYP webs are used in the truss, 1 x4 or 1 x6 SYP braces must be stress Web— rated boards with design values that are equal to(or better)the truss web -Brace design values. For SYP truss lumber grades up to#2 with 1 X_bracing material, use IND 45 for T-Brace/I-Bra�ej Nails' For SYP truss lumber grades up to#1 with 1 X bracing material, use IND 55 for T-Brace/I Brace' -- -- - r JANUARY 1, 2009 BEARING BLOCK DETAIL J_ST-BLCK1 ------- --- --- -- - - - Pae 1 of 1 L- I CR) REFER TO INDIVIDUAL TRUSS DESIGN MiTek Industries,Chesterfield,MO g / V� f FOR PLATE SIZES AND LUMBER GRADES -- V --� IMPORTANT This detail to be used only with one ply trusses with a D.O.L. lumber increase of 1.15 or higher. MiTek Industries,Inc. Trusses not fitting these criteria should be examined individually. 0-3-8 ACTUAL BEARING SIZE ------- -------- BOTTOM CHORD SIZE LUMBER ALLOWABLE BEARING BLOCK BEARING BLOCK&WOOD BEARING ALLOWABLE LOADS __ REACTION — _ AND GRADE ALLOWABLE LOADS NAILING PATTERN — (Ib) ALLOWABLE LOAD(Ib) I TOTAL EQUIVALENT BEARING LENGTH * i sYP_ _ 2966_ 975 ---3941 2x4 BOTTOM CHORD DF 3281 892 4173 0-4 7 _ 2 ROWS @ 3 O.C. -- — -- - -- (8 TOTAL NAILS) HF 2126 772 2898 — 0-4-12 SPF 2231 754 2985 0-411 SYP 2966 1462 4428 0-5-3 2x6 BOTTOM CHORD DF 3281 1338 4619 0-4-14 3 ROWS @ 3"O.C. HF 2126 1159 3285 0-5-6 (12 TOTAL NAILS) _ ----- ---- -- SPF 2231 -1131 3362 0-5-4 SYP 2966 1950 4916 0-5-12 ---------- 2x8 --2x8 BOTTOM CHORD DF 3281 1784 50650-5-6 HF 2126 1545 3671 0-6-0 4 ROWS @ 3"O.C. (16 TOTAL NAILS) ---- - - SPF 2231 1508 3739 _075-113 E CASE 2 CAS1 \ 4"MINIMUM r/- -- - ----- HEEL HEIGHT BRG BLOCK TO BE SAME 2"BLOCK SIZE,GRADE,&SPECIES AS EXISTING BOTTOM CHORD. 12"BLOCK APPLY TO ONE FACE OF TRUSS. - NOTES: 1.USE LOWER OF TOP PLATE OR TRUSS WOOD SPECIES. 23HE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3.NAILS DESIGNATED ARE 10d(.131"DIAM.x 3") FOR BEARINGS NOT NEARER THAN 3"TO THE END * OF A MEMBER(CASE 2),THESE VALUES MAY BE MULTIPLIED BY A BEARING FACTOR OF 1.10 LOADS BASED ON FOLLOWING Fc PERPENDICULAR VALUES: SYP=565 psi DF =625 psi HF =405 psi SPF =425 psi NOTE:VALUES DO NOT INCLUDE MSR LUMBER WITH"E"VALUES GREATER THAN 1,900,000 PSI OR NON-DENSE GRADE LUMBER. JANUARY 1, 2009 BEARING BLOCK DETAILj 1 ST BLCK2 REFER TO INDIVIDUAL TRUSS DESIGN MiTek Industries,Chesterfield,MO Page 1 of 1 FOR PLATE SIZES AND LUMBER GRADES IMPORTANT l j This detail to be used only with one ply trusses with a D.O.L. lumber increase of 1.15 or higher. I MiTek Industries, Inc. Trusses not fitting these criteria should be examined individually. 10-5-8 ACTUAL BEARING SIZE BOTTOM CHORD SIZE LUMBER ALLOWABLE AND GRADE REACTION BEARING BLOCK BEARING BLOCK&WOOD BEARING ALLOWABLE LOADS ALLOWABLE LOADS --- - —---— Ilbl * -- — NAILING PATTERN - --- -- -- ALLOWABLE LOAD(Ib) TOTAL EQUIVALENT BEARING LENGTH - - 2x4 BOTTOM CHORD -SYP--- ---4661 - - 975 - - 5636 -- 0-6-10 - OF 5156 --- 2 ROWS @ 3"O.C. --- 1 - -- --- --- 892 6048 0-6-7 - 18 TOTAL NAILS) HF - - - - _ 3341 - - - -- - - - - - 772 4113 0-6-12 SPF 3506 - -, - -- - 754 4260 0-6-11 _SYP 4661 1462 6123 -- - -- --- - 1159 - -- ---- 6494 ----- ---- _0-6-15 -- 2x6 BOTTOM CHORD OF 5156 1338 - 3 ROWS @ 3 O.C. -- - (12 TOTAL NAILS) HF -3341 -- - -- - - 4500 0 7 6 -- —— -- -- sPF 3506 - - - - ---- - --- - 1131_ 4637_ _ _ 0 _ - -6611.- - -- 0-7-12 sYP 4661 1950 _07-4 - -- 2x$BOTTOM CHORD OF 5156 - - 4 ROWS @ 3"O.C. — -- -- -- 0-7-6 84 6940 116 TOTAL NAILS) _ 3341 - 1545 4886 -8 0 - -- _ --- -- -- - - --- - - SPF..-- --1 ---3506 1508 5014 0-7-14 T SE -� \ ASE 2 -� 4' MINIMUM �� LCA HEEL HEIGHT BRG BLOCK TO BE SAME 12"BLOCK SIZE,GRADE,&SPECIES AS EXISTING BOTTOM CHORD. 12"BLOCK APPLY TO ONE FACE OF TRUSS. _ NOTES: 1.USE LOWER OF TOP PLATE OR TRUSS WOOD SPECIES. 23HE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3.NAILS DESIGNATED ARE 10d(.131"DIAM.x 3") '* FOR BEARINGS NOT NEARER THAN 3"TO THE END OF A MEMBER(CASE 2),THESE VALUES MAY BE MULTIPLIED BY A BEARING FACTOR OF 1.03 LOADS BASED ON FOLLOWING Fc PERPENDICULAR VALUES: SYP=565 psi DF =625 psi HF =405 psi SPF =425 psi NOTE:VALUES DO NOT INCLUDE MSR LUMBER WITH"E"VALUES GREATER THAN 1,900,000 PSI OR NON-DENSE GRADE LUMBER. 'r JANUARY 1, ZOO9 STANDARD DETAIL FOR ALLOWING A DECK ST-DECK LEDGR LEDGER CONNECTION TO A FLOOR TRUSS MiTek Industries,Chesterfield,MO Page 1 of 1 CR) - MiTek Industries,Inc. — LADDER TRUSS WITH 02 SPF NO.2 MINIMUM CHORD LUMBER,WEBS SHALL BE 4X4 STUD HF,SPF,DF OR SYP AT 2x4 BAND --� 16"O.C.MAX. FASTENER(S)SPECIFIED BY OTHERS DOUBLE END _- VERTICAL t I FLOOR BLOCKING PER BUILDING DESIGNER FASTENERBY OTHERS S)SPECIFIED / - - - LEDGER SPECIFIED BY OTHERS. < 0 LEDGER SPECIFIED _—___ < FLOOR TRUSSES BY OTHERS / 24"O.C.MAX. TYPICAL FLOOR---—-J LADDER FRAME TO BE TRUSS i CONTINUOUSLY SUPPORTED BEARING AT ----------� END OF TRUSS FLOOR TRUSS PERPENDICULAR FLOOR TRUSS PARALLEL TO BEARING WALL TO BEARING WALL N.T.S. N.T.S. OTHER FRAMING ELEMENTS OTHER FRAMING ELEMENTS NOT SHOWN FOR CLARITY NOT SHOWN FOR CLARITY NOTES: DETAIL PERMITS A MAXIMUM OF TWO 1/2"DIA.THRU BOLTS OR LAG SCREWS TO BE INSTALLED ALONG THE VERTICAL CENTER LINE AND INTO THE DOUBLE END VERTICAL OF FLOOR TRUSSES OR INTO THE 4X4 VERTICALS OF A LADDER TRUSS. FASTENERS SHALL NOT INTERFERE WITH ANY JOINTS OR CONNECTORS WITHIN THE FLOOR OR LADDER TRUSS AND BE INSTALLED PER NDS. CAPACITY OF CONNECTION SHALL BE SPECIFIED BY THE BUILDING DESIGNER.REFER TO NATIONAL,STATE,LOCAL BUILDING CODES OR STANDARD INDUSTRY DETAILS APPROVED BY THE BUILDING OFFICAL. DETAIL HAS CONSIDERED VERTICAL LOAD CAPACITY OF THE FASTENERS ONLY.ALL OTHER FRAMING ELEMENTS REQUIRED TO SUPPORT AND OR RESIST ANY OTHER LOADS AND OR FORCES SHALL BE THE RESPONSIBILITY OF OTHERS. DESIGN OF ALL DECK OR PORCH COMPONENTS SHALL BE BY OTHERS. JANUARY 1, 2009 STANDARD DETAIL FOR ATTACHING A LEDGER TO THE SIDE OF A FLOOR TRUSS GABLE ST-LEDGR ------------------- �[ ] R) MiTek Industries,Chesterfield,MO Page 1 of 1 MAX.WALL LOAD=800 PLF MiTek Industries, Inc. FLOOR GABLE TRUSS WITH SPF NO.2 MAX LOAD ON LEDGER 480 PLF MINIMUM TOP CHORD LUMBER. FLOOR TRUSS = / I � HEATHING ' —___ 'TTS 71i�r1r�%��71IiJI''%Il_1��11��11'T�Zl1 � i DEPTH=14", 16",18",OR 20" i 94"MAX i SHEA HHING 4X4 STUDS AT 16"SPACING MAX. BRG.WALL (HF SPF,,DF,OR SYP) A TACH LEDGER(DESIGNED BY OTHERS)WITH TWO 1/2"DIAMETER ASTM A307 BOLTS WITH WASHERS AT EACH STUD LOCATION. (MINIMUM 2X8 SPF NO.2) llIJANUARY 1, 2009 STANDARD RIBBON BLOCK DETAIL ST-RIBBON MiTek Industries,Chesterfield,MO Page 1 of 1 Mfr-__� R -V_ �� L MiTek Industries,Inc. i v / — ' ��x FASTEN RIBBON BLOCK TO END VERTICAL WITH FASTEN RIBBON BLOCK TO END VERTICAL WITH TWO ROWS OF 10d NAILS(A 20"DIA.X 3")SPACED TWO ROWS OF 10d NAILS(.120"DIA.X 3")SPACED 4"O.C.(USE THREE NAILS MINIMUM) 4"O.C.(USE THREE NAILS MINIMUM) - JANUARY 1, 2009 - - LATERAL TOE-NAIL DETAIL - - ST-TOENAIL SP I MiTek Industries,Chesterfield,MO9 �� NOTES: Pae 1 of 1 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND i" l I BACK CORNER OF THE MEMBER END AS 2.THE END DES ANCE,EDGE DISTANCE,ANDS ACING OFNAILSSHALL BE SUC AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. H I MiTek Industries, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE NAIL SINGLE SHEAR VALUES PER NDS 2001 (Ib/nail) THIS DETAIL APPLICABLE TO THE DIAM. SY --- — THREE END DETAILS SHOWN BELOW P DF HF SPF SPF-S --- .1318ELO80.6 69 9 -68 4 59 7 --- -- — -- - --- O .135 93.5 85.6 74 2 72 6 63.4 VIEWS SHOWN ARE FOR -- - M 162 108:8 99.6 86.4 84.5 73,8 ILLUSTRATION PURPOSES ONLY Z _ 128_ 74 2 67.9 _58 9 -57 6 50.3 131 _ 75 9 _ 69.5 __60.3 59.0 51.1 _ SIDE VIEW N .148 81.4- - I 74.5 64.6 63 252.5 (2x3,2x4) SIDE VIEW - --- s 2 NAILS (2x6) 7 ---__ --- —— -- 3 NAILS VALUES SHOWN ARE CAPACITY PER TOE NAIL NEAR SIDE NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. NEAR SIDE EXAMPLE: NEAR SIDE - ---- - -- NEAR SIDE (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES BOTTOM CHORD - For load duration increase of 1.15: 3(nails)X 84.5(Ib/nail)X 1.15(DOL)=291.5 Ib Maximum Capacity ANGLE MAY ANGLE MAY VARY FROM ANGLE MAY VARY FROM 301 TO 601 VARY FROM \ 30°TO 60° ANGLE 45.00o 301 TO 60, - 45.00° 45.00° I i i C I j � I I I t ° r � 1 • ' I . I FACE MOUNT HANGERS LUS/MUS/HUS/HHUS/HGUS SERIES Fasteners(Quantity&Size) ==n o [Carried Model • o o a a a 11111 a E. Member No. Carrying Member Carried Member a""a �? a a e a a a a e LUS24 (4)-.1480 (2)-.1480 p o o a a g a e e a LUS26 (4)-.1480 (4)-.148X3 oaaaeaaaa C a a LUS28 (6)-.1480 (4)-.148x3 ° d LUS210 (8)-.1480 (4)-.148x3 • of MUS26 (6)-.1480 (6)-.148x3 � 1-PLY MUS28 (8)-.148x3 (8)-.148x3 /'s1/, LUS28 °s< Typical LUS Installation HUS26 (14)-.162x3'/2 HUS28 (22)-.162x3'/2 (8)-.162x3'/2 HUS210 (30)-.16201/2 (10)-.16201/2 o° HGUS26 (20)-.162x3'/2 (8)-.162x31/2 °� c A c • • HGUS26 (36)-.162x3'/2 (12)-.162x3'/2doQ os• h HHUS26-2 (14)-.162x31/2 (6)-.162x3'/2 L 4 o e • HHUS28-2 (22)-.162x3'/2 (8) .162x31/2 q r to N ®q, HHUS210-2 (30)-.162x3'/z (10) .162x3'/z s,• 2-PLY I HGUS26-2 (20)-.162x3'/2 (8)-.162x3'/2 HGUS28-2 s to HGUS28-2 (36)-.16201/2 (12) .16201/2 a • HGUS210-2 (46)-.16201/2 (16)-.16201/2 � r HGUS26-3 (20)-.162x3'/2 (8)-.162x31/2 3-PLY HGUS28-3 (36)-.1620/2 (12)-.16201/2 a Q MUS28 HGUS210-3 (46)-..162x3'/2 (16)-.1.62x3'/2 HHUS210-4 (30)-.162x3'/2 (10)-.162x3'/2 HGUS26-4 (20)-.162x '/2 (8)-.16231/2 4-PLYHGUS28-4 6) 16231/ (12)-.16231/2 d 10 HUS2HGUS210-4 46)-162x3'/2 (16) .16201/2 (HHUS similar) HGUS212-4 56)-.162x3'/2 2x3'/2 (66) .162x3' (22)-162X3'/,2 Double-_Sh_ ear N aIiI, ling 4X HUS410 (8)-.1623/2 (8)-.162x3'/2 HUSTop View HHUS410 (30)-.162x3'/2 (10)-1623'/2 Min.Nailing-Fill Round Holes HTU SERIES Max.Nailing-Fill Round and Triangle Holes Minimum and maximum nailing options.See design information . ' a• ° Carrying for correct installation option Member Carried Carried Model Fasteners(Quantity&Size) ••. • • Member Member No. Carrying Member Carried Member 162x3'/2 Min:14)/(Max:20-.148x1'/2 I •• °°!•°° HTU26 (20)-. ( ) 00 m o°8g d 1-PLY HTU28 (26) .162x3'/2 (Min:14)/(Max:26) .148x1/z "r'" °o .q $$ HTU210 (32)-.162x3'/2 (Min:14)/(Max:32)-.148x1'/2 °° °° g o g g HTU26-2 (20)-.162x31/2 (Min:14)/(Max:20)-.148x3 HTU26 2-PLY HTU28-2 (26)-.162x3'/2 (Min:14)/(Max:26)-.148x3 Typical HTU26 Minimum HTU210-2 (32)-.162x3'/2 (Min:14)/(Max:321-.1480 Nailing Installation Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. Mi"bW RE: 120921 - Nelson Residence MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 33610-4115 e Customer Info: Elite Homes Project Name: Nelson Residence Model: Lot/Block: Subdivision: L� Address: 310 6th Street City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: License#: Address: LAW City: State: . bi'liF�fW4..Y General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: N/A Wind Speed: N/A mph Floor Load: 55.0 psf U Roof Load: N/A psf This package includes 1 individual, dated Truss Design Drawings and 0 Additional Drawings. x With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index s z r conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. Z E, lNo. �T230�74T�01 ame DateA o 6/12/012 A W Q U SHOP DRAWING REVIEW DISPOSITION A 4 O ATTENTION:Review of shop drawings is only for conformance vv . the design concept of the project and does not relieve the contra of responsibility for any deviation from the requirements of the s drawings.Contractor shall determine and verify all field rneasuremen: ,_APPROVED ❑ RETURNED FOR CORRECTION A 0 pW / {c� ❑ APPROVED AS NOTED ❑ RETURNED WITHOUT ACTION ❑ NOT APPROVER' ❑ SEE TRANSMITTAL LETTER iii�U��•r COMMENTSf�, 2 BY { DATE `e�J Or_ HULSBERG ENGINEERING,INC. FL CE .258 6 a� 11481 ST.AUGUSTINE RD.8202 JACKSONVILLE, FL 32258 The truss drawing(s)referenced above have been prepared by MiTek s �el'. :• Industries,Inc.under my direct supervision based on the parameters `� tet' fr provided.by TrussMart Bldg Compts,LLC. ��'. tG E Truss Design Engineer's Name: Magid, Michael No I wr My license renewal date for the state of Florida is February 28,2013. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss ;,©., STATE C1F components shown. The suitability and use of this component ` .,E.a R for any particular building is the responsibility of the building /® ALE designer, per ANSI/TPI-1 Sec. 2. 111#111111 081 C FL Cert. 6634 June 12,2012 Magid,Michael 1 of 1 r x truss 120921 Truss Type ---- Tol — TRUSSMART BUILDING FLOOR Qty Ply COMPONENTS, Nelson Residence g Midway,GA,31320 --� 2-8-g 5-1-4 2-4-14 7-6-2 2-4_14 9-11-() Job Reference o 16ona1 T4423074 2-0-14 ,z-3-,a ID:RmBPJoBtOi077cTFu32r232012 2-0-iq�f--- .4 8 24 14 1741_10 P16zDIbG 6kR Industries,Inc. Tue Jun 1210:14:072012 Page 2.4-14 12.2-01a 1 3 P6kRDe_XSY9Xhs9M6 2-2-0 3-8-7 OzNax6zPFe07o5VIMt z-z-0 s-to-, 9YKz73v z-2 4 2 __8 Th�er is NOT symmetric- 2-5-,2 Proentatioi is a setnt aj 4x5= Scale=1:49.2 3x5= 7 2 3x4 = 7.5x4 II 3 1.5x4 I I 3x5= 4x 12 = 5 4x5 = 3x4 = \ 6 4 1.5x4 II 10 1.5x4 II 3x4 = 12 3x5= 13 14 i 28 \ 2x427 II 4x5= 26 25 24 3x5 = 3x4 = 23 22 21 (+� 3x5= 3x4 = 20 4x6= 3x4 II 19 78 17 4x5= 4x4 _ 4x4= 3x4= 16 15 3x5 = 1.5x4 N I i � 2-8.6 S1-0 7-6-2 9110 2-0-14 2.4.14 2-4-14 27-8-3 23-8-7 2-0-14 2 2-2.2 2_Z.q 2510-,2 28-4-8 Plate 0sets(X,Y): [1:0112 D 1 121,[2:D 2 U,�18],16:0 1 12,0 1-8],[7:0-1-12,0-Z-O],(9:0-4-12,0-1-8J,[10:0-1-i2,0-1-8j,[18:0-i-12,0-1 8j�[19:0-1-12,0 1-8], 2-572 (20:0-2-4,0-1-8j, (21:0 2-0,0-1-12],(23:0-1-12 0.2-01 [24:0-1-12 0-1-8 26:0-2-0 0-1-8 27:0-1-12 0-1-12 28:0-2-0,0-0-4 10ADlNG(psf) SPACING 1-0-0 CSI DEFL in (loc) Ildefl L!d PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.89 Vert(LL) -0.21 25-26 >990 480 MT20 244/190 TGDI 10.0 Lumber Increase 1.00 BC 0.74 Vert(TL) -0.32 25-26 >634 360 Rep St1esS Ina No WB 0.88 Horz(TL) 0.04 20 n/a n/a Code FRC20101TP12007 (Matrix) Weight:298 Ib FT=0°k `O BRACING J TOP CHORD 2-0-0 oc purlins(4-e-7 max.):1-14, except endertEcarlRs. ceilin directly applied or 10-0-0 oc bracing, Pt 1I i e i I i I I i I i i i I I Job Truss Truss Type QtyPly Nelson Residence T442307A 120921 T01 FLOOR 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Apr 23 2012 MiTek Industries,Inc. Tue Jun 12 10:14:07 2012 Page ID:RmBPJoBtOi077cTFu3Zpl6zDlbG-p6kRDe_XSY9Xhs?M6OzNaX6zPFe07o5%AMtgyKz73v 5-1-0 T�- 9-11-0 12-3-14 14-8- i 17-1-10 19-3-14 i 21-6-3 23-8-7 25-10-12 28-4-8 22� 24-14 2-4-14 2�1414 2-4-1 14 2-4-14 2-2-4 2-2-4 2-2-4 2-2-0 2-5-12 Scale=1:49.2 This truss is NOT symmetric. Proper orientation is essential. 4x12 = 4x5= 3x5= 3x4 = 1.5x4 11 1.5x4 3x5= 4x5 - 3x4 - 4x4 = 1.50 1.5x4 3x4 = 3x5= 1 _- 2 3 4 5 _ 6 _ 7 81011 12 13 14 LSI > 28� 27 26 25 24 23 22 21 20 19 18 17 16 15 20 II 4x5= 3x5 = 30 = 3x5= 3x4 = 4x6= 30 II 4x4 = 40= 3x4= 3x5 = 1.5x4 4x5== 2-8-6 5-i-0 7-6-2 9-11-0 12-3-14 14-8-12 17-1-10 17-1-12 19-3-14 21-6-3 238-7 25-10-12 28-0-8 2-8-8 2-0-74 2.4-14 2-4-14 2-4-14 24-14 +-- 2-4-14 0--2 2-2-2 2-2-0 2-2-0 2-24 2312 Plate Offsets(X,Y): [1:0-1-12,0-1-12],[2:0-2-0,0-1-8],[6:0-1-12,0-1-8],[7:0-1-12,0-2-0],[9:0-4-12,0-1-8].[10:0-1-12,0-1-8],[18:0-1-12,0-1-8],[19:0-1-12,0-1-8],[20:0-2-4,0-1-8], [21:0-2-0 0-1-121 [23:0-1-12,0-2-0] (24:0-1-12 0-1-8L 2f 6:0-2 0 0-1-8].(27^_0-1_12 0-t-121 (28:0-2-0,0-0-41 LOADING(psf) SPACING 1-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.89 Vert(LL) -0.21 25-26 >990 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.74 Vert(TL) -0.32 25-26 >634 360 BOLL 0.0 Rep Stress Incr NO WB 0.88 Horz(TL) 0.04 20 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:298 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SYP SS'Except' TOP CHORD 2-0-0 oc purlins(4-8-7 max.):1-14, except end verticals. 8-14:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SYP SS 6-0-0 oc bracing:20-21,19-20,18-19. WEBS 2x4 SP No.2*Except* 1-28,14-15,14-16:2x4 SP No-3,2-26,3-25,6-24,7-23,9-21:2x4 SP No.2D H REACTIONS (Ib/size) 28=3826/0-11-8 (min.0-2-4),15=2G18/0-3-8 (min.0-1-8), 0=861910_3_8 Oe .0-5-1 Max Grav 28=3837(LC 3),15=2067(LC 4),20=8619(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-28=-3753/0,1-2=4802/0,2-3=-7572/0,3-4=-7997/0,4-5=-7997/0,5-6=-7997/0, 6-7=-4993/0,7-8=-75610,8-9=-756/0,9-10=011678,10-11=-194010,11-12=-1940/0, 12-13=-1940/0,13-14=-2206/0,14-15=-2067/0 BOT CHORD 26-27=014802,25-26=0/75722 24-25=0(7997,23-24=014993,22-23=0/756,21-22=0/756, 20-21=-4991/0,19-20=-4991/0,18-19=-1678/0,17-18=0/1940,16-17=0/2206 WEBS 1-27=0/5618,2-27=-3241/0 2-26=0/3397,3-26=-1716/0,3-25=0/614,4-25=-769/0, 5-24=-1685/0,6-24=013757,6-23=-3177/0,7-23=0/5217,7-21=-417510,9-21=0/6929, 1107 891961278/01416046 010 - 32810-18=014199,11-18=-1749!0,12-17=-514/0, 3-1 =556/0, 34Si�{a ` S. �.•G C Ar `•. "T1 �I NOTES 2- ly truss to be connected together with 10d(0.131"x3")nails as follows. 44 ;�•'� �♦+�•, r Top chords connected as follows:2x4-1 row at 0-9-0 oc. ; No 53681 r Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. .► � � --.--- 3 Unbalanced floor live loads have been considered for this design. i STATE .,0F 4)WARNING:Required bearing size at joint(s)20 greater than input bearing size. (+} 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. *f ,(�' 1 Q P 6)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w!2-10d nails. .►�!ij `•........ \�� 7)Recommend 2x6 backs ends n edge, aired by other means.fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at the !!!!la A1101 LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 FL Cert. 6634 Uniform Loads(pit) Vert:1-14=-510,15-28=-5 June 12,2012 ®SUAI2NTAF -Verify design par amete cxnd PEAR NtIIKS ON 7WIS AND IMLLIDED MII EK XETEItF1W.E FAUN.MII;7'473 BEFORE USE. � Design valid for use only with NATTek connectors.This design is based only upon parameters shown.and is for on individual building component._ Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of indivicival web members only.Additional temporary bracing to insure stability during const action is the responsibillity of the Mi ,` erector.Additional permanent bracing of The overall structure is the responsibility of the building designer.For general guidance regcrding M !t fabrication,qualify control,storage,delivery.erection and bracing,consult ANSI/TPll Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute 781 N.Lee Street,Suite 312-Alexandra VA 22314. Tampa,FL 336104115 If Southern il#ne(SR or SPp1 lumber is spedfied,the design values ate thc4e effeAfve 061W1012 by ALSe or prootised by SPIB. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. Mi'"Rik" RE: 420921 - Nelson Residence MiTek USA, Inc. f y 6904 Parke East Blvd. Site Information: Tampa,FL 33610-4115 I Customer Info: Elite Homes Project Name: Nelson Residence Model: Lot/Block: Subdivision: a Address: 310 6th Street City: Atlantic Beach State: FL LdlV.� Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: License#: Address: 6� City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: N/A Wind Speed: N/A mph Floor Load: 55.0 psf W Roof Load: N/A psf U This package includes 1 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 s x+ ` conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. a ,<p \,0 [No. Seal# Truss Name Date O o 1— T4423074 T01 6/12/012 A SHOP DRAWING REVIEW DISPOSITION A a ATTENTION:Review of shop drawings is only for conformance v, the design concept of the project and does not relieve the contra O of responsibility for any deviation from the requirements of the S X_APPROVED dwings.Contractor shall determine and verifyall field rneasurerne.r.11RETURNED FOR CORRECTION A O 11APPROVED AS NOTED ❑ RETURNED WITHOUT ACTION ❑ NOT APPROyEg. "" ❑ SEE TRANSMITTAL LETTER COMMENTS �13 { By � DATE `HULSBERG ENGINEERING,INC, FL CE 11481 ST.AUGUSTINE RD.#202 JACKSONVILLE, FL 32258 The truss drawing(s)referenced above have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters �.,`` �P �; 41 <<i, provided,by TrussMart Bldg Compts,LLC. ��` • GENS`•., r Truss Design Engineers Name: Magid, Michael No 53681 My license renewal date for the state of Florida is February 28,2013. » ' •w NOTE:The seal on these drawings indicate acceptance of ¢ professional engineering responsibility solely for the truss %53 STATE OF components shown. The suitability and use of this component %© '•.� P:'�/J.,4 for any particular building is the responsibility of the building ''. �5, •0 designer, per ANSI/TPI-1 Sec. 2. FL Cart. 6634 r� June 12,2012 Magid,Michael 1 of 1 .I CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD ., ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 12-00000756 Date 6/28 / ',;' Property Address . . . . . . 310 6TH ST Application type description SINGLE FAMILY RF. �IDENCE Property Zoning . . . . . . . RES SF DISTRICT' Application valuation . . . . 600000 ----------------- ----------------------- - - - Application desc NEW HOME - ---------------------- -- --- ----------------- - - - Owner Contrart;,r ------------- --- --- --- -- ----- - - - - -- ------------- NELSON JEFFREY & KIMBERLY M ELITE HOMES INC. 480 OCEAN BLVD 357 12'i'H ST ATLANTIC BEACH FL 32233 ATLANTT" :, 'ACII FL 32233 (904) _,',: 9-2803 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ------ -------------------- -- - - -- - ------------------ - — Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 1880 . 00 Pla., Cher,. Fee 94O . c Issue Date . . . . Val,.. ;_ic:i 600 Expiration Date . . 12/25/12 -- ----------- - - - -------------- -- - - - - - - - --------------- - - - Special Notes and Comments 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE FOR AN APPROVED FINAL MECHANICAL A/C INSPEC` 'ION, A STICKER SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT TESTING A"F''TCY. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LTr" NSED PEST CONTROL COMPANY PRIOR TO C. O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINI;OWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPF'CT F', Ti?Td. RS Avoid damage to underground water/sewer ut ti:->c . Verify vertical and horizontal location of utiliti Hand dig if necessary. If field coordination is needec , call 247-5834 . Ensure all meter boxes, sewer cleanouts anti valve covers are set to grade and visible . A sewer cleanout must be installed at the r - per_ty line. Cleanout must ��be covered } with } an-nRT1 ccncr_(,: : b hx with PERMIT ISRP EIiMLY IN'1�-C'�MR1iCF �HbALL'L71`Y &0AftXR44F 1366H (Oi6iV1AT S-AND THE FLORIDA BUILDING CODES. "a s CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . Page 2 . 12-00000756 Date 6/28/:L2 ------ --------- -- -- - - -------------------- - - - Special Notes and Comments A reduced pressure zone backflow preventer ,rest be installed if irrigation will be provided o:- if there is a well on the property. Backflow preventer r .t be installed by a certified tester and a copy of the re.. � is sent to Public Utilities . On-site storage is required; a post constru:.,'. ion topographic survey documenting proper const .tion will be required. All concrete driveway aprons must be 5" thic,,, 4000 psi, with fibermesh from edge of pavement to prc ,,�rty line . Reinforcing rods or mesh are not allowed ir: ;.he right-of-way. Full right-of-way restoration, including so , is required. Roll off container company must be on City <_ proved list and container cannot be placed on City rig': of-way. (Approved: Advanced Disposal, Realco, Shape le ' s and Waste Management) Full erosion control measures must be _nstl- �d and approved prior to beginning any earth cast, :_ng activities . Contact Public Works (247-583 ' or Erosion and Sediment Control Inspection prior to s of construction. Other Fees STATE DCA SUR� '?ARGE 28 . 20 DEV REVIEW-Sly LE & 2-FAM 50 . 00 ENG REV RESIIF, TIAL I,LD 100 . 00 STATE DB PR S' TARGE 28 . 20 UTIL REV RFS_ TTIAL 3LDG 50 . 00 ---- - - ------------------- - - - - Fee summary Charged Paid edited Due ----------- ---- -- ---- - - - --- -------- - - Permit Fee Total 1880 . 00 1880 . 00 . 00 . 00 Plan CI-ieck Total 940 . 00 940 . 00 . 00 . 00 Other 1.Iee Total 256 .40 256 . 40 . 00 . 00 Grand Total 3076 . 40 3076 . 40 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 [FILE G Office (904) 247-5826 Fax (904) 247-5845 Job Address: -"3/0 Permit Number: Legal Description Lots .5 S 610,JIL 7 /� AP 'par cel # oorea o q. t. t Valuation of Work$_b0Q.000 Proposed Work heated/cooled 67 non-heated/cooled Class of Work(circle one): ew Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/propoinstalled? structures)(circle one): Commercial esidentia If an existing structure,is a fire sprinkler system (Circle one): —T—es—No N/A Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: New S,N Property Owner Information• Name: �4 �- ktw" r Al .50th Address: Oce bop. t�P 44 City State Zip -14 Phone p -'� (� � �e•M�it �y 5)-s-3,3 E-Mail or Fax# (Optional) Contractor Information: Company Name: �& . Rjvli.¢d Qualifying Agent: Address:- X 5- I Z r bne� City � i_ State —L Zip 2Z3 Office Phone 3!{qJob Site/Contact Number 31-f'1-Z,Zg3 Cert , Fax# State Certification/Registration# 12181c- 1,3r;9110 Architect Name& Phone# Engineer's Name& Phone# a Fee Simple Title Holder Name and Ad ess Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commencedprior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes rnr!l and void if work is not commenced within six(6)months, or if construction�r work is suspended or abandoned for a_penod of six16)months at anv time after work is commenced. I understand that separate permits must be secured or Electrical Work,Plumbing,Signs, Wells, Pools, Furnaces, Boilers, Healers. Tanks and Air Conditioners,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereby certify that 1 have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether sped ied herein or not. The granting of a permit does not presume tove authority to or cancel the provisions of any ot4erjedera s te, or local law regulating construction or the performance of construction. Si nature of Ow Signature of Contrac Print Name .......1..-..�".. . ..�... r ......................... Print Name ......... . ............... Sworn. and s''bscribed efor me Sworn t d subscribed for me this Day 20 t 's` D 20 M Not u lC SHIRLEY L.GRAHAM PK L GRAHAM =n; My;IMMISSION#DD 957760 MY ISSION#DD 957760 1_W%.K Son EXPIRES:February 14 2014 =` EX February 2q 1.26.10 p aed Thru Notary Public Undervrrlters "y,.` Bonded Thru Notary PUD(i'lc bb d��rr44 i DO NOT WRITE BELOW- OFFICE USE ONLY �plicable Codes: 2007 F'lo"i a Building Co w 2009 Revisions eview Result (circle one): pproved Disapproved Approved ver/ Conditions eview Initials/Date: r 9 -C20-/ 2_ levelopment Size Cabitable Space d) a Non-Habitable mpervious area LadonJDCA/DBI'1_$$ disceflaneous In.foirmation )ccupancy Group ype of. Constructio.43 `(3 Number of Stories d,. 7onin.g District r` -- ; ,\Iax, Occupancy Load ire Sprinklers Required Hood Zone A/A Conditions/Comments: NOTICE OF COMMENCEMENT State of Tax Folio No. County of To Whom It May Concem: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: &•+tS 3 4- 7 Address of property being improved: _]%G �41- , � ,• f;° ✓1ijG �i � 2?3, General description of improvements: /l/z.J Owner: :Eegl eta I�i urs I,� /J�'�r�✓ Address: �� c l �_-`; -cry 4 mom`;co Owner's interest in site of the improvement: A� _ ;;Y.,pl a 0030 <>c O z C a m Fee Simple Titleholder(if other than owner): C1. a) z �rnn Name: w N w Contractor: l�(t� �� ;�,�v,;,, o X,�(0 o ;r,r) p Address: !Z5�r t.v i� J r-L 3-233 X 0' W y Telephone No.: fbil Zisc>.3 Fax No: Surety(if any) 4-11A 0- � e -o Address: Amount of Bond S Telephone No: Fax No: o < D Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within'the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: 11 � Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one(1)year from the date of recording unless a different date is specified): T1E€LS Si SPACE FOR RECORDER'S USE ONLY OWNER �ed i i (.. � ,��-z,�.._.�__ — Date: � -IL,) -12— .. 6-,Beforb'me this day of in the County of Duval,State Of Florida,has personally appeared Notary Public at Large,State of Florida,County of Duval. :..., ,. _ ission expires:.... ._:. -ln�cY L.(;Rpl{eJrson y Known: ' or �r MISSION 9 DD duc Iden�fiCcat' n: r1Rt5:February 14,2014 i i hru Notary Public undervailers _ � C �w _ City of Atlantic Beach APPLICATION NUMBER 800 Seminole Road Building Department (ro be assigned by the Building DeImmnem.) Atlantic Beach,Florida 32233-5445 - (p Phone(904)247-5828 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: �-- City web-site: http:/Av w.coab.us APPLICATION REVIEW AND TRACKING FORM -15 / Properly Address: ent review uired Y No Applicant: fi Planning &Zonin ree minis or Project: w rnC, ubiic Works u tic ttiities u i Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B � Florida Dept.of Environmental Protection �g� Florida Dept.of Transportation /� , 3 St.Johns River Water Management District [/� Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: M () C 7 I BUILDING ' PLANNING&ZONING Reviewed by: Date: 6 TREE ADMIN. Second Review: []Approved as revised. []De - . PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: WSW 07/27/10 City of Atlantic Beach APPLICATION NUMBER Building Department (fo be assigned by the Buil AO& 800 Seminole Road n9�parirrrent.) Atlantic Beach. Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date nested: Z- City web-site: M1P!/A rw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: t �' L� � ! ctment review wired Yes No Applicant: Plannnin := & In ree AdMiffiftlator Project: ublic Works j u tic till-,69` u i afetyi- Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Flo ida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: EApoproved. ❑Denied. (Circle one.) Comments: BUILDING P ING i�ZONIN Reviewed by: 9xko,-, ��, Date: ©(0i 20/ TREE ADMIN. Second Review: []Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. []Denied. Comments: Reviewed by: Date: Revised 07127110 City of Atlantic Beach z, APPLICATION NUMBER Building Department 800 Seminole Road C' (To be assigned by the Budding Department.) Atlantic Beech, Florida 32233-54, W ` Phone(904)247-SM • Fax(W#?A7-58W/,,V ` E-mail: building-dept@coab.us F'tQ� Date routed; /f /Z-- City:web-site: http:/Avww.a*ab.us APPLICATION REVIEW A RACKING FORM Property Address: e rtment review uirad Yes No t7blic Applicant: l� �� f s oning Project: /V GJ ,r r, Firexires �p Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: lpproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by Date: , r TREE IN. Second Review: ❑Approved as revised. []Denied. P C me UB IC UTILITI /2 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 CITY OF ATLANTIC BEACH Nk PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date:(0`22-/Z Project Address: 310 (o4+1 ST- No. jNo. of Units: Commercial Residential_�Multi-Family New Water Tap(s) & Meter(s)—LsN As1-- Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer ij Name: (�C , Applicant Address: City: Atlantic Beach State: Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# �� —7 5-6e Water System Development Charge $ � ' Sewer System Development Charge $ Au' "'I . Water Meter Only $ —A� Water Meter Tap $ Sewer Tap $ (notes) Cross Connection $ /70 spce ' .. Other $ TOTAL $ APPROVED: (Utility Director or Aut zed Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building oepaftw.) 800 Seminole Road (247-540 'w'(�'�i Atlantic Beach, Florida 32233-544 ' ` Phone(904)247-5826 - Fax(90E-mail: building-dept@coab.us ZO�Z Date routed: Z-- City web-site: httpJAu w.awb.us APPLICATION REVIEW AN CKING FORM Al Property Address: = / �' 7')vr � Q rtment review wired Yes No ./ Vlanning&Z ._.. __.. Applicant: 1� � / 7�d` S oning ministrator Project: A4 � J ,, r, orks u tic ti hies u i �^^ Fire Services Vw Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Cores of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS n Reviewing Department First Review: L[YlApproved. ❑Denied. C/!� (Circle one.) Comments: ��CCCC '�I ,� p �✓,� !�"*'0'� BUILDING PLANNING&ZONING Reviewed by: DateJ -, Z TREE ADMIN. Second Review: ❑Approved as revised. ]Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: per: Revised 07/27/10 LAJ 6 x ° U ° .o 40, w o ago � ami •� � 4. CJ U 42 io z! U ;G o � o _ CLO -.0 v e 0 ~ c W cn 0 = 0 IZA 10 ciw on =., LG t dzs Az o QI dw 0. 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Q N(Q m 3 to �p g N "o ID 3 DQ mRf m moo � Qm Q (Q Q (D Q ro Q o (° a o (D ° m° +�++fi�rr ° 0 3 <^ (D (MG. 3 C l< 0 ........ ..........................................-.........................................................................._._................................_...... I 3 EFI FLCOPY rcrerr�:�ra++rr^, aR��'J1a,. , . Residential System Sizing Calculation Summary Kim &Jeff Nelson Project Title: 31 OA 6th Street Nelson Res Cabana Atlantic Beach, FL 32233-0000 5/29/2012 Location for weather data: Jacksonville, FL -Defaults: Latitude(30.5) Altitude(30 ft.) Temp Range(M) Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 5 r. Winter design temperature(MJ8 99%) 32 F Summer design temperature(MJ8 99%) 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 18 F Total heating load calculation 10234 Btuh Total cooling load calculation 5278 Btuh Submitted heating capacity %of calc Btuh Submitted cooling capacity %of calc Btuh Total(Electric Heat Pump) 97.7 10000 Sensible(SHR=0.75) 113.3 4500 Heat Pump+Auxiliary(O.OkW) 97.7 10000 Latent 114.7 1500 Total Electric Heat Pum 113.7 6000 WINTER CALCULATIONS Winter Heatin Load for 505sqft) [x,ctit��,l weworrs(^%) Load component Load Window total 33 sqft 444 Btuh Wall total 764 sqft 2244 Btuh i Door total 39 sqft 677 Btuh �" ' Ceiling total 505 sqft 918 Btuh Floor total 505 sqft 4296 Btuh Infiltration 22 cfrn 938 Btuh ~ Duct loss 716 Btuh \ Subtotal 10234 Btuh Ventilation 0 cfm 0 Btuh Fl—"(42%)-_ J TOTAL HEAT LOSS 10234 Btuh SUMMER CALCULATIONS Summer Coolin Load for 505 ft Load component Load Window total 33 sqft 420 Btuh Wall total 764 sqft 1185 Btuh Door total 39 sqft 517 Btuh Ceiling total 505 sqft 701 Btuh Floor total 0 Btuh Infiltration 22 cfm 445 Btuh oUst+s%i l/ CeMngs(l Internal gain 230 Btuh ` Duct gain 473 Btuh Sens.Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 3970 Btuh (L ) Latent gain(ducts) 298 Btuh r.rVta^%, Latent gain(infiltration) 809 Btuh Latent gain(ventilation) 0 Btuh —' Doors('1 O%J Latent gain(intemal/occupants/other) 200 Btuh Total latent gain 1307 Btuh TOTAL HEAT GAIN 1 5278 Btuh �r.g—err.nanr D. En"gycauge®system songTimothy D. a.Tenor ro o,b,,, 8Th Edition PREPARED BY: 'us.o-us HFM � ti�hw,907A3,56n DATE: o. �n,z.�2ao,:,3:56- EnergyGauge®t USRRZB v3.0 Residential Window Diversity MidSummer Kim &Jeff Nelson Project Title: 310A 6th Street Nelson Res Cabana Atlantic Beach, FL 32233-0000 5/29/2012 Weather data for: Jacksonville -Defaults Summer design temperature 93 F Average window load for July 237 Btuh Cooling setpoint 75 F Peak window load for July 284 Btuh Summer temperature difference 18 F Excusion limit(130%of Ave.) 308 Btuh Latitude 30.5 North 1 Window excursion(Jul ) None WINDOW Average and Peak Loads 500.00 t 0 0 J 3: Limit for excursion 0 C S 12 hour Average 0.00 8 a.m. 10 12 2 p.m. 4 p.m. 6 P.M. 8 p.m. a.m. Total July Window Load(Radiation and conduction) The midsummer window load for this house does not exceed the window load excursion limit. This house has adequate midsummer window diversity. EnergyGauge@ System Sizing for Florida residences only PREPARED BY: DATE: EnergyGauge®/USRRZB 0.0 Residential Window Diversity October Kim &Jeff Nelson Project Title: 310A 6th Street Nelson Res Cabana Atlantic Beach, FL 32233-0000 5/29/2012 Weather data for: Jacksonville -Defaults Summer design temperature 93 F Average window load for October 167 Btuh Cooling setpoint 75 F Peak window load for October 208 Btuh Summer temperature difference 18 F Excusion limit(130%of Ave.) 217 Btuh Latitude 30.5 North 1 Window excursion(October) None WINDOW Average and Peak Loads 500.00 L 0 O CLimit for excursion 12 hour Average 0.00 8 a.m. 10 12 2 p.m. 4 p.m. 8 p.m. 8 p.m. a.m. Total October Window Load(Radiation and conduction) The October window load for this house does not exceed the window load excursion limit. This house has adequate October window diversity. EnergyGauge®System Sizing for Florida residences only PREPARED BY: DATE: EnergyGauge@/USRRZB v3.0 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Kim &Jeff Nelson Project Title: 310A 6th Street Nelson Res Cabana Atlantic Beach, FL 32233-0000 Building Type:User 5/29/2012 Reference City:Jacksonville, FL (Defaults) Winter Temperature Difference: 38.0 F(MJ8 99%) Component Loads for Room#1: Main Window Panes/Type Frame U Orientation Areas X HTM= Load 1 2, NFRC 0.30 Vinyl 0.35 N 9.4 13.3 125 Btuh 2 2, NFRC 0.30 Vinyl 0.35 N 24.0 13.3 319 Btuh Window Total 33.4 s ft 444 Btuh Walls Type Omt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame-Wood -Adj (0.077) 19.0/0.0 104 2.94 306 Btuh 2 Frame-Wood -Ext (0.077) 19.0/0.0 229 2.94 672 Btuh 3 Frame-Wood -Ext (0.077) 19.0/0.0 32 2.94 94 Btuh 4 Frame-Wood -Ext (0.077) 19.0/0.0 282 2.94 829 Btuh 5 Frame-Wood -Ext (0.077) 19.0/0.0 117 2.94 343 Btuh Wail Total 764 s ft 2244 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated-Exterior, n (0.460) 20 17.5 350 Btuh 2 Insulated-Exterior, n (0.460) 19 17.5 328 Btuh Door Total 39 s ft 6776tuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Unvent Attic/D/Shing (0.048) 1.0/19.0 505 1.8 918 Btuh Ceilinq Total 505 s ft 9186tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 95.8 ft(perim.) 44.8 4296 Btuh Floor Total 505 sqft 4296 Btuh Room Envelope Subtotal: 8579 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.30 4495 1.00 22.5 938 Btuh Duct load Average sealed,Supply(R6.0-Attic),Retum(R6.0-Cond.) (DLM of 0.075) 716 Btuh Room#1 Sensible Room Subtotal 10234 Btuh EnergyGauge®/USRRZB v3.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Kim &Jeff Nelson Project Title: 310A 6th Street Nelson Res Cabana Atlantic Beach, FL 32233-0000 Building Type: User 5/29/2012 HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 10234 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 10234 Btu" 1EQUIPMENT 1. Electric Heat Pump # 10000 Btuh Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear or Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManualJ Heat Transfer Multiplier) Version 8 EnergyGauge®/USRRZB v3.0 Page 2 Kim &Jeff Nelson Project Title: 310A 6th Street Nelson Res Cabana Atlantic Beach, FL 32233-0000 5/29/2012 Reference City:Jacksonville, FL Temperature Difference: 18.OF(MJ8 99%) Humidity difference: 53gr. Component Loads for Room#1: Main Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len H Gross Shaded Unshadec Shaded Unshaded 1 2 NFRC 0.30,0.35 No No N 1.5ft 1.0tt 9.4 0.0 9.4 13 13 118 Btuh 2 2 NFRC 0.30,0.35 No No N 1.5ft 3.Oft 24.0 0.0 24.0 13 13 302 Btuh _ Window Total 33(sqft) 420 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Frame-Wood-Adi 0.08 19.010.0 104.3 1.4 145 Btuh 2 Frame-Wood-Ext 0.08 19.0/0.0 228.8 1.6 361 Btuh 3 Frame-Wood-Ext 0.08 19.0/0.0 32.1 1.6 51 Btuh 4 Frame-Wood-Ext 0.08 19.0/0.0 282.2 1.6 445 Btuh 5 Frame-Wood-Ext 0.08 19.0/0.0 116.9 1.6 184 Btuh Wall Total 764(sqft) 1185 Btuh Doors Type Area(sqft) HTM Load 1 Insulated-Exterior 20.0 13.3 267 Btuh 2 Insulated-Exterior 18.8 13.3 250 Btuh Door Total _ 39(sqft) 517 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Unvented Attic/DarkShingle 0.048 1.0/19.0 505.0 1.39 701 Btuh Ceiling Total 505(sqft) 701 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 505(ft-perimeter) 0.0 0 Btuh Floor Total 505.0(sqft) 0 Btuh Zone Envelope Subtotal: 2823 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.30 4495 1.00 22.5 445 Btuh Internal Occupants Btuh/occupant Appliance Load gain 1 X 230 + 0 230 Btuh Sensible Envelope Load: 3497 Btuh Duct load Average sealed,Supply(R6.0-Attic),Retum(R6.0-Cond.) (DGM of 0.135) 473 Btuh Sensible Zone Load 3970 Btuh EnergyGauge®/USRRZB v3.0 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Kim &Jeff Nelson Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT 310A 6th Street Nelson Res Cabana Atlantic Beach, FL 32233-0000 5/29/2012 EnergyGauge®/USRRZB v3.0 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Kim &Jeff Nelson Project Title: Climate:FL_JACKSONVILLE INTL ARPT 310A 6th Street Nelson Res Cabana Atlantic Beach, FL 32233-0000 5/29/2012 LWHOLIEHOJSEOTALS Sensible Envelope Load All Zones 3497 Btuh Sensible Duct Load 473 Btuh Total Sensible Zone Loads 3970 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 3970 Btuh Totals for Cooling Latent infiltration gain(for 53 gr. humidity difference) 809 Btuh Latent ventilation gain 0 Btuh Latent duct gain 298 Btuh Latent occupant gain (1.0 people @ 200 Btuh per person) 200 Btuh Latent other gain 0 Btuh Latent total gain 1307 Btuh TOTAL GAIN 5278 Btuh EQUIPMENT 1.Central Unit # 6000 Btuh 'Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No),Blinds(B),Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assure medium weave,half closed For Roller shades:Assume translucent,half closed (IS-Insect screen:none(N),Full(F)or Hatf(%)) (Omt-compass orientation) Version 8 EnergyGauge®/USRRZB v3.0 Page 3 FORM 405-10 �ev t jlov�,& FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Nelson Res Cabana Builder Name: Elite Homes Inc. Street: 310A 6th Street Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL,322334)000 Permit Number: Owner: Kim&Jeff Nelson Jurisdiction: 261100 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(836.4 sgft.) Insulation Area 2. Single family or multiple family Single-family a-Frame-Wood,Exterior R=19.0 732.08 ft2 b.Frame-Wood,Adjacent R=19.0 104.27 ft2 3. Number of units,if multiple farnily 1 c N/A R= ft2 4. Number of Bedrooms 1 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (505.0 sgft.) Insulation Area a_Roof Deck(Unvented) R=19.0 505.00 ft2 6. Conditioned floor area above grade(ft2) 505 b.N/A R= ft2 Conditioned floor area below grade(W) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(33.4 sqft.) Description Area a.Sup:Attic,Ret:RoomslnBlockl,AH:RoomslnBlo 6 101 a. U-Factor: Dbl,U=0.35 33.39 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12.Coding systems kBtulhr Efficiency SHGC: a.Central Unit 12.0 SEER:13.00 c. U-Factor. N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 12.0 HSPF:8.00 SHGC: Area Weighted Average Overhang Depth: 1.500 ft. Area Weighted Average SHGC: 0.300 14.Hot water systems 8. Floor Types (505.0 sgft.) Insulation Area a.Propane Tanktess Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 505.00 ft2EF:0.590 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits None Glass/Floor Area: 0.066 Total Proposed Modified Loads: 11.70 pggS Total Standard Reference Loads: 18.15 I hereby certify that the plans and specifications covered by Review of the plans and t �ttt 5 f,1 this calculation are in compliance with the Florida Energy specifications covered by this }��0 f�p Code. calculation indicates compliance Timoth DDN:k:N=rmoftD.Gwda ,c= �/ . us,o=USA HERS with the Florida Energy Code. PREPARED BY: Gardner _ *MMdallint- a"" Before construction is completed DATE: -- ° 2012.05.290739,02-041W this building will be inspected for compliance with Section 553.908 �, r I hereby certify that this building,as designed,is in compliance Florida Statutes. i f with the Florida Energy Code. OWNER/AGENT:- BUILDING OFFICIAL: DATE: - DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist FILE COPY 5/29/2012 7:31 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Nelson Res Cabana Bedrooms: 1 Address Type: Street Address Building Type: FLProp2010 Conditioned Area: 505 Lot# Owner: Kim&Jeff Nelson Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Elite Homes Inc. Rotate Angle: 0 Street: 310A 6th Street Permit Office: Atlantic Beach Cross Ventilation: County. Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233-0000 New/Eiasting: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT — 2 — 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 505 4494.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomsinBk)ckl 505 4494.5 No 1 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio RoomsinBtocki 95.8 ft 0 505 if _e 1 0 0 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Calor Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 565 ft2 0 ft2 Dark 0.96 No 0.9 No 19 26.6 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 505 ft2 N N CEILING # Ceiling Type Space R-ValueArea Framing Frac Truss Type 1 Under Attic(Unvented) RoomslnBlockl 1 505 ft2 0.11 Wood 5/29/2012 7:31 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Th Wall Type Space RAfahka —Ft_ In F2 In Area R-Value Fnyftin AhArw Gradp,% 1 N Garage Frame-Wood RoomsInBloc 19 11 11 8 9 104.2708 0.23 0.01 0 2 N Exterior Frame-Wood RoomslnBloc 19 32 3 8 9 282.1875 0.23 0.5 0 3 E Exterior Frame-Wood RoomsInSloc 19 3 8 8 9 32.08333 0.23 0.5 0 4 S Exterior Frame-Wood RoomslnBloc 19 32 3 8 9 282.1875 0.23 0.5 0 5 W Exterior Frame-Wood RoomslnBloc 19 15 6 8 9 135.625 ft 0.23 0.5 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N=>W Insulated RoomslnBloc None 0.460000 2 6 8 20 ftZ 2 W=>S Insulated RoomslnBloc None 0.460000 2 6 8 18.75 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N=>W 2 Vinyl Low-E Double Yes 0.35 0.3 N 9.388889 1 ft 6 in 1 ft 0 in HERS 2006 None 2 N=>W 2 Vinyl Low-E Double Yes 0.35 0.3 N 24 fta 1 ft 6 in 3 ft 0 in HERS 2006 None GARAGE # Fkxx Area Ceiling Area Exposed Wail Perimeter Avg.Wall Height Exposed Wall Insulation 1 55 ftz 55 ftZ 22 ft 8.9 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 476.86 26.179 49.233 0.2771 6.3659 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8 12 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:13 12 kBtu/tr 360 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tanldess Garage 0.5428 1 gal 40 gal 120 deg None 5/29/2012 7:31 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None --- - ----- — ft2 DUCTS —Supply— —Return— Air Percent HVAC# V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 101 ft2 RoomslnBloc 25.25 ft DSE=0.88 RoomslnBl 0.0 cfm 0.00% 0.00 0.60 1 1 TEMPERATURES Programable Thermostat:None Ceiling Fans: Cooling [XJ Jan Feb Mar Apr (X]Ma [X]Jun [[X]Jul A Se Oct Nov [[XX]]Dec Heating [ ]X Jan Feb Mar Apr [ ]X May [X)Jun EXJ Jul Aug Sep Oct Nov [X)Dec Venting [[XXJJ Jan Feb Mar Apr [[XXJJ Ma [[XX��Jun XXJJ Jul Au Se Oct Nov [11 Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 5/29/2012 7:31 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 { FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whale Building Performance Method ADDRESS: 310A 6th Street PERMIT#: Atlantic Beach, FL, 32233-0000 MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked,gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors=0.30 dm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system.Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or dearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to=R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics,crawlspaces,garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pod pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds.Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency--78% (82%after 4/16113). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion coding or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/29/2012 7:31 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1111111111110 ESTIMATED ENERGY PERFORMANCE INDEX* = 64 The lower the EnergyPerformance Index, the more efficient the home. 310A 6th Street, Atlantic Beach, FL, 32233-0000 1. New construction or existing New(From Pians) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 732.08 ft' b.Frame-Wood,Adjacent R=19.0 104.27 ft' 3. Number of units,if multiple family 1 c.N/A R= ft' 4. Number of Bedrooms 1 d.N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Roof Deck(Unvented) R=19.0 505.00 ft' 6. Conditioned floor area(ft2) 505 b.N/A R= ft' 7. Windows" Description Area c.N/A R= ft' a. U-Factor: Dbl,U=0.35 33.39 ft' 11.Ducts R ft' SHGC: SHGC=0.30 a.Sup:Attic,Ret:RoomslnBlockl,AH:RoomslnBlo 6 101 b. U-Factor: N/A ft' SHGC: 12.Coding systems kBtu/hr Efficiency c. U-Factor. N/A ft' a.Central Unit 12.0 SEER:13.00 SHGC: d. N/A ft' SHGC: 13.Heating systems kBtu/hr Efficiency SHGC: Area Weighted Average Overhang Depth: 1.500 ft. a.Electric Heat Pump 12.0 HSPF:8.00 Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14.Hot water systems Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 505.00 ft' a.Proper EF: b.N/A R= ft' 0.54 c.N/A R= ft' b. Conservation features None 15.Credits None 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) n� cill 5f 1 � in this home before final inspection. Otherwise,a new EPL Display Card will be completed 4r based on installed Code compliant features. Builder Signature: Date: 4 �s` Address of New Home: City/FL Zip: 'Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code,Energy Conservation, contact the Florida Building Commission's support staff. "Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software kwr..�+r...ar.r�yr. yy� .Nil,'ie�pp�p FILE Residential System Sizing Calcu Summary Kim &Jeff Nelson Project Title: 310 6th Street Nelson Residence Atlantic Beach, FL 32233-0000 5/29/2012 Location for weather data: Jacksonville, FL -Defaults: Latitude(30.5) Altitude(30 ft.) Temp Range(M) Humidit data: Interior RH 50% Outdoor wet bulb 77F Humidity differen 5 r. Winter design temperature(MJ8 99%) 32 F Summer design temperature(MJ8 99%) 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 18 F Total heating load calculation 55550 Btuh Total cooling load calculation 53258 Btuh Submitted heating capacity %of calc Btuh Submitted cooling capacity %of calc Btuh Total(Electric Heat Pump) 108.0 60000 Sensible(SHR=0.73) 109.4 43800 Heat Pump+Auxiliary(O.OkW) 108.0 60000 Latent 122.4 16200 Total Electric Heat Pum 112.7 60000 WINTER CALCULATIONS Winter Heatin Load for 5215 sqft) Load component Load °-1�0 "%' '"'"'d°'"sc"%' Window total 564 sqft 7501 Btuh I Wall total 3704 sqft 10877 Btuh r Door total 64 sqft 1115 Btuh 1 Ceiling total 3630 sqft 4730 Btuh Floor total See detail report 12676 Btuh Infiltration 267 cfm 11147 Btuh Duct loss 7505 Btuhzcp%' Subtotal 55550 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 1 55550 Btuh I SUMMER CALCULATIONS Summer Cooling Load for 5215 sqft) Load component Load Window total 564 sqft 10012 Btuh Wall total 3704 sqft 5761 Btuh Door total 64 sqft 851 Btuh Ceiling total 3630 sqft 6596 Btuh U$ft ) Floor total 348 Btuh Infiltration 267 cfm 5280 Btuh 6ucis(24%) Internal gain 1150 Btuh Duct gain 10027 Btuh Sens.Ventilation 0 cfm 0 Btuh cewo-02%) Blower Load 0 Btuh VIII Total sensible gain 40026 Btuh Latent gain(ducts) 2621 Btuh Latent gain(infiltration) 9611 Btuh Latent gain(ventilation) 0 Btuh ""`28%'~' — o ' Latent gain(intemal/occupants/other) 1000 Btuh Total latent gain 13233 Btuh TOTAL HEAT GAIN 53258 Btuh D-4WEy7- D EnergyGauge®System Sizing Timothy D. orr cusCN ty o.G—... Nrns : 8th Edition PREPARED BY: Gardner DATE: �e me�ar w we aowmero Dale:zoiz.os.ze m:3sso. v EnergyGauge®/USRRZB v3.0 Residential Window Diversity MidSummer Kim&Jeff Nelson Project Title: 310 6th Street Nelson Residence Atlantic Beach, FL 32233-0000 5/29/2012 Weather data for: Jacksonville -Defaults Summer design temperature 93 F Average window load for July 3958 Btuh Cooling setpoint 75 F Peak window load for July 4903 Btuh Summer temperature difference 18 F Excusion limit(130%of Ave.) 5145 Btuh Latitude 30.5 North I Window excursion Jul ) None WINDOW Average and Peak Loads Limit for excursion 5000.00 4000.00 12 Hour Average L 3000.00- 0 0 2000.00 1000.00 0.00 8 a.m. 10 12 2 p.m. 4 p.m. 6 p.m. 8 P.M. a.m. Total July Window Load(Radiation and conduction) The midsummer window load for this house does not exceed the window load excursion limit. This house has adequate midsummer window diversity. EnergyGauge®System Sizing for Florida residences only PREPARED BY: DATE: -".v EnergyGauge®/USRRZB 0.0 Residential Window Diversity October Kim &Jeff Nelson Project Title: 310 6th Street Nelson Residence Atlantic Beach, FL 32233-0000 5/29/2012 Weather data for: Jacksonville -Defaults Summer design temperature 93 F Average window load for October 4555 Btuh Cooling setpoint 75 F Peak window load for October 5950 Btuh Summer temperature difference 18 F Excusion limit(130%of Ave.) 5922 Btuh Latitude 30.5 North 1 Window excursion (October) 28 Btuh WINDOW Average and Peak Loads 6000.00 Limit for excursion 5000.00 12 Hour Average 3 4000.00 0 -J 3000.00 0 C 2000.00. 1000.00- 0.00 $a.m. 10 12 2 p.m. 4 p.m. 6 p.m. 8 p.m. a.m. Total October Window Load(Radiation and conduction) Warning:This application has glass areas that produce relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms.A zoned system may be required or some rooms may require zone control. EnergyGauge@ System Sizing for Florida residences only PREPARED BY: DATE: 44 EnergyGauge@/USRRZB 0.0 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Kim &Jeff Nelson Project Title: 310 6th Street Nelson Residence Atlantic Beach, FL 32233-0000 Building Type: User 5/29/2012 Reference City:Jacksonville, FL (Defaults) Winter Temperature Difference: 38.0 F(MJ8 99%) Component Loads for Room#1: 1st Floor Window Panes/Type Frame U Orientation Areas X HTM= Load 1 2, NFRC 0.30 TIM 0.35 N 31.1 13.3 414 Btuh 2 2, NFRC 0.30 TIM 0.35 N 49.0 13.3 652 Btuh 3 2, NFRC 0.30 TIM 0.35 N 56.7 13.3 754 Btuh 4 2, NFRC 0.30 TIM 0.35 E 15.6 13.3 208 Btuh 5 2, NFRC 0.30 TIM 0.35 E 15.6 13.3 207 Btuh 6 2, NFRC 0.30 TIM 0.35 S 23.3 13.3 310 Btuh 7 2, NFRC 0.30 TIM 0.35 S 15.6 13.3 207 Btuh 8 2, NFRC 0.30 TIM 0.35 S 42.0 13.3 559 Btuh 9 2, NFRC 0.30 TIM 0.35 S 56.0 13.3 745 Btuh 10 2, NFRC 0.30 TIM 0.35 S 28.0 13.3 372 Btuh 11 2, NFRC 0.30 TIM 0.35 W 14.0 13.3 186 Btuh 12 2, NFRC 0.30 TIM 0.35 W 45.0 13.3 598 Btuh 13 2, NFRC 0.30 TIM 0.35 W 4.5 13.3 60 Btuh Window Total 396.3 ft 5271 Btuh Walls Type Omt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame-Wood -Adj (0.077) 19.0/0.0 422 2.94 1240 Btuh 2 Frame-Wood -Ext (0.077) 19.0/0.0 217 2.94 637 Btuh 3 Frame-Wood -Ext (0.077) 19.0/0.0 205 2.94 602 Btuh 4 Frame-Wood -Ext (0.077) 19.0/0.0 219 2.94 643 Btuh 5 Frame-Wood -Ext (0.077) 19.0/0.0 364 2.94 1069 Btuh 6 Frame-Wood -Ext (0.077) 19.0/0.0 160 2.94 469 Btuh 7 Frame-Wood -Ext (0.077) 19.0/0.0 56 2.94 164 Btuh 8 Frame-Wood -Ext (0.077) 19.0/0.0 471 2.94 1382 Btuh Wall Total 2113 s ft 6205 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated-Garage, n (0.460) 18 17.5 311 Btuh 2 Insulated-Exterior, n (0.460) 28 17.5 489 Btuh 3 Insulated-Exterior, n (0.460) 18 17.5 315 Btuh Door Total 64 s ft 11156tuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 2 Vented Attic/D/Shing (0.032) 30.010.0 1015 1.2 1228 Btuh Ceiling Total 1015 s 12286tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 260.0 ft(perim.) 44.8 11658 Btuh Floor Total 3115 s ft 11658 Btuh Room Envelope Subtotal: 25478 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.32 31150 0.57 152.3 6360 Btuh EnergyGauge®/USRRZB v3.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Kim&Jeff Nelson Project Title: 310 6th Street Nelson Residence Atlantic Beach, FL 32233-0000 Building Type: User 5/29/2012 Duct load Average sealed,Supply(R6.0-Cond.),Retum(R6.O-Cond.) (DLM of 0.000) 0 Btuh Room#1 Sensible Room Subtotal 31838 Btuh Component Loads for Room#2: 2nd Floor Window Panes/Type Frame U Orientation Areas X HTM= Load 14 2, NFRC 0.30 TIM 0.35 N 23.3 13.3 310 Btuh 15 2, NFRC 0.30 TIM 0.35 N 35.0 13.3 466 Btuh 16 2, NFRC 0.30 TIM 0.35 N 23.3 13.3 310 Btuh 17 2, NFRC 0.30 TIM 0.35 N 4.0 13.3 53 Btuh 18 2, NFRC 0.30 TIM 0.35 E 23.3 13.3 310 Btuh 19 2, NFRC 0.30 TIM 0.35 S 23.3 13.3 310 Btuh 20 2, NFRC 0.30 TIM 0.35 S 12.0 13.3 160 Btuh 21 2, NFRC 0.30 TIM 0.35 W 23.3 13.3 310 Btuh Window Total 167.7 ft 2230 Btuh Walls Type Omt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 9 Frame-Wood -Ext (0.077) 19.0/0.0 627 2.94 1841 Btuh 10 Frame-Wood -Ext (0.077) 19.0/0.0 307 2.94 900 Btuh 11 Frame-Wood -Ext (0.077) 19.0/0.0 349 2.94 1024 Btuh 12 Frame-Wood -Ext (0.077) 19.0/0.0 309 2.94 906 Btuh Wall Total 1591 s 4672 Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/D/Shing (0.032) 30.0/0.0 2100 1.2 2541 Btuh 3 Knee Wall/D/Shing (0.049) 19.0/0.0 515 1.9 960 Btuh Ceiling Total 2615 s 3501 Btuh Floors Type Ueff. R-Value Size X HTM= Load 2 Raised Wood-Adj (0.050) 19.0 534.0 sgft 1.9 1018 Btuh 3 Interior (0.050) 0.0 1566.0 sgft 0.0 0 Btuh Floor Total 2100 1018 Btuh Room Envelope Subtotal: 11420 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.32 18900 0.43 114.6 4788 Btuh Duct load Average sealed,Supply(R6.0-Attic),Retum(R6A-Attic) (DLM of 0.463) 7505 Btuh Room#2 Sensible Room Subtotal 23713 Btuh EnergyGauge®/USRRZB v3.0 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) Kim &Jeff Nelson Project Title: 310 6th Street Nelson Residence Atlantic Beach, FL 32233-0000 Building Type: User 5/29/2012 SYSTEM GROUPS(BLOCK LOADS) Heating Loads For System(s):1 Block load 31838 Btuh Serving Rooms: 1 Heating Loads For System(s):2 Block load 23713 Btuh Serving Rooms: 2 OLE HOUSE TOTALS Subtotal Sensible Heat Loss 55550 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 55550 Btuh EQUIPMENT 1. Electric Heat Pump # 36000 Btuh 2. Electric Heat Pump # 24000 Btuh Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear'or'Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManualJ Heat Transfer Multiplier) a: Version 8 EnergyGauge®/USRRZB v3.0 Page 3 Kim &Jeff Nelson Project Title: 310 6th Street Nelson Residence Atlantic Beach, FL 32233-0000 5/29/2012 Reference City:Jacksonville, FL Temperature Difference: 18.OF(MJ8 99%) Humidity difference: 53gr. Component Loads for Room#1: 1st Floor Type' Overhang Window Area(sgft) HTM Load WindoT21NFRC anes SHGC U InSh IS Omt Len Hqt Gross Shaded Unshade Shaded Unshaded _ 1 0.30,0.35 No No N 2.011 2.711 31.1 _0.0 31.1 13 13 391 Btuh 2 2 NFRC 0.30,0.35 No No N 2.Oft 1.3ft 49.0 0.0 49.0 13 13 616 Btuh 3 2 NFRC 0.30,0.35 No No N 9.3ft 2.5ft 56.7 0.0 56.7 13 13 712 Btuh 4 2 NFRC 0.30,0.35 No No E 2.011 1.3ft 15.6 1.0 14.6 13 35 526 Btuh 5 2 NFRC 0.30,0.35 No No E 2.Oft 12.7f 15.6 0.0 15.6 13 35 547 Btuh 6 2 NFRC 0.30,0.35 No No S 2.Oft 2.Oft 23.3 23.3 0.0 13 15 293 Btuh 7 2 NFRC 0.30,0.35 No No S 2.Oft 22.21' 15.6 0.0 15.6 13 15 237 Btuh 8 2 NFRC 0.30,0.35 No No S 2.Oft 2.Oft 42.0 42.0 0.0 13 15 528 Btuh 9 2 NFRC 0.30,0.35 No No S 15.Of 2.011 56.0 56.0 0.0 13 15 704 Btuh 10 2 NFRC 0.30,0.35 No No S 15.01' 2.5ft 28.0 28.0 0.0 13 15 352 Btuh 11 2 NFRC 0.30,0.35 No No W 26.01' 2.Oft 14.0 14.0 0.0 13 35 176 Btuh 12 2 NFRC 0.30,0.35 No No W 2.0ft 15.7f 45.0 0.0 45.0 13 35 1582 Btuh 13 2 NFRC 0.30,0.35 No No W 2.011 2.Oft 4.5 0.0 4.5 13 35 158 Btuh Window Total _ 396(sq_ft) _ 6822 Btuh Walls Type U-Value R-Value Area(sgft) HTM Load Cav/Sheath 1 Frame-Wood-Adj 0.08 19.0/0.0 422.2 1.4 587 Btuh 2 Frame-Wood-Ext 0.08 19.010.0 216.9 1.6 342 Btuh 3 Frame-Wood-Ext 0.08 19.0/0.0 205.0 1.6 323 Btuh 4 Frame-Wood-Ext 0.08 19.0/0.0 218.8 1.6 345 Btuh 5 Frame-Wood-Ext 0.08 19.0/0.0 364.1 1.6 574 Btuh 6 Frame-Wood-Ext 0.08 19.0/0.0 159.7 1.6 252 Btuh 7 Frame-Wood-Ext 0.08 19.0/0.0 56.0 1.6 88 Btuh 8 Frame-Wood-Ext 0.08 19.010.0 470.5 1.6 742 Btuh Wall Total _ 2113(sgft) 3253 Btuh Doors Type Area(sgft) HTM Load 1 Insulated-Garage 17.8 13.3 237 Btuh 2 Insulated-Exterior 28.0 13.3 374 Btuh 3 Insulated-Exterior 18.0 13.3 240 Btuh Door Total 64(sgft) 851 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 2 Vented Attic/DarkShingle 0.032 30.010.0 1015.0 1.69 1713 Btuh Ceiling Total 1015(sgft) 1713 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 3115(ft-perimeter) 0.0 0 Btuh Floor Total 3115.0(sgft) 0 Btuh Zone Envelope Subtotal: 12639 Btuh EnergyGauge®1 USRRZ130.0 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Kim &Jeff Nelson Project Title: Climate:FL-JACKSONVILLE-1 NTL-ARPT 310 6th Street Nelson Residence Atlantic Beach, FL 32233-0000 5/29/2012 Infiltration Type Wholehouse ACH Volume(cult)Wall Ratio CFM= Load Natural 0.32 31150 0.57 152.3 3012 Btuh Internal Occupants Btuh/occupant Appliance Load gain 2 _ X 230 + 0 460 Btuh Sensible Envelope Load: 16112 Btuh Duct toad Average sealed,Suppy(R6.0-Card.),Retum(R6.0-Cond.) (DGM of 0.000) 0 Btuh Sensible Zone Load 16112 Btuh Component Loads for Room#2:2nd Floor Type' Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS_Omt Len_ HVt Gross ShadedUnshaded Shaded Unshaded 14 2 NFRC 0.30,0.35 No No N 2.Oft 3.3ft 23.3 0.0 23.3 13 13 293 Btuh 15 2 NFRC 0.30,0.35 No No N 2.0ft 8.5ft 35.0 0.0 35.0 13 13 440 Btuh 16 2 NFRC 0.30,0.35 No No N 2.0ft 6.7ft 23.3 0.0 23.3 13 13 293 Btuh 17 2 NFRC 0.30,0.35 No No N 2.Oft 2.5ft 4.0 0.0 4.0 13 13 50 Btuh 18 2 NFRC 0.30,0.35 No No E 2.0ft 3.3ft 23.3 0.0 23.3 13 35 820 Btuh 19 2 NFRC 0.30,0.35 No No S 2.0ft 3.5ft 23.3 23.3 0.0 13 15 293 Btuh 20 2 NFRC 0.30,0.35 No No S 2.Oft 7.0ft 12.0 12.0 0.0 13 15 151 Btuh 21 2 NFRC 0.30,0.35 No No W 2.0ft 4.5ft 23.3 0.0 23.3 13 35 820 Btuh Window Total 168(sqft) 3162 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 9 Frame-Wood-Ext 0.08 19.0/0.0 626.9 1.6 988 Btuh 10 Frame-Wood-Ext 0.08 19.0/0.0 306.7 1.6 483 Btuh 11 Frame-Wood-Ext 0.08 19.0/0.0 348.7 1.6 550 Btuh 12 Frame-Wood-Ext 0.08 19.0/0.0 308.7 1.6 487 Btuh Wall Total 1591 (sqft) 2508 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Vented Attic/DarkShingle 0.032 30.0/0.0 2100.0 1.69 3545 Btuh 3 Knee WaMarkShingle 0.049 19.0/0.0 515.3 2.60 1339 Btuh Ceiling Total _ 2615( ) 4883 Btuh Floors Type R-Value Size HTM Load 2 Raised Wood-Adj 19.0 534(sqft) 0.7 348 Btuh 3 Interior 0.0 1566(sqft) 0.0 0 Btuh Floor Total 2100.0(sqft) 348 Btuh Zone Envelope Subtotal: 10901 Btuh I EnergyGauge®/USRRZB v3.0 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Kim &Jeff Nelson Project Title: Climate:FL JACKSONVILLE_INTL_ARPT 310 6th Street Nelson Residence Atlantic Beach, FL 32233-0000 5/29/2012 Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.32 _18900 0.43 114.6 2268 Btuh Internal Occupants Btuh/occupant Appliance Load gain 3 X 230 + 0 690 Btuh Sensible Envelope Load: 13859 Btuh Duct load Average sealed,Supply(R&O-Attic),Retum(Rs.a-Attic) (DGM of 0.724) 10027 Btuh Sensible Zone Load 23886 Btuh The following window Excursion will be assigned to the system loads. Windows October excursion for System 1 28 Btuh July excursion for System 2 0 Btuh Excursion Subtotal: 28 Btuh Duct load 0 Btuh Sensible Excursion Load 28 Btuh EnergyGauge®!USRRZB v3.0 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) Kim &Jeff Nelson Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT 310 6th Street Nelson Residence Atlantic Beach, FL 32233-0000 5/29/2012 SYSTEM GROUPS(BLOCK LOADS) Sensible Envelope Load 16112 Btuh Window Excursion 28 Btuh Cooling Loads Sensible Duct Load(duct gain multiplier of 0.000) 0 Btuh (Includes 0 Btuh due to window excursion) Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 16140 Btuh 1 Latent infiltration/ventilation gain 5483 Btuh Serving Zones: Latent duct gain 0 Btuh 1 Latent occupant gain 400 Btuh Latent other gain 0 Btuh Total block load 22023 Btuh Sensible Envelope Load 13859 Btuh Window Excursion 0 Btuh Cooling Loads Sensible Duct Load(duct gain multiplier of 0.724) 10027 Btuh Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 23886 Btuh 2 Latent infiltration/ventilation gain 4128 Btuh Serving Zones: Latent duct gain 2621 Btuh 2 Latent occupant gain 600 Btuh Latent other gain 0 Btuh Total block load 31235 Btuh EnergyGauge@/USRRZB v3.0 Page 4 Manual J Summer Calculations Residential Load - Component Details (continued) Kim &Jeff Nelson Project Title: Climate:FL_JACKSONVILLE INTL ARPT 310 6th Street Nelson Residence Atlantic Beach, FL 32233-0000 5/29/2012 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 2997B1uh Sensible Duct Load 100 Total Sensible Zone Loads 40026 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 40026 Btuh Totals for Cooling Latent infiltration gain (for 53 gr.humidity difference) 9611 Btuh Latent ventilation gain 0 Btuh Latent duct gain 2621 Btuh Latent occupant gain(5.0 people @ 200 Btuh per person) 1000 Btuh Latent other gain 0 Btuh Latent total gain 13233 Btuh TOTAL GAIN 53258 Btuh EQUIPMENT --7 1. Central Unit # 36000 Btuh 2.Central Unit # 24000 Btuh 'Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No),Blinds(B),Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed (IS-Insect screen:none(N),Full(F)or Half('/:)) e (Omt-compass orientation) � Version 8 EnergyGauge®/USRRZB v3.0 Page 5 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Nelson Residence Builder Name: Elite Homes Inc. Street: 310 6th Street Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233-0000 Permit Number: Owner: Kim&Jeff Nelson Jurisdiction: 261100 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(4331.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3891.90 ft2 b.Frame-Wood,Adjacent R=19.0 440.00 ft2 3. Number of units,if multiple family 1 c N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (3630.3 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 3115.00 ft2 6. Conditioned floor area above grade(ft2) 5215 b.Knee Wall(Vented) R=19.0 515.25 ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(WA.0 sqft.) Description Area a.Sup:RoomslnBlockl,Ret:RoomslnBlockl,AH: 6 775 a. U-Factor: Dbl,U=0.35 564.01 ft2 b.Sup: Attic,Ret:Attic,AH:RoomsInBkxck2 6 525 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12•Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 36.0 SEER:13.00 c. U-Factor. NIA ft2 b.Central Unit 31.7 SEER:13.00 SHGC: 13.Hearing systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 36.4 HSPF:7.70 SHGC: b.Electric Heat Pump 27.0 HSPF:7.70 Area Weighted Average Overhang Depth: 5.260 ft. Area Weighted Average SHGC: 0.300 14.Hot water systems 8. Floor Types (5215.0 sqft.) Insulation Area a-Propane Tan1dess Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 3115.00 ft2EF:0.920 b. Conservationfeatures b.Floor Over Other Space R=0.0 1566.00 ft2 Nate c.other(see details) R= 534.00 ft2 15 Credits None Glass/Floor Area: 0.108 Total Proposed Modified Loads: 50.45 PASS Total Standard Reference Loads: 90.11 I hereby certify that the plans and specifications covered by Review of the plans andr0�'.T1tT S7- this calculation are in compliance with the Florida Energy specifications covered by this Xt ,r,r p Code. as+yhnyr ,yo'cabr,�, calculation indicates compliance Timothy D. oa'USAHmyo cae�..c= ode US,o=usn r+ERs with the Florida Energy Code. Real i�bOwagcyma ?.C; -,e< PREPARED BY:/�.,.,rr,,.. dn,B,�,.am. Before construction is completed DATE: ___ oaze:2mz.ossr ear ,z-0am this building will be inspected for �j compliance with Section 553.908 1 hereby certify that this building,as designed,is in compliance Florida Statutes. r: with the Florida Energy Code. �ICpU t1 �v`�f OWNER/AGENT: BUILDING OFFICIAL: DATE: _ DATE: _ --00-'_2 - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist :M Yfta.- .TS+ d<:hTR'FeR+J.lMlk'Nw^�9MIW4M'ipt6Al�y ' 4 FW!LAW,-� coy LLV-0-"*M- 4.uF+'.'.4C/t---- 4Li'sP�dYi,1mN9Y 6 a.. 5/28/2012 12:13 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Nelson Residence Bedrooms: 4 Address Type: Street Address Building Type: FLProp2010 Conditioned Area: 5215 Lot# Owner. Kim&Jeff Nelson Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Elite Homes Inc. Rotate Angle: 0 Street: 310 6th Street Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family New/Existing: New(From Plans) F! 32233-0000 Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL JACKSONVILLE_INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Vdume 1 Blockl 3115 31150 --- 2 Block2 2100 18900 SPACES Number__ Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 RoomslnBlockl 3115 31150 Yes 2.38926174 1 1 Yes Yes Yes 2 RoomslnBlo k2 2100 18900 No 1.61073825 3 2 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio RoomslnBlock1 260 ft 0 3115 ft2 _— 0.2 0.5 0.3 2 Floor over Garage RoomslnBkx:k2 __ _, 534 ft2 19 0 0 1 3 Floor Over Other Space RoomslnBkx k2 1566 ft= 0 0.2 0.2 0.6 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 3895 ft= 0 ft2 Dark 0.96 No 0.9 No 0 36.9 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 3115 W N N 5/28/2012 12:13 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING _--- # Ceiling Type _Space_ R-Value__ Area Framing Frac Truss Type 1 Under Attic(Vented) Rooms1nBlock2 30 2100 ft2 0.11 Wow 2 Under Attic(Vented) RoomslnBkxk1 30 1015 ft2 0.11 Wood 3 Knee Wall(Vented) RoomsInBlock2 19 515.25 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar BeArea RA'alue Fraction Absor l R--VPb ie Et in ow 1 N Garage Frame-Wood RoomsinBloc 19 44 10 440 ft2 0.23 0.01 0 2 N Exterior Frame-Wood RoomsInBloc 19 32 6 10 325 ft2 0.23 0.5 0 3 N Exterior Frame-Wood RoomslnBloc 19 26 2 10 261.6666 0.23 0.5 0 4 E Exterior Frame-Wood RoomSlnBloc 19 25 10 250 ft2 0.23 0.5 0 5 S Exterior Frame-Wood RoomslnBloc 19 44 6 10 445 12 0.23 0.5 0 6 S Exterior Frame-Wood RoomstnBloc 19 26 2 10 261.6666 0.23 0.5 0 7 W Exterior Frame-Wood RoomslnBloc 19 7 10 70 ft2 0.23 0.5 0 8 W Exterior Frame-Wood RoomslnBloc 19 52 10 520 ft2 0.23 0.5 0 9 N Exterior Frame-Wood RoomslnBioc 19 83 10 8 6 712.5833 0.23 0.5 0 10 E Exterior Frame-Wood RoomslnBloc 19 44 7 6 330 ft2 0.23 0.5 0 11 S Exterior Frame-Wood RoornslnBloc 19 48 8 384 ft2 0.23 0.5 0 12 W Exterior Frame-Wood RoomslnBloc 19 41 6 8 332 ft2 0.23 0.5 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area --- _ _ Ft In Ft In 1 N=>NW Insulated RoomslnBloc None 0.460000 2 8 6 8 17.77777 2 N=>NW Insulated RoomslnBloc None 0.460000 2 8 6 8 28 ft2 3 S=>SE Insulated RoomSlnBloc None 0.460000 2 8 6 8 18 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang �/ # Omt ID Frame Panes NFRC U-Factor SHGC Stomps Area Depth Separation Int Shade Screening 1 N=>NW 2 Vinyl Low-E Double Yes 0.35 0.3 N 31.11111 2 ft 0 in 2 ft 8 in HERS 2006 None 2 N=>NW 2 Vinyl Low-E Double Yes 0.35 0.3 N 49.00000 2 ft 0 in 1 ft 3 in HERS 2006 None 3 N=>NW 3 Vinyl Low-E Double Yes 0.35 0.3 N 56.66666 9 ft 3 in 2 ft 6 in HERS 2006 None 4 E=>NE 4 Vinyl Low-E Double Yes 0.35 0.3 N 15.625 ft2 2 ft 0 in 1 ft 3 in HERS 2006 None 5 E=>NE 4 Vinyl Low-E Double Yes 0.35 0.3 N 15.55555 2 ft 0 in 12 ft 8 in HERS 2006 None 6 S=>SE 5 Vinyl Low-E Double Yes 0.35 0.3 N 23.33333 2 ft 0 in 2 ft 0 in HERS 2006 None 7 S=>SE 5 Vinyl Low-E Double Yes 0.35 0.3 N 15.55555 2 ft 0 in 22 ft 3 in HERS 2006 None 8 S=>SE 5 Vinyl Low-E Double Yes 0.35 0.3 N 42 ft2 2 ft 0 in 2 ft 0 in HERS 2006 None 9 S=>SE 6 Vinyl Low-E Double Yes 0.35 0.3 N 56 1`12 15 ft 0 in 2 ft0 in HERS 2006 None 10 S=>SE 6 Vinyl Low-E Double Yes 0.35 0.3 N 28 ft2 15 ft 0 in 2 ft 6 in HERS 2006 None 11 W=>SW 7 Vinyl Low-E Double Yes 0.35 0.3 N 14 ft2 26 ft 0 in 2 ft 0 in HERS 2006 None 12 W=>SW 8 Vinyl Low-E Double Yes 0.35 0.3 N 45 ft2 2 ft 0 in 15 ft 8 in HERS 2006 None 5/28/2012 12:13 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang -- # Omt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 13 W=>SW 8 Vinyl Low-E Double Yes 0.35 0.3 N 4.5 W 2 ft 0 in 2 ft 0 in HERS 2006 None 14 N=>NW 9 Vinyl Law-E Double Yes 0.35 0.3 N 23.33333 2 ft 0 in 3 ft 3 in HERS 2006 None 15 N=>NW 9 Vinyl LarwE Double Yes 0.35 0.3 N 35.00000 2 ft 0 in 8 ft 6 in HERS 2006 None 16 N=>NW 9 Vinyl Low-E Double Yes 0.35 0.3 N 23.33333 2 ft 0 in 6 ft 8 in HERS 2006 None 17 N=>NW 9 Vinyl Low-E Double Yes 0.35 0.3 N 4 ft= 2 ft 0 in 2 It 6 in HERS 2006 None 18 E=>NE 10 Vinyl Low-E Double Yes 0.35 0.3 N 23.33333 2 ft 0 in 3 ft 3 in HERS 2006 None 19 S=>SE 11 Vinyl Low-E Double Yes 0.35 0.3 N 23.33333 2 ft 0 in 3 ft 6 in HERS 2006 None 20 S=>SE 11 Vinyl Low-E Double Yes 0.35 0.3 N 12 ffz 2 ft 0 in 7 It 0 in HERS 2006 None 21 W=>SW 12 Vinyl Low-E Double Yes 0.35 0.3 N 23.33333 2 ft 0 in 4 ft 6 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 752.59 ft= 218.59 W 81.25 ft loft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 2941.4 161.48 303.69 0.3412 5.6657 2 BySpaces Proposed SLA 0.000360 1982.9 108.86 204.73 0.3412 6.2952 HEATING SYSTEM # System Type Subtype _ Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:7.7 36.4 kBtu/hr 1 sys#1 2 Electric Heat Pump None HSPF:7.7 27 kBtu/hr 2 syr COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:13 36 kBtu/hr 1080 cfm 0.7 1 sys#1 2 Central Unit Split SEER:13 31.7 kBtu/hr 1080 cfm 0.7 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPrnt Conservation 1 Propane Tankless Exterior 0.8464 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ftZ 5/28/2012 12:13 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 DUCTS / —Supply— —Return— Air Percent HVAC# # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cod 1 RoomslnBloc 6 775 fiz RoomsInBloc 465 ft' DSE=0.88 RoomslnBl 0.0 cfm 0.00% 0.00 0.60 1 1 2 Attic 6 525 ft= Attic 315 ft= DSE=0.88 RoomslnB10.0 cfm 0.00% 0.00 0.60 2 2 TEMPERATURES Programable Thermostat:None Ceiling Fans: Colin [X)Jan [XJ Feb [X]� f3C1� PQ PQM [)q Jun Jun Miul [XJ Aug Sep Oct Nov Dec Ventin ([XX]]Jan XXJ]Feb XX])Mar [[XXJj Apr [VA May [[ Jun �� L�cJAug X Sep [XXj Oct Nov Oct X Nov €XXI Dec Dec Venti Jan Feb lxl g lxl p Thermostat Schedule: HERS 2006 Reference Flours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 5/28/2012 12:13 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 310 6th Street PERMIT#: A : Atlantic Beach, FL, 32233-0000 MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors=0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system.Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts,air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to=R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces,garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pod pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency--78% (82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/28/2012 12:13 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1111111110 ESTIMATED ENERGY PERFORMANCE INDEX* = 56 The lower the EnergyPerformance Index,the more efficient the home. 310 6th Street,Atlantic Beach, FL, 32233-0000 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple farnily Single-family a.Frame-Wood,Exterior R=19.0 3891.90 ft' b.Frame-Wood,Adjacent R=19.0 440.00 ft' 3. Number of units,if multiple family 1 c.NIA R= ft' 4. Number of Bedrooms 4 d.N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 3115.00 ft' 6. Conditioned floor area(ftp 5215 b.Knee Wall(Vented) R=19.0 515.25 ft' 7. Windows- Description Area c.N/A R= ft' a. U-Factor: Dbl,U=0_35 564.01 ft' 11.Ducts R ft2 a.Sup:RoomslnBlockl,Ret:RoomsinBlockl,AH: 6 775 SHGC: SHGC=0.30 b.Sup: Attic,Ret:Attic,AH:RoomsInBIock2 6 525 b. U-Factor: NIA ft' SHGC: 12.Coding systems kBtu/hr Efficiency c. U-Factor. N/A ft' a.Central Unit 36.0 SEER:13.00 SHGC: b.Central Unit 31.7 SEER:13.00 d. U-Factor: N/A ft' 13.Heating systems kBtuthr Efficiency SHGC: a.Electric Heat Pump 36.4 HSPF:7.70 Area Weighted Average Overhang Depth: 5.260 ft. b.Electric Heat Pump 27.0 HSPF:7.70 Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14.Hot water systems a.Slab-On-Grade Edge Insulation R=0.0EF:0.85.0 3115.00 ft' a.Propane Cap:1 gallons b.Floor Over Other Space R=0.0 1566.00 ft' c.other(see details) R= 534.00 ft' It. Conservation features None 15.Credits None 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) r 0E in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software rf CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD -`� ATLANTIC BEACH, FL 32233 ., INSPECTION PHONE LINE 247-5814 C11 Application Number . . . . . 12-00000756 Date 7/13/12 Property Address . . . . . . 310 6TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 600000 ------------------------------------------------------- Application desc NEW HOME ------------------------------------------------------- Owner Contractor ------------------------ ------------------------ NELSON JEFFREY & KIMBERLY M ELITE HOMES INC. 480 OCEAN BLVD 357 12TH ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 349-2803 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . NELSON PLUMBING CO. INC. Permit Fee . . . . 293 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/09/13 ---------------------------------------------------------------------------- Special Notes and Comments 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE FOR AN APPROVED FINAL MECHANICAL A/C INSPECTION, A STICKER SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT TESTING AGENCY. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout ��Cmuuseetrrbb�e iln�s}t�alllle}d��atCpthe rproperty line . PERMIT ISCA; b'�NR h'RtAC'CORITANYE VA A CITY OF UkNTIC BEACHt&DTNANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 -----Application Number . . . . . 12-00000756 Date 7/13/12 ---------------------------------------------- Special Notes and Comments metal lid. Cleanout to be set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a well on the property. Backflow preventer must be installed by a certified tester and a copy of the results sent to Public Utilities . On-site storage is required; a post construction topographic survey documenting proper construction will be required. All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement to property line . Reinforcing rods or mesh are not allowed in the right-of-way. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City right-of-way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 4 .40 STATE PLBG DBPR SURCHARGE 4 .40 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 293 . 00 293 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 8 . 80 8 . 80 . 00 . 00 Grand Total 301 . 80 301 . 80 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904)247-5826 Fax(904)247-5845 JOB ADDRESS: 31 lb QS�Tec- -- P Z�-1J ERMTT## NEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE OFFIXT up.E QTY TYPE OFFmT up.E Q TY Bathtub 4 Septic Tank&Pit Clothes Washer S Shower Dishwasher 1 Shower Pan Drinking Fountain Slop Sink Floor Drain Floor Sink Three Compartment Sink Toilet �2 Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Cather Fixtures Water Treating System L — RE-PIPE: 3k TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Slibwer Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System NUSCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of pk ❑ Lawn Sprinkler System-Number of Heads o Well **SAWD Well Completion Form. Completed formto be submitted to the Building Department for final inspection ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.-I hereby certify that I have this application and know the same to be true and convect. All provisions of laws and ordinances governing this work will be complied with whether specs or not. The permit does not give authority to violate the 1rovisions of any other state or local law regulation construction or the performance of constructic Property Owners Name N o`p►rl �S G{e tr�� Phone Number Plumbing Company Ne,[Std ��I t nr1 b1►tO� tvynn C Office Phone 262-42$$4 Faxg'Z4736 Co.Address: E (. 2 �4-i cctJLS GC4S�1r7-<- StaterlZip icenge dr Co+l C-?. NE✓t S to ertification/Registration#CECD a3 1 5 d �e older _ . My Comm.Expires Nov 16,2015 Commission N EE 137675 Sworn and s bed before me s 1 Imo- day of 2011- Bonded Through Nxt W Way Ann. Signature of Notary Public v 1 �� ` .� CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 12-00000756 Date 11/13/12 Property Address . . . . . . 310 6TH ST Application type description SINGLE FAMILY RESIDENCE Property zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 600000 ---------------------------------------- Application desc NEW HOME ----------------------------------------- Owner Contractor - ------------------------ ----------------------- NELSON JEFFREY & KIMBERLY M ELITE HOMES INC. 480 OCEAN BLVD 357 12TH ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 349-2803 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL -----Flood ---- - FloodzoneZONE ------ ------------------- -------------------------------- Permit MECHANICAL GAS PIPE PERMIT Additional desc - . Sub Contractor . . FLORIDA PROPANE PARTNERS 00 Permit Fee . . . . 72 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/12/13 ------------------------------------ Special Notes and Comments 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE FOR AN APPROVED FINAL MECHANICAL A/C INSPECTION, A STICKER SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT TESTING AGENCY. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line . PERMIT I wim11ii)Nwmv4-AdMRWOXe3fdI W4tbT1?LIDF THE FLORIDA BUILDING CODES. C,� CITY OF ATLANTIC BEACH n1 j 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 R. INSPECTION PHONE LINE 247-5814 v C it Page 2 Application Number . . . . . 12-00000756 Date 11/13/12 ---------------------------------------------------------------------------- Special Notes and Comments metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a well on the property. Backflow preventer must be installed by a certified tester and a copy of the results sent to Public Utilities . On-site storage is required; a post construction topographic survey documenting proper construction will be required. All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement to property line. Reinforcing rods or mesh are not allowed in the right-of-way. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City right-of-way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 3 . 83 STATE MECH DBPR SURCHARGE 3 . 83 ------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 72 . 00 72 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 7 . 66 7 . 66 . 00 . 00 Grand Total 79 . 66 79 . 66 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 / Ph (904) 247-5826 Fax (904) 247-5845 (Q -�-� �-� PERMIT# 1 a JOB ADDRESS: �10 (' PROJECT VALUE $ ARI# REQUIRED NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters �_ Solar Collection Systems Tanks (gallons) ` Wells � V OTHEv � ,' ern' I Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name Phone Number ax Mechanical Company Office Phone 1 Co. Address: City\`\' State__ _Zip License Holder(Print • State Certification/Registration# Notarized Signature of License Holder s; '.^"y°•• SHIRLEY L.GRAHAM and subscribed e re e thi -day o /Vy 2012— ;= MY COMMISSION k DD 9577E-0 v,•. EXPIrJES:February 14,zoSi ture of Notary Pub t •oP' Bonded Thru Notary Public Underwriter 4••.