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Permit SFA 1103 Scheidel 2010 '�� CITY OF ATLANTIC BEACH ,.., . ,!, r. y 4J 800 SEMINOLE ROAD sl I ATLANTIC BEACH, FL 32233 `) 3 3 ; : INSPECTION PHONE LINE 247 -5826 ' 5) Application Number 10- 00000047 Date 2/17/10 Property Address 1103 SCHEIDEL CT Application type description TWO FAMILY RESIDENCE Property Zoning RES GEN MULTI - FAMILY , Application valuation . . . 75000 � / / / Application desc NEW DUPLEX Owner Contractor BEACHES HABITAT BEACHES ELECTRIC SERVICES INC. 1671 FRANCIS AVE. 214 COKESBURY CT. ATLANTIC BEACH FL 32233 GREEN COVE SPRINGS FL 32043 (904) 241 -1222 (904) 629 -3182 Structure Information 000 000 Construction Type TYPE 5 -A Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit PLUMBING PERMIT Additional desc . Sub Contractor . ADVANTAGE PLUMBING Permit Fee . . . 146.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 8/16/10 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05 -'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *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 Provide letter from Sunrise authorizing parking /storage on church property per City Code 6- 18(d)(4). Roll off container company must be on City approved list and cannot be placed on City right -of -way. Fee summary Charged Paid Credited Due Permit Fee Total 146.00 146.00 .00 .00 Plan Check Total .00 .00 .00 .00 PERMIT IS XPPRf7dED N ACCORDANCE W1 §+LP PITY OF ATWI1CP19EACH ORDINANC +Q %ND THE FLORIDA° 0 BUILDING CODES. ow. Auk CITY OF ATLANTIC BEACH 09- I I I I I 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 OFFICE: (904)247 -5826 • FAX NO.:(904)247 -5845 BUILDING - DEPT @COAB.US PLUMBING PERMIT APPLICATION DUVAL COUNTY 1. JOB ADDRESS: 2. IS THIS A SUB PERMIT: 3. DATE: - ��p' /a i CI NO O OOIJIJIJL� 5p/J i� l i. i\ (� ,o.,i, V4- ( 'ES PERMIT #: ��� PROPERTY OWNER: 4. NAME: 5. ADDRESS IF DI FERENT FROM J ADDRES : 6. PHONE: 1 . I' s �- 2 1 -1222 9. ' ' • 110.11.. PLUMBING CONTRACTOR: N ME OF COMPANY: 8. ADDRESS i) �>3t :t i l 2 20 Pine_.tue, k)6 9. STATE OF FLORIDA CENSE NO: 10. I,L PHO�E� 1 ` ^ 11'):QX NO� ?ft 12. MAIL ADDRESS: 13 FFICE P•H.ONy:� ^y� 14. Ol�l x.�r�k �11�1�`�+ � c1 a � Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at ny time after work is comme cet/ CONTRACTORS SIGNATURE,/ , , , 15. NATURE OF WORK: 16. 17. / 18. CURRENT CODE: ❑ '06 FLORIDA BUILDING CODE- ❑NEW PLUMBING ❑ RE -PIPE ❑ OTHER: 19. NUMBER OF FIXTURES: 2 BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL I SINK DRINKING FOUNTAIN 2 WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE ` 2 HOSE BIB l WASHING MACHINES ICE MAKER I WATER CONNECTION INTERCEPTOR I WATER HEATER 2.. LAVATORY URINALS LAUNDRY TRAY OTHER (SPECIFY): ROOF DRAIN 20. PLUMBING PERMIT FEES: PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: x $7.00 (PER FIXTURE) + $35.00 = BLDG03 Permit Applicatiion Plumb: 12/18/2008 `' t r , i s. ` CITY OF ATLANTIC BEACH 1-4 800 SEMINOLE ROAD J tr, = " ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 tJ ,Fl!> Application Number 10- 00000047 Date 1/28/10 Property Address 1103 SCHEIDEL CT Application type description TWO FAMILY RESIDENCE Property Zoning RES GEN MULTI - FAMILY Application valuation . . . 75000 Application desc NEW DUPLEX Owner Contractor BEACHES HABITAT BEACHES ELECTRIC SERVICES INC. 1671 FRANCIS AVE. 214 COKESBURY CT. ATLANTIC BEACH FL 32233 GREEN COVE SPRINGS FL 32043 (904) 241 -1222 (904) 629 -3182 Structure Information 000 000 Construction Type TYPE 5 -A Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit BUILDING PERMIT Additional desc . Permit Fee . . . 380.00 Plan Check Fee . . 190.00 Issue Date . . . Valuation . . 75000 Expiration Date . 7/27/10 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05 -'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *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 Provide letter from Sunrise authorizing parking /storage on church property per City Code 6- 18(d)(4). Roll off container company must be on City approved list and cannot be placed on City right -of -way. Other Fees CITY RADON SURCHARGE .42 ST CONSTRUCTION SURCHARGE 7.66 AB CONSTRUCTION SURCHARGE .85 DEV REVIEW - SINGLE & 2 -FAM 50.00 ENG REV RESIDENTIAL BLD 100.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY CITAITAWA144P1ACfitagifOR44 AND THE FLORID• 09 BUILDING CODES. > ., ✓ cl 1 CITY OF ATLANTIC BEACH , 800 SEMINOLE ROAD : ATLANTIC BEACH, FL 32233 ... ) INSPECTION PHONE LINE 247 -5826 Page 2 Application Number 10- 00000047 Date 1/28/10 Other Fees SEWER SDC- SYSTEM DEV CHG 4050.00 UTIL REV RESIDENTIAL BLDG 50.00 WATER CONNECT /METER ONLY 185.00 WATER CROSS CONNECTION 50.00 WATER SDC- SYSTEM DEV CHG 1140.00 Fee summary Charged Paid Credited Due Permit Fee Total 380.00 380.00 .00 .00 Plan Check Total 190.00 190.00 .00 .00 Other Fee Total 5642.02 5642.02 .00 .00 Grand Total 6212.02 6212.02 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Julius Lee Engineering RE: 320707 - 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 Site Information: Project Customer: Beaches Habitat Project Name: 320707 Model: Custom Lot/Block: Subdivision: Address: 1101 -1103 Scheidel Ct. City: Duval State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Paine, Lawrence A., PE License #: 21475 Address: 319 Oglethorpe Blvd. State: Florida City: St. Augustine General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007/TPI2002 Design Program: MiTek 20/20 7.1 Wind Code: N/A Wind Speed: N/A mph Floor Load: 55.0 psf Roof Load: N/A psf This package includes 9 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. This document processed per section 16G15- 23.003 of the Florida Board of Professionals Rules In the event of changes from Builder or E.O.R. additional coversheets and drawings may accompany this coversheet. The latest approval dates supersede and replace the previous drawings. No ',Seal# Truss Name Date 1 14163966 1F01 112/2/09 2 ;14163967 FO1 S 12/2/09 13 14163968 F02S 12/2/09 4 [ 141.63969 F03 12/2/09 [5 14163970 F04 12/2/09 6 14163971 . F05 12/2/09 [7 ,14163972 FG01 12/2/09 [8... 14163973 FG03 12/2/09 [9 :14163974 FT02 12/2/09 `x • , \ 0111111 / The truss drawing(s) referenced above have been prepared by MiTek \AS S � �,� Industries, Inc. under my direct supervision based on the parameters - � .. , • . • • • • •. &\ provided by Builders FirstSource (Jax). J v\C . . Truss Design Engineer's Name: Julius Lee ' No 34869 ' � My license renewal date for the state of Florida is February 28, 2011. 7 " * ' ct NOTE:The seal on these drawings indicate acceptance of A ' tu �: professional engineering responsibility solely for the truss �■ t\ . STATE OF • • •. % C � components shown. The suitability and use of this component N LORION.•'� �%� for any particular building is the responsibility of the building / � , 5 � 1 �A� � D c ember 2,2009 designer, per ANSI /TPI -1 Chapter 2. 1 of 1 Julius Lee «.w.v.se..., `� f !L E COPIE F> d Job _ Truss Truss Type Ply 14163966 1 zsz72zoD1 320707 F01 FLOOR \ 2 Job Reference (optional) 1 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed Dec 02 14:10.17 2009 Page Builders FrstSource, Jacksonville, Fl 32244 0 -1 -8 0 8 � H_2 - - _H I 1 -9 -4 1 Sca e= 1:41.6 I H13D I I 4x5 = 4x5 = 4x5 = 2x4 = = 2x4 = 4x5 = 2x4 11 3x6 FP 8 g 10 11 2 3 4 5 6 — ? �r�- '41. S. P. Ir• a Y ��r, , I 16 15 1 4 13 12 22 21 20 19 18 17 24 23 4x5 = 4x5 = 4x5 — 4x5 = 3x10 MT2OH FP = 2x4 11 8-1-8 8-1-8 12 -10 -0 1-6-0 4-0-0 6-6-0 9 -0 -0 1 10 -2 -4 1 11 -2 -4 I12 -2 -4 1 1 5 -4 -00 17 -10 -0 I 20 -4 -0 22 -0 i 214:64:00 1-6-0 2-6-0 2 -6 -0 2 -6 -0 1 -2 -4 1 -0 -0 1 -0 -0 -7 -12 2 -6 -0 2 -6 -0 2 2-6 2 6 0 Plate Offsets (X.Y): [1:Edge.0 -1 -8]. [5:0- 1- 8.Edg-el. [6:0- 1- 8.0 -0 -0]. U 1:0- 1- 8,Ed-_gel417:0- 1- ,Ed_ge 1:.0- -: _dre 2 1- -: 0 -1 -r •:0 -1 -8 0 -1 -0 — — LOADING (psi) SPACING 1-4 -0 CSI DEFL in (loc) I /dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.48 16 -17 >602 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.94 Vert(TL) -0.75 16 -17 >383 240 MT2OH 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.10 12 n/a n/a Weight: 123 Ib BCDL 5.0 Code FBC2004/TPI2002 ( Matrix ) _ BRACING LUMBER TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except TOP CHORD 4 X 2 SYP No.2 end verticals. BOB CHORD 4 X 2 SYP No.1D BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing, Except: WEBS 4 X 2 SYP No.2 2 -2 -0 oc bracing: 18- 19,17 -18. REACTIONS (Ib /size) 24= 879/0 -3 -8, 12= 879/0 -3 -8 FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. ' TOP CHORD 24- 25=- 875/0, 1 -25 =- 874/0, 12 -26 =- 875/0, 11- 26=- 874/0, 1 -2 =- 919/0, 2- 3=- 2359/0, 3-4 =- 3399/0, 4 -5 =- 4074/0, 5 -6 =- 4346/0, 6 -7 =- 4346/0, 7 -8 =- 4079/0, 8 -9 =- 3398/0, 9 -10 =- 2360/0, 10 -11= -919/0 BOT CHORD 22- 23= 0/1738, 21- 22= 0/2965, 20- 21= 0/3811, 19- 20= 0/3811, 18- 19= 0/4346, 17- 18= 0/4346, 16- 17= 0/4293, 15- 16= 0/3825, 14- 15= 0/2961, 13- 14= 0/1738 WEBS 1 -23= 0/1188, 2 -23 =- 1138/0, 2 -22= 0/865, 3 -22 =- 842/0, 3 -21= 0/604, 4 -21 =- 573/0, 4- 19= 0/477, 5 -19 =- 624/21, 11- 13= 0/1188, 10- 13=- 1139/0, 10- 14= 0/864, 9 -14 =- 837/0, 9 -15= 0/607, 8 -15 =- 594/0, 8 -16= 0/353, 7 -16 =- 326/0, 7 -17 =- 248/438 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x4 MT20 unless otherwise indicated. 4) Required 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. \ 1 \ 1 1 1 1 I / 0 \ \C y// LOAD CASE(S) Standard � \\ \� ?.. S. /��i .... �J�.' ENS&. < ,, - No 34 • 27_0: = :W_ STATE OF . N. ��s ••.FLOR \DP.•• 0 / /' /s - \ \\\ December 2,200 WARNING • Verify design parameters and READ 'd0101 ON THIS AND ThiCLUDED MITER' REFERENCE 040> 1711 7473 R g ORE P Julius Lee Engineering Design valid for use only with MiTek connectors. This design is based only upon parameters shown, individual and for an nd dual buildin component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown 1 109 Coastal Bay Blvd. Boynton, FL 33435 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 fabrication. quality control, storage. delivery, erection and bracing. consult ANSI/T111 Quality Criteria, D58 -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onotrio Drive, Madison. WI 53719. - -.- t t Job Truss Truss Type Qty Pl y 14163967 320707 F01S FLOOR 4 1 Job Reference (optional) 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed Dec 02 14:70 2009 Page 1 Builders FrstSource, Jacksonville, Fl 32244 0-1 -8 I—is_O:Q -- I I______ 2 -0 -0 1 1 1-0-0 1 0 8 H 1 .__ 1.3 -n Scale = 1:27.2 2x4 II 4x5 — 2x4 — 2x4 — 5 6 7 8 3 q 2 ' t Lr/N Mill is Y II � 1 p pmV rr i% FM 16 15 14 13 12 1 10 9 2,4 I I 4x5 - I 8 -1 -8 8 -1 -8 1 1 1 4 I 6 -6 -0 1 9 - - 1 10 - - I 11 -2 -0 I 12- 2 -012 14-6 -8 16 -0 -8 1 1-6-0 2-6 -0 2 -6 -0 2 -6 -0 - -. -I 1 -I 1 I- - -I _•_� - - •ffs X . :0 -1 -8 El .e .:0- -: s -• -0 ::0- -8 _ :.e 11:0- 2 Edael 11 Edge]. 112:0- 1- 8.Edge]. [16:0- 1- 8.Edge], [18:0- 1- 8,0 -1 -0]. [19:0 -1 -8 0 -1 -1 LOADING (psf) SPACING 1 -4 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.77 Vert(LL) -0.20 12 -13 >965 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.83 Vert(TL) -0.30 12 -13 >623 240 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 83 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except BOT CHORD 4 X 2 SYP No.1D end verticals. WEBS 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 17= 575/0 -3 -8, 9= 575 /Mechanical FORCES (Ib) - Max. Comp. /Max. Ten. - At forces 250 (Ib) or less except when shown. TOP CHORD 17 -18 =- 571/0, 1 -18 =- 570/0, 9 -19 =- 544/0, 8 -19 =- 543/0, 1 -2 =- 575/0, 2 -3 =- 1387/0, 3 -4 =- 1805/0, 4 -5 =- 1830/0, 5 -6 =- 1570/0, 6- 7=- 1570/0, 7- 8= -533/0 BOT CHORD 15- 16= 0/1082, 14- 15= 0/1670, 13- 14= 0/1938, 12- 13= 0/1570, 11- 12= 0/1570, 10 -11 =0 /1100 WEBS 5 -12 =- 298/0, 6-11 =- 353/0, 1 -16= 0/742, 2 -16 =- 705/0, 2 -15= 0/424, 3 -15 =- 394/0, 5 -13= 0/442, 8 -10= 0/687, 7 -10 =- 789/0, 7 -11 =0/774 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 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 \ \ �11\1I 11 111/ 1, w S S.k • � ' J� . 00ENS 7 •• \$' * No 34 9 • * — -73 .. .W_ .(\ •• STATE OF .• \.> � • ••.FCORIDP.•• L9 //' ONA\... December 2,200 tea .: . . .. .,: 2 .._, aae., e .. ter w., -tc „. A WARNING - Verify design pararrulters and .5F40 NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE 9Sf1 2473 2FPORL USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and is for an individual building component. Julius Lee Engineering Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Bay al Blvd. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction 6 the responsibillity of the 1109 CoasBoynton, s l Bay erector. Additional permanent bracing of the overall structure 6 the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage. delivery. erection and bracing, consult ANSI /TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison. WI 53719. , r Job (Truss Truss Type Qty Ply 14163968 1 292722003 320707 F02S FLOOR 2 Job Reference o.tional — 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed Dec 02 14:10:19 2009 Page 1 Builders FrstSource, Jacksonville, Fl 32244 0 - - 1 1 - - 1 1 ? -0 11 1-0 -0 1 Scale = 1:27.8 H F— 1 -n -0 I 2x4 — 4x5 2x6 6x8 = 6x8 = 5n6 = 3x5 3x5 8 6x8 = 6 7 m m io si AMINE i !! UMW B it +'` /,fit W. ` ! � `�� o mil 1..1 Ira lira aimmimmsalla ma Ill Mill ri 16 15 14 13 12 11 10 9 5x6 = 6x8 = 4x5 3x5 11 4x5 11 2x6 11 5x6 11 6x8 = 3x5 11 8 -1 -8 8 -1 -8 10 -2 -0 11 -2 -0 1 12 -2 -0 I 16 -0-8 I 10 -2 -0 1-0-0 1 0 0 3-10-8 Plate Offsets (X,Y): [1:0- 1- 8,0 -0 -8], [2:0- 3- 0,Edge], [3:0- 3- 0,Edge], [4:0- 3- 0,Edge], [5:0- 3- 0,Edge], [6:0- 3- 0,0 -0 -0], [8:0- 3- 0,Edge], [9:0- 3- 0,Edge], [11:0- 3- 0,Edge], [12:0- 3- 0,Edge], [13:0- 3- 0,Edgel, [14:0- 3- 0.Edgel. X15:0- 3- 0,Edgeh [17:Edge,0.3 -0] LOADING (psf) SPACING 1-4 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.94 Vert(LL) -0.24 12 -13 >799 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 1.00 Vert(TL) -0.37 12 -13 >513 240 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) 0.03 9 n/a n/a Weight: 126 Ib BCDL 5.0 Code FBC2004/TPI2002 (Matrix) LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except end verticals. WEBS CHORD 4 X 2 SYP No.1D WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 17= 1223/0 -3 -8, 9= 1223 /Mechanical FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 -17 =- 1214/0, 8 -9 =- 1158/0, 1 -2 =- 1356/0, 2 -3 =- 3258/0, 3 -4 =- 4239/0, 4 -5 =- 4297/0, 5 -6 =- 3693/0, 6 -7 =- 3693/0, 7- 8=- 1246/0 BOT CHORD 15- 16= 0/2553, 14- 15= 0/3933, 13- 14= 0/4562, 12- 13= 0/3693, 11 -12= 0/3693, 10- 11= 0/2601 WEBS 5 -12 =- 639/0, 6 -11 =- 749/0, 1 -16= 0/1712, 2 -16 =- 1586/0, 2 -15= 0/932, 3 -15 =- 893/0, 3 -14= 0/405, 4 -14 =- 428/0, 4 -13 =- 438/117, 5 -13= 0/972, 8 -10= 0/1587, 7 -10 =- 1792/0, 7 -11= 0/1701 NOTES (6-9) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 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. 4) CAUTION, Do not erect truss backwards. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). \ I I I I ( f 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular \�� building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. \� \ // 7) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) , \�• • \ / \ EN F 1 /// 8) Truss Design Engineer Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 V \G S LOAD CASE(S) Standard * No 9 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 _ _ Uniform Loads (plf) _ —0 _ Vert: 9-17=-7, 1- 8=- 148(F = -81) "3 ; • W �.<■ •• STATE OF .• \ .�` >, • •.fiLORID".• • C� � /S / AL \ ? \ \ • December 2,200': A WARNING - Verify design par cxmeYers and READ NOTE; ON THIS 400 nvci.un n MITER REFERENCE PACE Mb 74 73 REPORE 00E. Design valid for use only with MTek connectors. This design is based only upon parameters shown and is for an individual building component. Julius Lee Engineering Applicability of design paramenfers and proper incorporation of component is responsibility of building designer not truss designer. Bracing shown Bay a as Co 109 Coastal Blvd. I is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 1 09 Co , s l Bay erector. Additional permanent bracing of the overall structure 5 the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage, delivery, erection and bracing, consult ANSI /TPI1 Quality Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison. WI 53719. —� __, .._ -- 9 r _ 6 Job Truss Truss Type Qty Ply 4163969 1 292722004 320707 F03 FLOOR -- I Job Reference (optional) _ 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed Dec 02 14.10:20 2009 Page 1 Builders FrstSource, Jacksonville, Fl 32244 0-1-8 1_1-2-12 044-8 H I - 1--3 9 L . 1 -10 -4 1 Scale = 1.41.6 3x8 = 2x4 = 2x4 11 3x6 FP= 2x4 11 2x4 = 6 7 8 9 �r wr�r_ r it Ippi t �j 30 Olpt 11� 49 IMINIIM el 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 2x4 11 3x6 FP = 2x4 II 8 -1 -8 8-1-8 8 -1 -8 1 1-6 -0 1 4 -0-0 1 9 -10 -4 1 12 -4 -4 1 13 -8 -12 1 15 -1-4 1 20-4 -0 1 22 -10 -0 1 24 -4 -0 1 _ 1 -6 -0 2 -6 -0 5 -10-4 2 -6 -0 1 -4 -8 1 -4 -8 5 -2 -12 2 -6 -0 1$-0. Plate Offsets (X,Y): [4:0- 1- 8,Edge], [5:0- 1- 8,Edge], [10:0- 1- 8,Edge], [11:0- 1- 8,Edge], [13:0- 1- 8,Edge], [17:0- 1- 8,0 -0 -0], [18:0- 1- 8,Edge], [21:0- 1- 12,Edge], [24:0- 1- 8,0 -0 -0], [25:0 -1 -8 ,Edge], 129.0- 1- 8,0 -1 -01, [30:0- 1- 8,0 -1 -01 LOADING (psf) SPACING 1-4 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) -0.09 25-26 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.52 Vert(TL) -0.13 25 -26 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.02 14 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 127 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. REACTIONS (lb /size) 28= 445/0 -3 -8, 14= 316/0 -3 -8, 20= 997/0 -3 -8 Max Gray 28= 455(LC 7), 14= 350(LC 3), 20= 997(LC 1) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 28- 29=- 450/0, 1 -29 =- 449/0, 14 -30 =- 346/0, 13 -30 =- 345/0, 1 -2 =- 437/0, 2 -3 =- 1011/0, 3 -4 =- 1133/0, 4 -5 =- 1133/0, 5 -6 =- 812/0, 7 -8 =- 126/291, 8 -9 =- 126/291, 9 -10 =- 672/28, 10 -11 =- 672/28, 11-12=-664/0, 12-13=-323/0 BOT CHORD 26- 27= 0/824, 25- 26= 0/1159, 24- 25= 0/1133, 23- 24= 0/1133, 22- 23= 0/534, 21- 22= 0/534, 20 -21 =- 555/0, 19 -20 =- 555/0, 18 -19 =- 168/458, 17 -18 =- 28/672, 16 -17 =- 28/672, 15 -16 =0/604 WEBS 7 -20 =- 968/0, 1 -27= 0/562, 7 -21= 0/679, 2 -27 =- 538/0, 6 -21 =- 623/0, 2 -26= 0/261, 6 -23= 0/411, 5 -23 =- 470/0, 13- 15= 0/415, 7- 19= 0/508, 12 -15 =- 391/0, 9 -19 =- 516/0, 9 -18 =0/415 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 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 t o \ \ \ \N\ 1 1 1 1 1 / / / / // be attached to walls at their outer ends or restrained by other means. \\ \) S S K /, / 4) CAUTION, Do not erect truss backwards. \\ V • , i N. N. , J .' \C •• LOAD CASE(S) Standard ^ No 34 9 • 7J•. • � � STATE OF '< • T '• - FLORID,'.•'' C // / / /11111\\ December 2,200" - A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 101774 BEPOR£ USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and is for an individual building component. Julius Engineering ngineering Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown 1 109 Coastal En Blvd. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Boynton, FL Bay Bay 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 /TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. Job Truss Truss Type Qty Pl y 14163970 • 320707 F04 FLOOR 2 1 292722005 Reference (optional) - 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed Dec 02 14:10:21 2009 Page 1 Builders FrstSource, Jacksonville, Fl 32244 2x6 0 2x6 11 5x6 = 5x6 = 1 - 3 -0 1 5-8-0 1 1 2 3 4 Scale = 1'.9.5 11 1 . T1 0 o W1 W1 i sr '4 W1 W1 W2 B1 4x5 = 4x5 = 1 111111. I I 8 ' 7 6 0 00. 4x5 0 4x5 11 8 8 -1 -8 8-1-8 3-11-0 1 - -1 P < e *ifs s �X Y) [11Ed.e 1 -3 -0 .. :0- -s the 3:0-3-0.0-0-0J. [4:0- 3- 0.Edge]. 15:Edge E.dgeU7:0- 1- 8.Edge]. cadge Q_t8) LOADING (psf) SPACING 1-4 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.01 7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.18 Vert(TL) -0.01 7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 31 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 3 -11 -0 oc purlins, except BOT CHORD 4 X 2 SYP No.1 D end verticals. WEBS 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 8= 1050/0 -3 -8, 5= 2263/0 -3 -8 FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -8 =- 1042/0, 4 -5 =- 2254/0, 1 -2 =- 869/0, 2 -3 =- 869/0, 3 -4= -869/0 BOT CHORD 6 -7 =0/869 WEBS 1- 7= 0/1111, 2 -7 =- 688/0, 4 -6= 0/1111, 3- 6= -690/0 NOTES (5 -8) 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1213 Ib down at 3 -9 -8 on top chord. The design /selection of such connection device(s) is the responsibility of others. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 5) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 6) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 7) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 \\\ `,, I (((i / / ` / LOAD CASE(S) Standard \ `` S S. K /, /, 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 �w• • ----- ' • •.; (� i Uniform Loads (plf) . \� ,J ��GENSF •`• �� • Vert: 5 -8 = -7, 1- 4=- 566(F= -288, B = -212) Concentrated Loads (Ib) * ' NO 3 69 Vert: 4=- 1213(F) • W - - • 1 . 1 . 1 i O . . - .(\ •, STATE OF December 2,200? Al WARNING - Verify design parameters end READ. NOTES ON THIS AND IYC:I,UDEf 5!7T55 REFERENCE PAGE 17117473 REPORF, USE. Design valid for use only with Mtrek connectors This design is based only upon parameters shown, and is for an individual building component. Julius Lee Engineering Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Boy al Blvd. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Boynton, 1109 Coast sl l Boy 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 /TPI1 Quality Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. D Job Truss Truss Type Qty Ply 14163971 320707 F05 FLOOR 14 1 Job Reference (optional) _ - 7.140 5 Oct 1 2009 MiTek Industries, Inc. Wed Dec 02 14:10:21 2009 Page 1 Builders FrstSource, Jacksonville, Fl 32244 3x4 - I - 1 -3 -0 1 I -- n - - CL H 1 3x4 = 2 2x4 H 3 2x4 H 4 Scale = 1:9.5 - • 71 bMili II Ipppril III W2 q II r THA422 THA422 p ' B1 airi 3x4 = 3x4 - 8 7 6 5 2.4 II 2x4 11 8 -1 -8 8 -1 -8 I 3-4-0 - I 3 -4 -0 • _te • -ts . Y): [2:0- 1- 8.Edge1 (3:0- 1- 8.0 -0 -01, [4:0- 1- 8.Edge]. 15:0- 1- 8.Edge)..[6:0- 1- 8.Edge].. [7:0- 1- 8.Edgee) — LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.09 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(TL) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 21 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -4-0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 8= 176 /Mechanical, 5 =176 /Mechanical FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES (4 -7) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 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. 4) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 5) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 6) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard \ \1 1111 11 1if�� 7 ' . ' \ 10ENS F .� . ". — No 34 9 • 73 .. • W _= �-. STATE OF .• \ _� � i • • '. F -- ORi D P.•' 0 ,,� / /oNM- /111111 December 2,2001 f l , WARNING - Verify design parameters meters aced READ NOTES ON Ti115 AND INCLUDED MITER REFERENCE PAGE 1A f -';473 BEFORE 05E. Design valid for use only with MTek connectors This design is based only upon parameters shown and is for an individual building component. Julius Lee Engineering 1 Applicability of design paramenters and proper incorporation of components responsibility of building designer not truss designer. Bracing shown Blvd. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction 6 the responsibillity of the 1 109 COOS Boynton, s taI l Bay Bay 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 /TPI1 Quality Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. __ Job Truss --Truss Type Qty Ply 14163972 320707 FG01 GABLE 2 1 Job Reference (optional) — - 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed Dec 02 14:10:22 2009 Page 1 Builders FrstSource, Jacksonville, Fl 32244 0118 Scale = 1:26.5 3x4 = 1 2 3 4 : _______ 10 11 , Mil i Y � � yl �I u� � �l l l — of mimil i77 �„,I.w X'; x_y ' 1 .. k 26 25 24 23 22 21 20 19 18 17 16 15 14 3x4 = 3x4 8 -1 -8 1 1-4-4 1 7-8-4 1 4-0-4 5 -4 -4 _ 6 -8 -4 l 0 -4 9.4 -4 — 1 10 -8 -4 12 -0-4 1 13-4 -4 1 14 -8-4 1 16 -0 -8 1 _ . _ 1 _. -1 -4 -0 _1 -4 -0 1 -4 -0 1 -4 -0 1 -4 -0 1 -4 -0 1 -4 -0 1 -4 -0 1 -4 -4 Plate Offsets (X,Y): 113:0- 1- 8,Edge1. (14:0 -1 -8 Edge1 1250- 1- 8,Edge1, f2T0 -1 -8 0 -1 -01 LOADING (psf) SPACING 1-4 -0 CSI DEFL in (loc) 1 /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 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 NO WB 0.02 Horz(TL) 0.00 14 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 72 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 10 -0 -0 oc puffins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS All bearings 16 -0 -8. (Ib) - Max Gray All reactions 250 Ib or less at joint(s) 26, 14, 20, 21, 22, 23, 24, 25, 19, 18, 17, 16, 15 FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES (7 -10) 1) All plates are 2x4 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) 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. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 9) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 \\\ \\' t I I I) / / / / LOAD CASE(S) Standard \ \ VS S. k /// \� . :,.. o CENSF /, ■ 7k. ... * No 769 69 70 : o _ ' � .(■ •, STATE OF i� • - •. F t.ORID P .•• 0� / / / /i / \ \ \ \\ December 2,2008 A WARNING - V.xrjJy design parameters and READ ROTES 00 7100 AND INCLUDED 7.11700 REFERENCE PACE 7E1-7473 BEFORE USE. Design valid for use only with MiTek connectors 167 design' based only upon barometers shown, and 4 for an individual building component. Julius Lee Engineering Applicability of design paramenters and proper incorporation of component k responsibility of building designer - not truss designer. Bracing shown Blvd. i5 for lateral support of individual web members only. Additional temporary bracing to insure stability during construction 4 the responsibillity of the 1 109 Coa5 Boynton, FL lol l Bay Bay 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 /TPIt Quality Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison,_ WI 53719. __ Job Truss Truss Type Qty Pl y 14163973 320707 FG03 GABLE 2 1 Job Reference o•tional _ - -- " — 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed Dec 02 14:10:22 2009 Page 1 Builders FrstSource, Jacksonville, Fl 32244 1 2x4 1 1 2 2x4 I I 3 2x4 H 4 2x4 11 Scale = 1:9.5 1 T1 sTt 11 11 III .I �11 8 7 6 5 2x4 I I 2x4 1 1 2x4 H 2x4 I I 8 - - 0 -8 -0 I 2 -0-0 .— . I 3 -q -0 I 0-8-0 -_ 1 -4 -0 _. 1-4-0 _Plate Offsets (X.Y): [4:0- 1- 8,Edgel [5:0- 1- 8.Edge,1 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 16 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -4 -0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS All bearings 3 -4 -0. (Ib) - Max Gray All reactions 250 Ib or less at joint(s) 8, 5, 6, 7 FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. NOTES (5 -8) 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1 -4 -0 oc. 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. 5) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 6) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 7) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard \\\ 1 1 11 [11) / 7 // \ \\, •.•' oCENs&. • •• No 9 _ TT- - 73 W_ �O •• STATE OF .- .. 4/ ::. i CC19 • '- . •' 0 //'', /0 NAV- December 2,2001 A WARNING - Verify desig. R' ramet8 , and 111751f NOTES ON THIS AND INCLUDED MITER RE5FRENC:E PAGE 5577 -9473 REPORE OSP. Design valid for use only with MOek connectors This design Is based only upon parameters shown. ands for an individual building component. Julius Lee Engineering Applicability of design paramenters 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 1109 Blvd. 1 109 109 C C oaS o, FL 33435 l Bay Bay 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 /TPI1 Quality Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison. WI 53719. _ _ Job Truss Truss Type Qt y Pl y 14163974 320707 FT02 FLOOR 2 292722009 _ 3 Job Reference o•tional " - 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed Dec 02 14:1023 2009 Page 1 Builders FrstSource, Jacksonville, Fl 32244 8-1.8 8 -1 -8 _g- - - 7 -k-9 ____I 10 -2 -4 _I 12 -2-4 14- - 1. 16 -2-4 18 -9 -11 I 21 -5 -1 -I 24-4-0 I 2 -9 -3 2 -5 -11 2 -5 -11 2 -5 -11 2 -0 -0 2 -0 -0 2 -0 -0 2 -7 -7 2 -7 -7 2 -10 -15 Scale = 1:42.1 3x4 11 5x8 = 3x5 = 5x8 = 2x4 H 2x4 11 5x7 = 2x4 II 4x12 = 5x14 = 3x4 II ii 1 2 3 4 5 6 7 21 8 9 10 11 an la r.1 ;� 'i:Al � ��11r11 . W5 - ∎2 (i � _ iii Y B1 me MO ism d I. 20 19 18 17 16 15 14 1 3 12 5x6 = 4x5 = 4x5 = 7x8 = 4x5 = 4x5 = 5x8 = 4x6 = 5x7 = 8 -1 -8 8 -1 -8 I 3 - - I 6 - 10 - 11 I 10 - 2 - 4 _ 12 - 2 - 9 i 16 2 - 4_ — ._ I 20 - 1 - 6 I _ 24 - I 3 - 7 - 1 3 - 3 - 9 _ 3 - 3 - 9 _. _. 2 - 0 - Q _ 4 - 0 - 0 3 - 11 - 2 - t Plate Offsets (X.Y): 17:0- 3- 8.0 -3 -0 -- - LOADING (psf) SPACING 1-4 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.70 Vert(LL) -0.65 14 -15 >440 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -1.02 14 -15 >282 240 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.07 12 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 451 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D TOP CHORD Sheathed or 3 -11 -15 oc purlins, except end verticals. BOT CHORD 2 X 8 SYP 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 `Except` W1: 2 X 6 SYP No.1 D REACTIONS (Ib /size) 20= 2591/0 -3 -8, 12= 3791/0 -3 -8 FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -20 =- 323/0, 1 -2 =- 1106/0, 2 -3 =- 7417/0, 3-4=-13680/0, 4 -5 =- 18652/0, 5 -6 =- 18652/0, 6 -7 =- 18652/0, 7 -21 =- 20686/0, 8 -21 =- 20686/0, 8 -9 =- 20686/0, 9 -10 =- 12388/0, 10-11 =- 1570/0, 11- 12= -477/0 BOT CHORD 19 -20= 0/5511, 18- 19= 0/10971, 17- 18= 0/15637, 16-17=0/15637, 15- 16= 0/18652, 14 -15= 0/20578, 13- 14= 0/17309, 12- 13= 0/8207 WEBS 2 -20 =- 4731/0, 2 -19= 0/2447, 3 -19 =- 4034/0, 3 -18= 0/3074, 4 -18 =- 2513/0, 4 -16 =- 3/3251, 5 -16 =- 457/0, 7 -15 =- 2106/392, 7 -14 =- 554/118, 8 -14 =- 1637/23, 9 -14= 0/3645, 9 -13 =- 5518/0, 10- 13= 0/4689, 10 -12 =- 7134/0 NOTES 1) 3 -ply truss to be connected together with 10d (0.131'x3 ") nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0 -9 -0 oc, 2 X 4 - 2 rows at 0 -4 -0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0 -9 -0 oc. Webs connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. 2) All loads are considered equally applied to all plies, except 9 noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply \\ \ \ \ \ f f 1 1 1 / / / / / / connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. \\ . \ S S.1( /// 3) Unbalanced floor live loads have been considered for this design. \\\)V, \`. • • • • • • • • • /■ ■ 4) The Fabrication Tolerance at joint 17 = 20% 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. '2 \ • \GENSF '• , be attached to walls at their outer ends or restrained by other means. * : •• 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1900 Ib down at 16 -2 -4 on top _ No 34 9 chord. The design /selection of such connection device(s) is the responsibility of others. — LOAD CASE(S) Standard — • W — 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 — Q : � ((/ Uniform Loads (plf) -- .•\ •• STATE OF Vert: 1 -21 =- 148 (F =- 81),8 -21 =- 67,8- 11=- 259(B =- 193),12 -20 = -7 ��s' •• Concent Vert:8 0 1900(F) // S/ ` \ \ \ \ ' � / ANAL \\ '/ ///1111\\ \` December 2,2001 WARNING - t rq'y design parameters taxi. READ NOTES ON 0115 AND INCLUDED 1 REFERENCE PACE Mil-7-173 BEFORE ESE_ Design valid for use only with MiTek connectors This design is based only upon parameters shown, ands for an individual building component. Julius Lee Engineering Applicability of design paramenters and proper incorporation of components responsibility of building designer not truss designer. Bracing shown Bay al Blvd. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 109 CoasBoynton, s l Bay 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 /TPI1 Quality Criteria, DSB -89 and BCSI1 Building Component L Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. r �O > Co ■ D e N * nN z c rn C o - D i : + ril■ � Z n X H o rl en m m n I I m o z � a n > O D c o' ni ' - O C C, (p 0 3 o O n 'C C 0 — Q — co 740 fl 6 a Z 7m Z (1 (1) j (D O n� O C O ll �`G Q D 3 . OQ Q Q T OD a�6n O m= ^ c o ncx0 n N o 3 . < , 0 • .� D 3 0 a3 0 o v -D -. 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(D (° 3 in N N C D O o (D a O 003 O 3 c a C (° 9 .Z 3 (D D / Gelf 0 5. ❑ ❑ _a O 3 - O D- (D .a 0 0 ? 7 ( N- D 0 Z o — . 0 O ( O 3 s N ° p ° c 0 (❑ 0 0 a O o D ., 0 O C. 0 -"J ❑ y-< 7'J 0 ..-5'-' 3 0 0 ~ DJ 3- Q 0 '0 (D - O 0 p 3 ° N J N o' 3 o . o O 0 (D �a N (D ❑ ° N j ' O O 0 m c -4* a n' ,° m 3q -ga 3J J . ❑ 0 0 o aJ o 0 a ❑ C p D N N a N 6 0 'O ❑ 2° 'B 0 N a o J O _ O 7' 3 3 6 ?❑ J m (D 3 0 m = ° c n ° 3 < ` ; (D 3 ° a o•. ? — 0 °' 3 9 . a a 3 - o 0 n J ''G ❑ 0 n 0 O O N CD ❑ 7 fi .O' 0 0 3 N . ❑ N J 5 3 N m 0 � 0 03 o J 0 ° o ° a o - a < v J 7 CO a _ D N a '' N - 3 0 ❑ 3 7 ' ° N N N a p, ° N° . S p a 3. O J O 3 ( l cc, C 0 til r eve B 1 2 Pcs of 1 3/4" x 11 1/4" TimberStrand® LSL Beam (1.55E) User: 11 /4/2 0 08i1 0410731 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN User: 1 /41208 11:24 AM Pagel Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED t 7 1 ,© e 6'3 1/2" Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Residential - Exterior Balconies (psf): 40.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Floor(1.00) 2600 1707 2' - 8 -3 Uniform(plf) Floor(1.00) 243.0 91.0 2' To 6' 3 1/2" Adds To F03 Uniform(plf) Floor(1.00) 0.0 112.0 0 To 6' 3 1/2" Adds To Wall Above Uniform(plf) Roof(1.25) 123.0 49.0 2' To 6' 3 1/2" Adds To EJ07 SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Wood column 3.50" 1.63" 2448 / 1820 / 0 / 4268 L5 None 2 Stud wall 3.50" 2.24" 1974 / 1364 / 0 / 3338 Al: Blocking 1 Ply 1 3/4" x 11 1/4" TimberStrand® LSL Beam (1.55E) -See iLevel® Specifier's /Builder's Guide for detail(s): L5,A1: Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 4238 3872 8138 Passed (48 %) Lt. end Span 1 under Floor loading Moment (Ft -Lbs) 7469 7147 14389 Passed (50 %) MID Span 1 under Floor loading Live Load Defl (in) 0.054 0.149 Passed (L/999 +) MID Span 1 under Roof loading Total Load Defl (in) 0.092 0.298 Passed (L/776) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL:L /480,TL:L /240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 4" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code SBCC analyzing the iLevel® Distribution product listed above. -Note: See iLevel® Specifier's /Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Beaches Habitat David Brinkley Builders First Source 1700 N. State St. Bunnell, FL 32110 Phone : 386- 437 -3349 Fax : 386-437-3994 david.brinkley @bldr.com Copyright © 2007 by iLevel Federal Way, WA. TimberStrand° is a registered trademark of iLevel °. H:\MITEK63\Jobs\292\29244S\B-1.SmS eve B1 2 Pcs of 1 3/4" x 11 1/4" TimberStrand® LSL Beam (1.55E) TJ-Beam® 68ri User: 1 11/4/24 /20008 111:29:25 9:25 A AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Us Paget Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 5' 11.50" Max. Vertical Reaction Total (lbs) 4268 3338 Max. Vertical Reaction Live (lbs) 2448 1974 Required Bearing Length in 1.63(S) 2.24(W) Max. Unbraced Length (in) 76 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 1649 -1021 Max Shear at Support (lbs) 1797 -1318 Shear Within Span (lbs) 1541 Member Reaction (lbs) 1797 1318 Support Reaction (lbs) 1820 1364 Moment (Ft -Lbs) 3060 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 3872 -2295 Max Shear at Support (lbs) 4063 -2892 Shear Within Span (lbs) 3734 Member Reaction (lbs) 4063 2892 Support Reaction (lbs) 4093 2986 Moment (Ft -Lbs) 7147 Live Deflection (in) 0.049 Total Deflection (in) 0.086 Loading on all spans, LDF = 1.25 , 1.0 Dead + 1.0 Floor + 1.0 Roof Shear at Support (lbs) 4048 -2496 Max Shear at Support (lbs) 4238 -3224 Shear Within Span (lbs) 3910 Member Reaction (lbs) 4238 3224 Support Reaction (lbs) 4268 3338 Moment (Ft -Lbs) 7469 Live Deflection (in) 0.054 Total Deflection (in) 0.092 PROJECT INFORMATION: OPERATOR INFORMATION: Beaches Habitat David Brinkley Builders First Source 1700 N. State St. Bunnell, FL 32110 Phone : 386 - 437 -3349 Fax : 386-437-3994 david.brinkley @bldr.com Copyright ° 2007 by iLevel °, Federal Way, WA. TimberStrand is a registered trademark of iLevel °. H: \MITEK63 \Jobs \292 \292445 \B -1.sms I eve B -2 1 314" x 11 1/4" TimberStrand® LSL Beam (1.55E) TJ- Beam® 6'30 Serial Number: 7004107311 User:1 11/4/2008 11:15:56 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED V r 0,2 13' 7" Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Residential - Exterior Balconies (psf): 40.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 63.0 25.0 0 To 13' 7" Adds To EJ02 SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth Live /Dead /Uplift/Total 1 Timberstrand 3.50" Hanger 706 / 316 / 0 / 1022 1 11.25" N/A H1: Face None LSL Beam Mount Hanger 2 Stud wall 3.50" 1.50" 693 / 311 / 0 / 1004 N/A N/A N/A Al: Blocking 1 Ply 1 3/4" x 11 1/4" TimberStrand® LSL Beam (1.55E) -See iLevel® Specifier's /Builder's Guide for detail(s): H1: Face Mount Hanger,A1: Blocking HANGERS: Simpson Strong - Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger IUT9 0/12 0 No N/A N/A N/A - Nailing for Support 1: Face: 8 -10d , Top N /A, Member: 2 -N10 DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 979 839 5086 Passed (16 %) Lt. end Span 1 under Roof loading Moment (Ft -Lbs) 3212 3212 8993 Passed (36 %) MID Span 1 under Roof loading Live Load Defl (in) 0.230 0.328 Passed (L/684) MID Span 1 under Roof loading Total Load Defl (in) 0.334 0.656 Passed (U472) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL:L /480,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 10' 10" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: Beaches Habitat David Brinkley Builders First Source 1700 N. State St. Bunnell, FL 32110 Phone : 386- 437 -3349 Fax : 386-437-3994 david.brinkley @bldr.com Copyright © 2007 by iLevel °, Federal Way, WA. TimberStrand° and TimberStrand° are registered trademarks of iLevel °. Simpson Strong -Tie° Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. H: \MITEK63 \Sobs \292 \292445 \B -1.sms 1 eve B -2 1 3/4" x 11 1/4" TimberStrand® LSL Beam (1.55E) User: � 7004107311 PRODUCT MEETS OR EXCEEDS THE SET DESIGN User: 1 11/4/2008 11:15:57 AM Paget Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code SBCC analyzing the iLevel® Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Beaches Habitat David Brinkley Builders First Source 1700 N. State St. Bunnell, FL 32110 Phone : 386- 437 -3349 Fax : 386-437-3994 david.brinkley @bldr.com Copyright. ® 2007 by iLevel Federal Way, WA. TimberStrand° and TimberStrand° are registered trademarks of iLevel®. Simpson Strong -Tie° Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. H: \MITEK63 \Sobs \292 \292445 \B -1.sms • leve 1 3/4" x 11 1/4" TimberStrand® LSL Beam (1.55E) Beam ®6430 Serial 1115 m7er:7004 , 0 731 User: 1 111/4/2008 11:15:57 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Us Page3 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 13' 1.50" Max. Vertical Reaction Total (lbs) 1022 1004 Max. Vertical Reaction Live (lbs) 706 693 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 130 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 260 -254 Max Shear at Support (lbs) 303 -303 Member Reaction (lbs) 303 303 Support Reaction (lbs) 316 311 Moment (Ft -Lbs) 994 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 485 -474 Max Shear at Support (lbs) 565 -565 Member Reaction (lbs) 565 565 Support Reaction (lbs) 590 580 Moment (Ft -Lbs) 1855 Live Deflection (in) 0.089 Total Deflection (in) 0.193 Loading on all spans, LDF = 1.25 , 1.0 Dead + 1.0 Floor + 1.0 Roof Shear at Support (lbs) 839 -820 Max Shear at Support (lbs) 979 -979 Member Reaction (lbs) 9 979 Support Reaction (lbs) 1022 1004 Moment (Ft -Lbs) 3212 Live Deflection (in) 0.230 Total Deflection (in) 0.334 PROJECT INFORMATION: OPERATOR INFORMATION: Beaches Habitat David Brinkley Builders First Source 1700 N. State St. Bunnell, FL 32110 Phone : 386 - 437 -3349 Fax : 386-437-3994 david.brinkley @bldr.com Copyright ' 2007 by iLevel Federal Way, WA. TimberStrand and TimberStrand are registered trademarks of iLevel © . Simpson Strong -Tie Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. H: \MITEK63 \Jobs \292 \292445 \B -1.sms i eve B3 2 Pcs of 1 3/4" x 16" TimberStrand® LSL Beam (1.55E) TJ-Beam® 6.30 10:39:59 9:59 A AMM 3oS8r1a 3oo4,o73 User THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN User: 1 11 7/4 Paget Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 24' 4" D C 13' 8 3/4" 0 1O'71/4" Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Residential - Exterior Balconies (psf): 40.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 0.0 112.0 0 To 24' 4" Adds To Wall above Uniform(plf) Roof(1.25) 137.0 55.0 0 To 7' Adds To GE01 Point(lbs) Roof(1.25) 3024 1210 7' - T01 Uniform(plf) Roof(1.25) 475.0 190.0 7' To 24' 4" Adds To Span trusses above Uniform(plf) Roof(1.25) 14.0 6.0 0 To 24' 4" Adds To EJ02 SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Timberstrand LSL Beam 3.50" 1.64" 2600 / 1707 / 0 / 4308 Al: Blocking 1 Ply 1 3/4" x 16" TimberStrand® LSL Beam (1.55E) 2 Stud wall 3.50" 10.16" 9395 / 5719 / 0 / 15114 B3 None 3 Stud wall 3.50" 2.19" 2129 / 1124 / 0 / 3253 Al: Blocking 1 Ply 1 3/4" x 16" TimberStrand® LSL Beam (1.55E) -See iLevel® Specifier's /Builder's Guide for detail(s): Al: Blocking,B3 - Bearing length requirement exceeds input at support(s) 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) -8677 -7391 14467 Passed (51%) Rt. end Span 1 under Roof loading Moment (Ft -Lbs) -19822 -19822 35222 Passed (56 %) MID Span 1 under Roof loading Live Load Defl (in) 0.213 0.339 Passed (L/765) MID Span 1 under Roof ALTERNATE span loading Total Load Defl (in) 0.321 0.678 Passed (L/506) MID Span 1 under Roof ALTERNATE span loading - Deflection Criteria: STANDARD(LL:L /480,TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. PROJECT INFORMATION: OPERATOR INFORMATION: Beaches Habitat David Brinkley Builders First Source 1700 N. State St. Bunnell, FL 32110 Phone : 386 - 437 -3349 Fax : 386-437-3994 david.brinkley @bldr.com Copyright ° 2007 by iLevel°, Federal Way, WA. TimberStrand and TimberStrand° are registered trademarks of iLevel °. H: \MITEK63 \Jobs \292 \292445 \B -3.sms eve B -3 2 Pcs of 1 314" x 16" TimberStrand® LSL Beam (1.55E) TJ-Beam®6i3M 7004107311 User: 1 11/4/2008 /2008 100:39:59 9:59 A AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code SBCC analyzing the iLevel® Distribution product listed above. -Note: See iLevel® Specifier's /Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Beaches Habitat David Brinkley Builders First Source 1700 N. State St. Bunnell, FL 32110 Phone : 386 - 437 -3349 Fax : 386-437-3994 david.brinkley @bldr.com Copyright ° 2007 by iLevel', Federal Way, WA. TimberStrand and TimberStrand are registered trademarks of iLevel ® . 11, \MITEK63 \Jobs \292 \292445 \B -3.sms ' • .. 1 eve B3 2 Pcs of 1 3/4" x 16" TimberStrand® LSL Beam (1.55E) Td -Bea, 1/4/2008 8 100:40:00 00 A AM 0140M 0410731 User: t 11/4/2 PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page3 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 13' 6.75" 10' 5.25" Max. Vertical Reaction Total (lbs) 4308 15114 3253 Max. Vertical Reaction Live (lbs) 2600 9395 2129 Required Bearing Length in 1.64(W) 10.16(W) 2.19(W) Max. Unbraced Length (in) 82 81 292 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 1373 -2729 1983 -571 Max Shear at Support (lbs) 1673 -3232 2487 -1067 Shear Within Span (lbs) -941 N/A Member Reaction (lbs) 1673 5719 1067 Support Reaction (lbs) 1707 5719 1124 Moment (Ft -Lbs) 6635 -7406 1673 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 1531 -2997 2205 -649 Max Shear at Support (lbs) 1889 -3559 2768 -1204 Shear Within Span (lbs) -999 N/A Member Reaction (lbs) 1889 6327 1204 Support Reaction (lbs) 1930 6327 1267 Moment (Ft -Lbs) 7174 -8163 1904 Live Deflection (in) 0.010 0.002 Total Deflection (in) 0.119 0.012 ALTERNATE span loading on odd # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 1548 -2979 2033 -521 Max Shear at Support (lbs) 1906 -3542 2536 -1018 Shear Within Span (lbs) -981 N/A Member Reaction (lbs) 1906 6078 1018 Support Reaction (lbs) 1947 6078 1071 Moment (Ft -Lbs) 7293 -7926 1521 Live Deflection (in) 0.013 -0.004 Total Deflection (in) 0.122 -0.018 ALTERNATE span loading on even # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 1356 -2746 2155 -699 Max Shear at Support (lbs) 1656 -3250 2718 -1253 Shear Within Span (lbs) -959 N/A Member Reaction (lbs) 1656 5968 1253 Support Reaction (lbs) 1687 5968 1317 Moment (Ft -Lbs) 6516 -7643 2065 Live Deflection (in) -0.003 0.005 Total Deflection (in) 0.106 0.015 PROJECT INFORMATION: OPERATOR INFORMATION: Beaches Habitat David Brinkley Builders First Source 1700 N. State St. Bunnell, FL 32110 Phone : 386- 437 -3349 Fax :386- 437 -3994 david.brinkley @bldr.com Copyright ° 2007 by iLevel °, Federal Way, WA. TimberStrand and TimberStrand are registered trademarks of iLevel °. H: \MITEK63 \Jobs \292 \292445 \B -3.sms • l ere B-3 2 Pcs of 1 3/4" x 16" TimberStrand® LSL Beam (1.55E) 1m 7004107311 User: 1 11/4/21/4/2 0008 100:400:00 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN User: Page4 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Loading on all spans, LDF = 1.25 , 1.0 Dead + 1.0 Floor + 1.0 Roof Shear at Support (lbs) 3539 -7391 5151 -1371 Max Shear at Support (lbs) 4118 -8677 6437 -2639 Shear Within Span (lbs) -2826 N/A Member Reaction (lbs) 4118 15114 2639 Support Reaction (lbs) 4184 15114 2783 Moment (Ft -Lbs) 18879 -19822 4003 Live Deflection (in) 0.192 0.011 Total Deflection (in) 0.301 -0.044 ALTERNATE span loading on odd # spans, LDF = 1.25 , 1.0 Dead + 1.0 Floor + 1.0 Roof Shear at Support (lbs) 3664 -7266 3925 -462 Max Shear at Support (lbs) 4242 -8553 4791 -1315 Shear Within Span (lbs) -2702 N/A Member Reaction (lbs) 4242 13343 1315 Support Reaction (lbs) 4308 13343 1410 Moment (Ft -Lbs) 19728 -18137 1478 Live Deflection (in) 0.213 -0.047 Total Deflection (in) 0.321 -0.057 ALTERNATE span loading on even # spans, LDF = 1.25 , 1.0 Dead + 1.0 Floor + 1.0 Roof Shear at Support (lbs) 2254 -5050 4681 -1840 Max Shear at Support (lbs) 2663 -5915 5967 -3108 Shear Within Span (lbs) -1979 N/A Member Reaction (lbs) 2663 11882 3108 Support Reaction (lbs) 2707 11882 3253 Moment (Ft -Lbs) 11639 -14921 5555 Live Deflection (in) 0.071 0.040 Total Deflection (in) 0.180 0.049 PROJECT INFORMATION: OPERATOR INFORMATION: Beaches Habitat David Brinkley Builders First Source 1700 N. 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E-iW o -ZO u°"i 0 \ En E P4 o 0 o c] CQ Z A a w d 0 gq 0 I as 0 ,,N qi `` •••• N•• • • y ••• • V • ‘1 ,1 ) `° i J ; 0 O ai J •0 CC CO 41111•1111110 ULTIPL - E E CONNECTIONS FOR Either BEAMS Uniform Load— Ma ximum Un Load Applie to E ither Outside Member {PLF} Connector Pat Assembly A Assembly B Assembly C Assembly D Assembly E Assemb F T ?" 2" " e Number of Connector Gonnectoriype Rows Dn Center Spac ~~ 211 2' ,w.n.n,,, 2 ml 1 ( — --.1 1-- 4 -i f 1-� I� k,,,___4 - - - 114' 1� 1 3 z 1 3 134" 1 +" 31/2„ 5 " 51/4 y" _ 7" 1 2 PIY 3 - Ply 2_Ply 3 -ply 2-ply 4-ply Od (0.128" x 3 ") 2 12" 370 _ -.- 280 280 -r 245 Naito) 3 12 555 415 415 , 370 860 425 24' "' 505 380 520 465 340 ' / A307 Through Bolts 2 565 455 1 635 475 655 _ 580 1,015 i6 760 570 785 695 1,290 505 24" 680 510 510 45 `.:..:.. I SDS 1/4,, x 3,h,,(3) 3,h,,(3) 2 19.2" 8 50 640 640 16 1,020 765 765 _ 680 24 455 465 _ SDS i / e " x6 "tsxar 2 19.2" 565 580 565 16" 680 1 695 680 24" 480 360 360 328 400 50 ItSP W535 tal 2 19.2" 600 450 450 16" 715 54 540 480 24" 350 525 3 USP WS6 01(4) 2 19.2" i 440 :� �. 66 0 4 40 .. 16 fir 525 790 525 24" 635 475 475 425 F 3 :L o 2 19 . 2" 795 595 595 530 irusst 16'' 955 715 715 ? :, 63 555 480 24" 500 500 4 4 5 445 5 " TrussLbkl3r 2 19.2" 625 625 55 5 . 600 16" 750 750 665 725 665 24" 445 620 445 63/1" 2 1 9.2" 555 170 555 rrusslokr 16" 665 925 665 (1) Nailed connect bled for 6" on- values may be dou imum center or tripled for 4" on- center na spacing. (2) Washers required. Bolt holes to be Ms" max. (3) 24" on- center bolted and screwed connection values may be doubled for 12" on- center spacing. (4) 6" SDS or WS screws can 300 PLF 415 PLF be used with Parallam� PSL and Micrailam® LVL, but are not recommended for limberStrand® LSL. Uniform Load Design Example General Notes i� ''''‘''''','1,1,,, s o' 8 '4,) , • Connections are based on NDS 2005 or manufacturer's code report. B • Use specific gravity of 0.5 when designing lateral con nections. ,r: • Values listed are for 100% stress level. Increase 15 %for snow loaded roof ' E :` a conditions or 25 %for non snow roof conditions, where code allows. ■ Bo Ita lic cells indicate Connector Pattern must be installed on both sides. Stagger fasteners on opposite side of beam by f the required Connector Y Spacing. First, check the allowable Toad tables on pages 16 33 to verify that three • Verify adequacy of beam in allowable load tables on pages 16 33. pieces can carry the total load of 715 plf with proper live load deflection • 7" wide beams should beside loaded only when loads are applied to both sides criteria. Maximum load applied to either outside member is 415 plf. For a of the members (to minimize rotation). 3 ply, 1 /n" assembly, two rows of lOd (0.128" x 3") nails at 12" on- center is good for only 280 plf. Therefore, use three rows of IOd (0.128" x 3 ") • Minimum end distance for bolts and screws is 6 ". nails at 12" on- center (good for 415 plf). • Beams wider than 7" require special consideration by the design professional Alternatives: Two rows of /z" bolts or 3/4" x 3 " SDS screws at 19.2" on- center. 3 8 'Level Trus Joist' Beam, Header, an Column Specifier's Guide TJ -9000 July 2008 MULT1PLE-MEMBER CONNECTIONS FOR S1 DE-LOADED BEAMS Point Load -- Maximum Point Load Applied to Either Outside Member (ibs) Connector Pattern Assembly A Assembly B Assembly C Assembly D Assembly E Assembly F 2 M 2" 4 70.. ,�� 2" T T Number of Connector Type Connectors 2" s ' 2" 2" 3, . '4 13/4 " 1W 13/4" 31/2" 134 " 31/2." 114" 31/2" 1W" 3 5 51/4" 7" 7 .. 1" 2-ply 3-ply 2 -ply 3-ply 2 -ply 4-ply 6 1,110 835 835 740 10d (0.128" x 3 ") 12 2,225 1,610 1,670 1,485 Nail 18 3,335 2,505 2,505 2,225 24 _ 4,450 3,335 3,335 2,965 SDS Screws 24 _. _____ 1,915 1,435 1,435 1,275 1,860m 1,405( ' /4" x 31/2" or WS35 6 2,870 2,150( 2,150 1,915 2,785' 2,110 /4 ' " x 6" or WS61" g 3 2,870 2,870 2,550 3,115r 2,810' 4 2,545 1,910 1,910 1,695 1,925m 1,775 31/4" or 5" 6 3,815 2,860' 2,860 2,545 2 890 2.665 Trusslok" 8 2 5,090 3,815 3,815 3,390 3,855 3,550 (1) 6" SDS or WS screws can be used with Parallam® PSL and Microllam® LVL, but are not recommended for TimberStrand® LSL. See General Notes on page 38 (2)31/2" and 3 /a" long screws must be installed on both sides. (3) 6" long screws required. (4) 5" long screws required. Point Load Connections Point Load Design Example 3,000 Ibs 4 or 6 - Screw 8 Screw Nail Connection Connection Connection 1 10d (0.128" x 3 ") nails, e SDS or TrussLok" SDS or TrussLok" typical. Stagger to prevent i e; screw, typical screw, typ ical splitting. r � ' / II) ' > Al 14 *,,,,,,%---„ " 2" spacing, typical 2 ", typical • l `) top and ' • i First, verify that a 3 -ply, 1 x 14" beam can l,l bott ' i,8, ! 2 " support the 3,000 lb point load as well as all ,� 1 Equal � ��, 1 " other loads a %pplied. The 3000 lb oint load ?'., I r► a p '' y �tm" .� m , p ' nimum is being transferred to the beam with a face ��� Jspacmg 10' �) spacing, mount hanger. For a 3 -ply, 13/4" assembly, %z beam depth 2" 2" typical eight 3 TrussLok'" screws are good for There must be an equal number of 3,815 Ibs with a face mount hanger. nails on each side of the connection MULT1PLE-MEMBER CONNECTIONS FOR TOP-LOADED BEAMS 13/4°`-Wide Pieces on both sides. Stagger fasteners on opposite side • Minimum of two rows of h" bolts at 24" on- center • Minimum of three rows of lOd (0.128" x 3 ") nails of beam by 1/2 of the required connector spacing. staggered. at 12" on- center. • Load must be applied evenly across entire beam • Load must be applied evenly across entire beam Minimum of four rows of IOd (0.128" x 3 ") nails at width. Otherwise, use connections for side - loaded width. Otherwise, use connections for side - loaded • beams. beams. 12" on- center for 14" or deeper. • If using 12d -16d (0.148 " - 0.162" diameter) nails, 31/2"-Wide Pieces the number of nailing rows may be reduced by one. • Minimum of two rows of SDS, WS, or TrussLok'"' screws, 5" minimum length, at 16" on- center. "� • Minimum of two rows of SDS, WS, or TrussLak'" It. �� screws at 16" on- center. Use 3 minimum 6" SDS and WS screws are not recommended for f y length with two or three plies; 5" minimum for use with TimberStrande LSL. Connectors must 07 r> 4 -ply members. 6" SDS and WS screws are not be installed on both sides. Stagger fasteners recommended for use with TimberStrand® LSL. For on opposite side of beam by 1/2 of the required Multiple pieces can be nailed or bolted together i spacing. 3- or 4 -ply members, connectors must be installed to form a header or beam of tile required size, up to a maximum width of 7" 'Level Trus Joist' Beam, Header, and Column Specifier's Guide TJ -9000 July 2008 39 BEARING HEIGHT SCHEDULE / ' '•..„„ 8 ' Z "' 1 � I '''' . ' ' ' a... j • „,,, , „, .._........_. ....._..... ________ .... ... ,%' ,.. .. .__......,_ , ... . . � � • NOTi =S: v L A s` _) REAR TO SCSI I 03 (BUILDING COMPONENT SAFETY '1 II INFORMATION BOOKLET) - REFER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REQUIRED. I'Ll 2) FLRAMIUSS6S (INCLUDING T B E COMPLETELY LETELY DECKED OR REFER 1 . TO SPECIAL DETAIL FOR ALTERNATE BRACING x- 1/ REQUIREMENTS �., 3.) ALL TRU55E5 ARE DESIGNED POR 2' 0 . MAYIMUM SPACING, UNLESS OTHERWISE NOTED. 4 -) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO BE LOAD BEAR) N0- UNLES5 --4 HERW15E NOTED. II II U) -1.0 ' (�'�'' C.)— I • - '-t' --1T) 1 1 k r� ` t : 4 ' 5 � Yp2 TRU55E5 MU T BE INSTALLED WITH THE ■ ft •, . • I • • '. S b le - O u) ,,J.'. BEING UP., c�� ,vw ,K • �.\ ` � ��� • • . ♦ , . . x . , . . , V . � \ w � \ a . , . NJ, x . . X, a ,, , . � \ v e . by anti � � � ,*,: L 6.1 ALL ROOF 15255 HANGERS TO BE 51MP50N HTU 26 Il-.i U--I , ` —J R ,1 UNLESS OTHERWISE NOTED. A FLOOR TRU55 �J LL HANGERS TO BE 51MP501) 2554 22 UNLESS I \ 1 OTHERWISE NOTED 1 . J ALL MATERIALS LABELED LDE "BY BUIR"h'IL1 . 0 C NOT BES SUPPLIED BY BUILDERS FIRST SOURCE Z I I II a 5.1 THIS TRUSS PLACEMENT DIAGRAM 15 PREPARED � C • SOLELY TO PROVIDE THE TRUSS INSTALLER WITH THE a _ LOCATION SPACING OF THE INDIVIDUAL I. ,, CORRECT LOCAT O 0 , TRUSS COMPONENTS- 7515 PLACEMENT DIAGRAM '.I C . CONTAINS NOTHING OF VALUE RELATING TO THE ENGINEERING AND/OR DESIGN OF THE TRUSS tt 1 - = COMPONENTS AND 15 NOT INTENDED TO BE SUBMITTED $ Z TO ANY B2I1DING OFFICIAL FOR PERMITTING PDRPOSE5. S C �• PLEASE REFER TO THE INDIVIDUAL COMP0NEI12 d i Z DRAWINGS THAT HAVE BEEN REVIEWED AND SEALED '.I I A ID .I BY OUR TRU55 DESIGN ENGINEER FOR ALL PERTINE11T YL / _ E t -7 INFORMATION. I - / . j ! a Builders o -- -. .~- . -- . � : o . FirstSource k E a ,� �' Jacksonville E ll � , PHONE. 904-772-6100 FAX 904-772-1973 � �\ Bunnell f E ,"•'. PHONE. 386- 437 -3349 FAX 386 -437 -3994 • E . , Lake City PHONE: 386-755 6894 FAX. 386-755-7973 Sanford I , / • . __ PHONE 407-322-0059 FAX 407-322-5553 ' 3 E • j Freeport i PHONE: 850-835-4541 FAX: 850 -835 -6835 E Treasure Coast � '5 _ _.. PHONE 772 -468 -8160 FAX 772 -468 -8181 �/ 1 t E� Tampa � $ PHONE. 813-621-9831 FAX. 813-628-8956 E z ' I BUILDER B _ t'a is �_ / s Habitat w s Beaches / • 11 LEGAL ADORERS. 24'6 0 + 24'0'0 1 1101 -1103 SCHEIDEL CT MODEL Revision NA _ Custom Q ” By NA �'. I DRAWN BY. Oripinal Reference* j�6�j \�/ z / „\ w • 1 ° 12/02/09 MSK 320667 ,/J 7 _ y !i - ial Level Jobli 2nd Level Job /I Roof Job. 320707 320667 HPPROUED TRUSS ANCHOR BY BUILDER SOUARE CUT OVERHANG • HEEL HEIGHT = 2x4 STD BOTTOM = 2x4 MIN 2 `� TOP = 2x4 MIN 40 ; _ __ _- % i Pe f `— 12 J it � 1' 4 r, 41111 11111 T' '� TRUSS –NT U–TAIS �� ' iii i / / • ■ ■ i 24'6"0 _- 24'6 "O 16'0'8 160 '8 N LS FGO I , _ FGO1'� - FO 1 5 4 0 0 O o F O 15 1 a, ;FO 1 9 �'.. 'L u X01 C £ I �,, '( 7'8 "8 _ 7'8"/3 0 'I O O L � c� s , 0 a 2 Stairs L(� 1 LCD lf� 1� Ln e . ` : O O O O 1 '-- � l am + IL_ I_ >L 0 110 C 4„ r 1- F05 24 OC spact - FO5 24' OC s acm C 44 1 �2 t{ t,- F �F�O V ? — FO I C tit 5 FOI F01 I F01 a FO -I FO t t7 • FO _I FO I , E � 7 FO ;j ° F0I F0 -1 E 1 7 F0 I FO I 17 E �7 F01 FO F01 F01 E l7 F01 FOI E I7 F0:1 - FO FO 1 - Q,I. 1 E �0 7 F01 FOa FO I FO I E1 =03 FO;. 1 = B3 sit on to of B I PO3 and B3 sit on top cF0' E OP O O � .. FO3 and F -_ -_ -- -- ._ _ -- _ . _ - - Covered - Porch - O _ _ overed Porch _ AID ^ a _ - N N N 6 N N F. << ;� N N N N N OOC\1 N N N 1 N N N I N 6 N N N N ��� 1 n o n -, n n n.. 0 ,,o 0 0 o 0 0 .0 .n ,n n n n n 0 -) --) I� ---) UU-J --) ---) ' -� -) ' -) -� -) --) '--) -) .. -) .- --) : "7 -) -) 1 --) -) --) - r I w w i_ LLJ ,,. ,1 1111 w w w L U-! W ca 11 I w w w I w w !... ULJ _ -. �, L4 w w w 24'6"0 1 24'G"0 13 " I0'5'8 I0'5 "8 13'7 "0 .:c r CITY OF ATLANTIC BEACH I I I I 8 00 SEMINOLE ROAD, ATLANTIC BEACH, FL 322 V _., .. _ .... i •:.; OFFICE (904)247 -5826 * FAX NO.:(904)247 -5 BUILDING- DEPT©COAB.US pl. ;.__ ' ` BUILDING PERMIT APP I Ild Isi DUVAL COUNTY 1, JOB ADDRESS:; 2. VAL 1 .F ORK: 3. "SO. FT. UNDER ROOF 1 QJ 5 E t T7 Et, C-7-. '4105, lam: , ir i 7 4. LEGAL DESCRIPTION: 5. CLASS OF WORK 6. USE OF STRUCTURE: Jj4EW BUILDING ❑ DEMOLITION ORESIDENTIAL LOT _ BLOCK SUB DIVISION ❑ ADDITION ❑ CONVERTING USE 13 COMMERCIAL 7, DESCRIPTION OF WORK: 13 ALTERATION ❑ ACCESSORY BLDG. 8, FIRESPRINKt.ER: ' S =/ ) ❑ REPAIR ❑ POOL I SPA ❑ YES ❑ N/A "' e 4"-"D 4"-"D C7C, ❑ MOVE ❑ OTHER NO PROPER OWNER:" CONTRACTOR:`' ARCHITECT/ ENGINEER: ' 9. NAME: (� 15. CO9ANY E /t. 23. MP jute ) S 16. NAME 24. LICENSEE NAME 10. ADDRESS: 17. STATE 99F FLORIDA LICENSE 1 25. STATE OF FLORIDA LICENSE NO.: /el,/ t "--1- xt --t:11 4Jc. AO 2/ .V 7 510 18. ADDRESS: 26. ADDRESS: 444, 53 , P L. 3zZ �i.s 1671 Fr,r..ti c,_ s -4-1 .7 (Gf Lr 77 g.44/s) .4-4-5 1 FL 3 4;7 f; 4 s , rc- 3 z 11. OFFICE PHONE: 1 12. FAX NO.: 19. FFICEPHONE: 20. FAX NO.: 27. OFFICE PHONE 28. FAX NO.: ZA/J -/ .- ! l//- /31c7 - ' 9- /2_22- Z4/1- /31 r•---1-77z_-4) `rte - GIs - qo, 13. CELL PHONE 21. CELL PHONE 29. CELL PHONE 33 5` / 7.- 7,e 335 2276 14M 22. EM4tL A S: // 30. EMAIL ADDRESS: FEE IMP HER THA TITLE E HOLDER: ` BONDING COMPANY: MORTGAGE LENDER: (IF 31. NAME: 33. NAME 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior 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 null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. W ARNING TO OWNER ***- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR i'lN %yTTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR y( (If Agent, Power of Attomey or Agency Letter Required) /� ��/ (Qualifier Only) Signed: / .""C If 4.+ --�� Date: 1 ) 14 1)(o Signed: / %..P}' .- • Date: 1 ) ) Before me this N day of //'� , 2009 in the county of Before me this /y day of , 2009 in the county of Duval, Stat lorida, has personally app ared Duval, StaTarida, has person y appeared herin by himself / herself and affirms that all t e m ents and declarations are herin by himself / herself and affirms that all s and declarations are true and accurate. ` / (/ true and accurate. Notary Public at La • - tate of / , • • un of a' ^ Notary Public at Large to - of L " , Coun of Air XPersonally Kn. in Personally Known 1 ❑ Produced Identt - - . ^' "^ I / Produced Identficatio . 'owl No 1 ZIi!!f�'��Tf�tlAl�li NotarySrgnatu ,•inirmar ` �= • k - u. Ic - . ' 0 on a ", SHIRLE ; L. GRAHAM I D i , A - State of FIG ' da l ► 1 0 0 P 1 r, I l ;'�� �.`� : Nota P ublic el ,, •,F,t M .W, y 01 ' r ∎ • : �. ` • My Commission Expires Feb 14, 2010 _ _ " : :4 ":4 ' " 4. . Commission # DD 518533 6 :a aide •111. til 0 A • : :; { 41;'•''Ol ;" 4 • F oF ;;; Bonded By . II- • .. 1 • .� ++ ♦ V • `` 11 ONS. n. No REVIENVED B ' :. DATE; /-.)/-/0 ;) /'/0 � COpv l j LE 1 °. y\ \ ,k111 x1048 ',Z.. CGNCREIE xtf6 1 x,a 23 1 eg xt,w 1 ` , t, p pVEME 1 .1. %I,,, CORN `gig; ,, ,8 11,15 ,t 70 ES / " 4.,x Rf(�.fT Lk' µ, l n , tl .1- - -43- r fexa ` --r-.. it aAt COF 6 . *, 9 11.3 ..x %la ,10,,, a :A .`` GUTtE, +�,, 2 ■ •` �� 1408 n,•••• to 43 yr ,. . X18; I f.gt ,(� \ a 1 \ °A(1' ft.1 x122 x,x., 1 iI t 1 � W`ie: rq� : x , � ( ] s #1 122x \ n o " n 1 1', ' ' " °.$ a \ - ° a l T� 2 Nli `" 1 ST 1 _A V O t t I11 r , 5BED 1111 x 1 4 �t o. , t I INS - 2 I ,, rsu ID Sr '1 x12, .. U i23x ' ti 4 2' I ^ ° V °° ? 5B 1 SA x`2.2 °� I ° A5 111 . °° e' - ° • Or --.---Wilai . . ' , :,3 W —I w�± 2 " 30 E POR I I SCHE} -EL P LAT 8G°K 57, pt Cor sa I c opula D UMPSTER CONSTRUCTION MANAGEMENT PLAN NOTES: 0 0 q 1. PARKING WILL BE AT SUNRISE COMMUNITY ct T CHURCH. Q i 2. CONSTRUCTION POD (8'x12') WILL BE AT SUNRISE Nr �?��� /� 1 - FILE COP, r t ( ,, COMMUNITY CHURCH. - ,i �Z ' ______ k max- 1y. `�. 4. -: I✓ 10 °vCR�k C °R9 0 ,j10.3 r° f� p y°wr ' /� �4 V" ' x11.1 ,. � SA X10.90 • \ 120` CON0RE7E 011.6 x10].3 , ORIVL X11.50 pSpH NI I 11.3 ppVEMENT 1 X11.1 x,1.15 S C o //�� / °I�9F r <5 1 1. 0 � /, >!% 1 ] 1.5_ 11 .2.5 R T DF WA 4� / \j I /3'WGOO FENCE - 7 <'4q C` Y (F.4 (,..,-,-13,f x \r r.0Q,Sg Gf • xt1.IC 10.79 9 UV2 qw ` \x 4 07. 4 59r & " 19.e (..1.1.---,,,,,t., . Y11.0 1169 1 \ 0 .10.97 x,1.1' x11.1 2x9 +c,,,,.. %I,.3 • x10 VALLEY 0 U17E 0F " - 83'90' 11. R1.72 \1� 1,.08 ,.. 10.91 e� S � p 2r SA';G .\ , SET 6No. L MARK: MAGNAIL do � '-'11/10 '-'11/10 73 7 "Al / No. 63672 • rr.s1 1 x DISK, D. (1924) N E ��w q 1 . a 1 ' G � x 1O3 /1 A.V �'" '' 7 p " ELEV. 11.69 N.G. V, € RR x w.9 /�11 ° x19.9 xI 1.B ' `7 J . . xlt. t %';',1Z4- '� .1 j N•y Rly ;y k, ! O C y'J;� r1 P WE �� J6 x,1.1 SOS +�1 QV ml '-"/,-.:7-i',. 1 i 3 x11.1 O x11.2 LN Gq 1 L P N SO US: � xll.fl 6 J^ -- - c.? * ' ='' '4..'\ 7,,1109 V X35 -*lc f� s� � ,x:3'. r ` `JWWwx1�r ,,,�,� \ ,,1J X,1. I1.Ix ° e 1'Y • 1206 .G70•,µ 1 ' ' . ns ^ \ x1 x - \,:', ppHpLT ' I Ir, 7 s' °AVEMENS T K'� FtA 1 \ 1 , '' ;' \ 7777 ` 791F 011 11 p a5. 1 x `/1i1j• 11.17 I 11.3 \ \ 1 ` , 1 1 11.°9 °rnwrt I 111` 1 H I/�///� ^ ` \ I x11.91 x11.9 " I 'V9G 10.6% x9 \ 0.20 I 1 1. o \ IR• %112 '1,5 N I' l l 2, 7 A'Ah N A - 2 . ,. O x11.1 \ 010.9 I 0 1 6• a IG , *10,1, „ 112 1 9 0 ___,.3 'q 1 WOCI \ C C. „.10.,2_,_, 0 6 0 C. h I 1182'54'30 "E EIDE PAGEOURT I SG s9 & PLAT ROOK 57, I I � I LONDOM!IJNM UN!71B ', ' DF LONOOM!MUMSftT 0 5 10 20 1 I � 0, _ I I 1 Er . G, O /�a Q0 ' n ". Pf I(T OF X r� 0 1 H -2 R Z C--) o = = o W 1 v C 1 w "-- OD P4 C-5 r- _ / O Z w I 1 I U 9F n PARKING AREA ``' O = m s LT] o U ' o W = I SILT FENCE (TYP.) x N w [ -+ Ci0dk J0, C l O 9 \ A U I - o, ! 3 • CONSTRUCTION POD O IP.Y S • n LOOM 9.31 / S ' 103 , 0 4k I i p �' in 5X • 11T B ,.x # DRY — ._ I / )ROOM a f Ik / ' S ILT FENCE (TYR) so 1111r9j -^ • 1 TREE BARRICADE I -12 !�..ir>r, l ' . 1 1 (TYP.) —11 :21 SUNRISE COMMUNITY CHURCH -- 74.37 1 � , 1 \t„, , -O —LET 0 I oup 9 ,0, I ' �tz I I C 6 61ae JNS ,t1 .1 1 1 !� n� I N 3 s') 1 i-2 I J GJ O O } m rl 1:r } CO M Q ■ 11 0 I m Q W A:0 \ W E . W > m %� a w a a 9 T OF REFERENCE I- SHEET 20 0 10 20 N8919'35 "E 1280.00' I ____— __- - - - - 1 ATLANT B OULEVARD 1 ATE ROAD NO. A -1 -A & NO. 10 SCALE IN FEET 100• RIGHT OF WAY (PAVED) ) TOPOGRAPHIC SURVEY OF THAT PORTION OF CORNELL LANE LYING SOUTH OF LOT 4 OF CORNELL ONE, AS RECORDED IN PLAT BOOK 55, PAGES 91 AND 91A, AND LYING NORTH OF TRACT "C" OF SCHEIDEL COURT, TOGETHER WITH A PART OF TRACT "C ", AS RECORDED IN PLAT BOOK 57, PAGES 99 • AND 99A. OF SAID COUNTY. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE E E EST OM T E20 POINT OF INTERSECTION OF THE EASTERLY RIGHT OF WAY LINE OF MAYPORT ROAD (STATE ROAD A -1 —A, AS AN FOOT RIGHT THENCE NORTH 89 '19'35 EAST, ALONG THE NORTHERLY RLLINE (STATE SAD ATLANTIC BOULE NOW VARD, A ESTABLISHED AS DISTANCE RECORDS OF F DUVAL O COUNTY, FLO IDA; THENCE O NORTH 0705 30" WEST, ALONG DEED W S LANE PAGE 222 LAND,F THE CURRENT PUBLIC A DISTANCE OF 930.01 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 07'05'30" WEST, ALONG THE WEST LINE OF LAST SAID LAND, ALSO BEING THE EAST LINE OF SCHEIDEL COURT, AS RECORDED IN PLAT BOOK 57, PAGES 99 AND 99A, OF AFOREMENTIONED PUBLIC RECORDS AND ALONG THE AS TT O RE RF OF PORTION , CR EL CORNEAS RECORDED IN ORDINANCE NUMBER 91 AND 91A OF AFOREMENTIONED PUBLIC THE RECORDS; T HEN CORNER OF LOT 5" WEST, ONE, O FC TH AT; THENCE NORTH E Li W ALONG THE SOUTH NUMBER R 65-07-35, SAID LOT 4ABDISTANCE 1 OF 83.90 FEETNOTHENCEGSOUTTH 0705'30" OF THAT PORTION OF CORNELL LANE CLOSED BY ORDINANCE NUMBER SCHEIDEL 57, PAGES 99 AND 99A, NA OF THE OF RIGHT FEET; THENCE LINE THE CE NORT 8254' EAST ARTING SAD EAST OF WAYPLNE, B OK DISTANCE OF 74.37 FEET TO THE POINT OF BEGINNING, CONTAINING 6,286 SQUARE FEET OR 0.14 ACRES MORE OR LESS. I Fa I id I 1 f'tx VAEt 1 4VR x 11.1 QM , I NOTES % I 4,4,,,,;.\-,. .n c°,�, °R Dfe e 0 0/� 2. BEARINGS ARE BASED ON THE EAST LINE OF 1. THIS IS A ` \' ^ >z� / 08 $ p AOf CAPTIONED L BEING NORTH 07'0530" WEST. THE \ z j? SEWER CMA H MARK USED HOE NEAR IS THE SOU CORNER S OFR OT 1, I \ SCHEIDEL COURT AS RECORDED IN PLAT BOOK 57, PAGES i %,u.v \ % "' 99 & 99A. ELEVATION = 11.92 N.G.V.D. (1929) I x 100 ' :0.3 1 ■ x8.6 01 m 1 1 Y x10.7 } _,, x 5.5 ' 11 1 Y 1 X10.0 a S 1.2\ SA 1 `` z < N O /� SET BENCH MARK: 1/2 IRON �� T P;PE, RED CAP LB3674 f gR 1 1 ELEV. 10.0x. N .C.V.O. (1929) I ZA mN 109% 8dVt l o.6r CT "'i� ' 4 s,3 O m °, I %lo.v 1 ` c 1 'O e t \. ° I °xx 1 ° F ■ ; • �i °' PRE 6 ' jaw ._% 10 > %_'r —+{lo. \ I 1 % 11.6 1 1 .3T x12.4 1% o 1 0 , • \81 0.6 x12.3 m \ 1 1w I C, ; : I THIS SURVEY WAS MADE FOR THE BENEFIT OF HABITAT FOR HUMANITY OF THE JACKSONVILLE BEACHES. m ■ 0 'o I n, -.arc I 0 0 5 • `p 00 -1 O\ LA . 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"t _ CD pi -C Cr O a p v) - 0 O C CD O cc) CD G (4 . `C x O rrl ( p� D C MI C =• co P Ort ` a a *Ti ='' • ~ • ° O 0 cc) 0 IC~ O .ics p C11 n a . a •'�� `° K 8 ' „ o co 0" � , . ' r+ 0 ..t N o-trla o • k -P 43 C CD O. C ~ o a n 5. 0 N ° w CA CA co 0 `' W P "h " D (D n a• ° c D x E - CD co a 7 ^* CD ��. a CD n p o' ° P 6 FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name Habitat Beaches 2 Stry 5 Bd w storage Builder Name Habitat For Humanity,Jacksonvi Street. I I v 3 S (-4 f 1• a. <7-- Permit Office Jacksonville City, State, Zip / l 1 LAIt; Tic- .66:h z if, 1L .321-33 Permit Number. Owner Habitat For Humanity,Jacksonville Beach Jurisdiction Design Location 1 New construction or existing New (From Plans) 9 Wall Types Insulation Area 2 Single family or multiple family Multi- family a. Frame - Wood, Exterior R =11.0 1288.00 ft' b N/A R= ft' 3. Number of units, if multiple family 1 c N/A R= ft' 4. Number of Bedrooms 5 d N/A R= ft' 5 Is this a worst case? Yes 10 Ceiling Types Insulation Area 6 Conditioned floor area (ft') 1622 a. Under Attic (Vented) R =30.0 848 00 ft' b. N/A R= ft' 7 Windows Description Area c N/A R= ft' a U- Factor Dbl, U =0.47 134 00 ft' SHGC SHGC =0.41 11 Ducts b U- Factor N/A ft' a Sup Attic Rel Attic AH. Interior Sup R= 6, 317.2 ft' SHGC. 12 Cooling systems c U- Factor N/A ft' a. Central Unit Cap 30 0 kBtu /hr SHGC SEER 14 d U- Factor N/A ft' 13 Heating systems SHGC a Electric Heat Pump Cap 30.0 kBtu /hr e U- Factor N/A ft' HSPF 8 SHGC 14 Hot water systems 8 Floor Types Insulation Area a. Electric Cap' 40 gallons a Slab -On -Grade Edge Insulation R =0 0 779 00 ft' EF 0 92 b Floor over Garage R =19 0 48 00 ft' b Conservation features c. N/A R= ft' None 15 Credits Pstat Total As -Built Modified Loads: 30.61 PASS Glass /Floor Area: 0.083 Total Baseline Loads 40.62 I hereby certify that the plans and specifications covered by Review of the plans and . ; - 04 •�HE ST,� * * %, 4 this calculation are in compliance with the Florida Energy specifications covered by this - S- , ,, h - , 0,\ Code. NYQ Lc' kN_ calculation indicates compliance F 4 o , i. .. • ,'. with the Florida Energy Code. '' i•!,,, :',. PREPARED Y: 77 , 1� ' 4 Before construction is completed a c4--- :-" . : 0 DATE: i ic 1 !� `� this building will be inspected for ' . _ A - c with Section 553.908 . ° , . I hereby certify that this building, as ci �igned, is n compliance Florida Statutes. •` f i i with the Florida Energy Code. j�`' (— l`` ,C OD ►�'E f � ■ OWNER /AGENT:. FICIAL �( f fttt�� // DATE: / " - BUILDING O 7/r� DATE: !^ / /O FILE C 0Pli 11/4/2009 10 22 AM EnergyGauge® USA - FlaRes2008 • ag e 1 of 5 Building Input Summary Report PROJECT Title Habitat Beaches 2 Stry 5 Bd Bedrooms: 5 Adress Type Street Address Building Type. User Bathrooms: 2 Lot # Owner: Habitat For Humanity,Jackson Conditioned Area 1622 SubDivision: # of Units 1 Total Stories 3 PlatBook. Builder Name: Habitat For Humanity,Jackson Worst Case: Yes Street J/03 Sc 1.9tce.litrf- G2- Permit Office. Rotate Angle: 90 County: Duval Jurisdiction Cross Ventilation: City, State, Zip: /474 *co FL Family Type Multi- family Whole House Fan , New /Existing New (From Plans) 314,3 , Comment. CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Jacksonville FL_JACKSONVILLE_INTL_ARPT 32 93 70 75 1281 49 Medium UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost S./Unit Electricity kWh Jacksonville Electric Authority 0 0.07 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Gallon Florida Default 0 1.1 Propane Gallon Florida Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Ornt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft 011 Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft FLOORS # Floor Type Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 76 ft 0 779 ft' 0 0 1 2 Floor over Garage 19 48 ft' 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Composition shingles 925 ft' 208 ft' Dark 0.96 No 0 26.6 deg MIIMPOMMINMer ATTIC 4 # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic �. Vented 827 11 Y N 11/4/2009 10 23 AM EnergyGauge® / USRRPB v2 8 Page 1 of 4 Building Input Summary Report COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit None SEER. 14 30 k8tu /hr 900 cfm 0.75 False HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Heat Pump None HSPF: 8 30 kBtu /hr False HOT WATER SYSTEM # System Type EF Cap Use SetPnt Credits 1 Electric 0.92 40 gal 80 gal 120 deg None SOLAR HOT WATER Collector Surface Absorp Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U -Value Surf Area Exch Eff Pumped Energy DUCTS - --- Supply - - -- - - -- Return - - -- Air Percent # Location R -Value Area Location Area Number Leakage Type Handler CFM 25 Leakage ON RLF 1 Attic 6 317.2 ft' Attic 79.3 ft' 1 Default Leakage Interior TEMPERATURES Programable Thermostat. Y Ceiling Fans: N e Cling [fX]]]] J ((X]] F [[X�] M "X Apr ((X]] M ((((X ((X]] Jul f[X]J Au [�X] S X11 c Oct [[X]]]]] N [[X]]]j ec D Heating [X] Jan an (X] Feb eb [X] Mar X] ] Apr [X] M ay f X Jun � Jun [X] Jul [X] Aug [X] Sep X] Oct (X] Nov [X] Dec Venting ((!X Jan !X Feb X Mar X] Apr !X May !X Jun iX Jul !X Aug X Sep 'Xi Oct !Xi Nov !Xi 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 80 80 80 80 PM 80 80 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 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 11/4/2009 1023 AM EnergyGauge® / USRRPB v2 8 Page 3 of 4 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: . / /c).3 -S'c J-s e , 2 ' PERMIT #: 1,Aa3 Y> c. ?Lc P2 J213.3 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE • CHECK _ Exterior Windows 8 Doors N1106.A8.1.1 Maximum: .3 cfm /sq.ft window area; 5 cfm /sq_ft. door area Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2.2 Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION. Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. - Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance 8 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB 1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS REQUIREMENTS CHECK Water Heaters N1112 AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas N1112.AB.2 3 Spas & heated pools must have covers (except solar heated). Non- commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump_pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics R -6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB 1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both N1102.B.1.1 sides. Common ceiling & floors R -11. PROJECT Title. Habitat Beaches 2 Stry 5 Bd Bedrooms 5 Adress Type. Street Address Building Type FLAsBuilt Bathrooms. 2 Lot # Owner. Habitat For Humanity,Jackson Conditioned Area 1622 SubDivision # of Units 1 Total Stories 3 PlatBook: Builder Name Habitat For Humanity,Jackson Worst Case: Yes Street JJJ.�? -34 r4e. L r Permit Office Rotate Angle 90 County. Duval ' Jurisdiction: Cross Ventilation City, State, Zip. AYt.. $ CIA c 1 Family Type Multi- family Whole House Fan. FL , 3 z -2.3_? New /Existing New (From Plans) Comment CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2 5 % Winter Summer Degree Days Moisture Range FL, Jacksonville FL_ JACKSONVILLE 2 32 93 75 70 1281 49 Medium FLOORS # Floor Type Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 76 ft 0 779 ft' 0 0 1 2 Floor over Garage 48 ft' 19 0 0 1 ROOF V Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor Tested Insul Pitch 1 Gable or shed Composition shingles 925 ft' 208 ft' Dark 0.96 No 0 26.6 deg ATTIC 1 # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 827 ft' Y N r CEILING V # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 848 ft' 0.11 Wood WALLS Cavity Sheathing Framing Solar # Ornt Adjacent To Wall Type R -Value Area R -Value Fraction Solar 1 S Exterior Frame - Wood 11 400 ft' 0 0.23 0.8 2 E Exterior Frame - Wood 11 536 ft' 0 0.23 0 8 3 N Exterior Frame - Wood 11 352 ft' 0 0 23 0 8 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 75 The lower the EnergyPerformance Index, the more efficient the home. 1 New construction or existing New (From Plans) 9 Wall Types Insulation Area 2 Single family or multiple family Multi- family a Frame - Wood Exterior R =11 0 1288 00 ft' b N/A R= ft' 3 Number of units, if multiple family 1 c N/A R= ft' 4 Number of Bedrooms 5 d N/A R= ft 5 Is this a worst case? Yes 10 Ceiling Types Insulation Area 6 Conditioned floor area (ft') 1622 a Under Attic (Vented) R =30 0 848 00 ft' b. N/A R= ft' 7 Windows Description Area c N/A R= ft' a U- Factor Dbl U =0 47 134.00 ft' SHGC SHGC =0.41 11 Ducts b U- Factor N/A ft' a Sup Attic Ret Attic AH Interior Sup R= 6, 317 2 ft' SHGC. 12. Cooling systems c U- Factor N/A ft' a. Central Unit Cap 30 0 kBtu /hr SHGC SEER 14 d U- Factor N/A ft' 13. Heating systems SHGC a Electric Heat Pump Cap 30 0 kBtu /hr e U- Factor N/A ft' HSPF 8 SHGC 14. Hot water systems 8 Floor Types Insulation Area a Electric Cap 40 gallons a Slab -On -Grade Edge Insulation R =0.0 779.00 ft' EF 0 92 b Floor over Garage R =19 0 48 00 ft' b Conservation features c N/A R= ft' None 15 Credits Pstat 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) _s'�F iNE ST,. / it '.•- In this home before final inspection. Otherwise, a new EPL Display Card will be completed `43,/ ,, ;fir• ,f,`: based on installed Code compliant features : !4', „, , ,- , �o Builder Signature: t`' --•- -�- Date: / l7 )/ o : e , 0 Address of New Home: / /o..3 •, c L C — City/FL Zip: 4-2- 49,\/..11'0. `Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. "Label required by Section 13- 104.4 5 of the Florida Building Code, Building, or Section B2.1 1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT EnergyGauge® USA - FlaRes2008 Habitat For Humanity, Beaches 1622 Sf 5 Br W Storage HVAC Load Calculations for Habitat For Humanity,Jacksonville Beach 1671 Frances Ave Atlantic Beach, Fl 32233 1 , 1 1,11 . 1 ,t_e,3olftliva re 7 _ _ RESIDENTIAL AND LIGHT , I COMMERCIAL. HVAC LOADS Prepared By: Jim Williams Home Energy Services 2080 Davis Rd. Jacksonville, Fl. 32218 904 757 -3569 Wednesday, November 04, 2009 — - - — — — • Rhvac - Residential & Light i ht Commercial HVAC Loads Elite Software Development, Inc. • Home Energy Services Habitat For Humanity, Beaches 1622 Sf 5 Br W Storage Jacksonville, FL 32218 _ _ Page 3 Miscellaneous Report System 1 Whole House Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum ReI.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 72 n/a Summer: 94 77 47% 50% 75 48.06 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes ' Use Schedule: Yes Yes Roughness Factor 0.01000 0.01000 Pressure Drop: 0.1000 in.wg. /100 ft. 0.1000 in.wg. /100 ft. Minimum Velocity: 550 ft. /min 450 ft. /min Maximum Velocity: 600 ft. /min 750 ft. /min Minimum Height: 0 in 0 in Maximum Height: 0 in 0 in Outside Air Data Winter Summer Infiltration Specified: 0.350 AC /hr 0.350 AC /hr 75 CFM 75 CFM Infiltration Actual 0.350 AC /hr 0.350 AC /hr Above Grade Volume: X 12,934 Cu.ft. X 12,934 Cu.ft. 4,527 Cu.ft. /hr 4,527 Cu.ft. /hr X 0.0167 X 0.0167 Total Building Infiltration 75 CFM 75 CFM Total Building Ventilation 0 CFM 0 CFM - -- System 1 - -- Infiltration & Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp Difference) Infiltration & Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier 43.96 = (1.10 X 0.999 X 40.00 Winter Temp. Difference) Winter Infiltration Specified: 0.350 AC /hr (75 CFM), Construction: Unknown Summer Infiltration Specified: 0.350 AC /hr (75 CFM), Construction: Unknown Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From • No. Type Description Location Ceiling Leakage Insulation Area MDD 1 Supply Main Attic 16B 0.09 6 428 No 1 Return Main Attic 16B 0.15 6 159 No Home E ee y Se vices Light Commercial HVAC Loads Habitat For Humanity, Bea 1622 Sf 5 Br W Stt e e e - - - , = Total Building Summary Loads Component Area Sen Lat Sen Total ' i Description Ouan Loss Gain Gain Gain 4A-3v-o: Glazing - Double pane low -e (e = 0.20 or less), 134 2,519 0 3,241 3,241 operable window, e =0.10 on surface 2, vinyl frame, u- value 0.47, SHGC 0.41 11J: Door -Metal - Fiberglass Core 40.3 968 0 727 727 12B -Osw: Wall- Frame, R -11 insulation in 2 x 4 stud 1113.7 4,319 0 3,034 3,034 cavity, no board insulation, siding finish, wood studs 16B -30: Roof /Ceiling -Under Attic with Insulation on Attic 848 1,085 • 0 1,465 1,465 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R -30 insulation 22A -ph Floor -Slab on grade, No edge insulation, no 76 4,128 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil 20P -19: Floor -Over open crawl space or garage, Passive, 48 96 0 34 34 R -19 blanket insulation, any cover Subtotals for structure: 13,115 0 8,501 8,501 People: 6 1,200 1,380 2,580 Equipment: 0 3,350 3,350 Lighting 0 0 0 Ductwork: 5,663 944 5,853 6,797 Infiltration: Winter CFM: 75, Summer CFM: 75 3,316 2,463 1,576 4,039 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Total Building Load Totals: 22,094 4,607 20,660 25,267 Check Figures Total Building Supply CFM: 940 CFM Per Square ft.: 0.581 Square ft. of Room Area 1,617 Square ft Per Ton: 704 Volume (ft of Cond. Space. 12,934 Buildin_c Loads Total Heating Required Including Ventilation Air: 22,094 Btuh 22.094 MBH Total Sensible Gain: 20,660 Btuh 82 % Total Latent Gain: 4,607 Btuh 18 Total Cooling Required Including Ventilation Air: 25,267 Btuh 2.11 Tons (Based On Sensible + Latent) 2.30 Tons (Based On 75% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, 1. Home Energy Services Habitat For Humani ty , Beaches 1622 Sf 5 Br W Storage Jacksonville, FL 32218 _ Page 7 System 1 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat CIg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1 - -- - -- - -- __ 1 Kitchen 132 2,640 53 1 -8 467 3,582 660 163 163 2 Dining Room 113 0 0 0 -0 0 0 0 0 0 3 Bath 2 63 0 0 0 -0 0 0 0 0 0 4 Great Room 255 5,235 106 2 -7 509 5,984 1,228 272 272 5 Master Suite 176 4,148 84 1 -5 615 1,708 413 78 84 6 Staircase 32 569 12 0 -0 0 176 61 8 12 7 Br 2 132 1,916 39 1 -5 573 1,718 306 78 78 8 Br 3 132 1,222 25 1 -5 630 1,889 153 86 86 9 Laundry & Hall 168 1,561 32 0 -0 0 1,330 214 60 60 10 Bath 1 108 186 4 1-4 136 261 0 12 12 11 Br 4 143 2,411 49 1 -6 466 2,012 383 92 92 12 Br 5 143 1,311 27 1-4 703 1,348 168 61 61 13 Storage 20 896 18 0 -0 0 653 77 30 30 Duct Latent 944 System 1 total 1,617 22,094 447 20,660 4,607 940 940 • System 1 Main Trunk Size 18 in. Velocity: 532 ft. /min Loss per 100 ft: 0.041 in.wg Cooling S ystem Summa - - -- - -- - Coolin Tong Sensible/Latent Sensible Btuh Btuh tent - Total' Split -_ -_ Net Required: 2.11 82% / 18% 20,660 4,607 25,267 Recommended: 2.30 75% / 25% 20,660 6,887 27,546 Actual: 2.33 75% / 25% 21,000 7,000 28,000 Equipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: GSH130301B' GSH130301B' Indoor Model: AEPF183016C* Brand: GOODMAN, JANITROL, AMANA GOODMAN, JANITROL, AMANA DISTINCTIONS, EVERREST, 0 DISTINCTIONS, EVERREST, 0 Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8 HSPF 14 SEER Sound: 0 bets 0 bels Capacity: 47 °F: 26,800 / 17 °F: 14,000 Btuh 28,000 Btuh Sensible Capacity: n/a 21,000 Btuh Latent Capacity: n/a 7,000 Btuh ARI Reference No n/a 3160560 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services Habitat For Humanity, Beaches 1622 Sf 5 Br W Storage Jacksonville, FL 32218 Page 9 • Building Rotation Report (cont'd) Building Rotation Tonnage 25 2.4 H O i- t") O O U 23 i 22. ■ ` t 21 South Southw est West Northw est North Northeast Fast Southeast Direction Front door Faces — �-- Building Recommended Tonnage Building Net Tonnage !.A44)7 City of Atlantic Beach APPLICATION NUMBER , Building Department (To be assigned by the Build; epartment.) ; rr 800 Seminole Road /D O© i r Atlantic Beach, Florida 32233 -5445 ! Phone (904) 247 -5826 • Fax (904) 247 -5845 , J n A 'r tut � ' E -mail: building- dept @coab.us Date routed: / /7 /e 2 City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: //e � C/1 / 0- i (.T De rtment review required Ye No u;lding) Applicant: , / ` g, �� , �' P nnin & Zo Tree Administrator Project: #6 10 /C(J ublic Works t ;lit ;es ublicb`ate y Fire Services P� ih�,t £ �� n �� i �„ "� N (h llU �i iii €:� I I �' � �^ i u; !. i Review IE a i�I i! .N ,' .a a I" " ep4`Vhx ;gnat r� C �1i x Other Agency Review or Permit Required Review or Receipt Date of Permit Venfied By 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: APPLI TION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: UILDfIVG PLANNING & ZONING Reviewed by: / Date: / 7 -1 TREE ADMIN. Second Review: Approved as revised. ❑Den d. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [Approved as revised. EDenied. Comments: Reviewed by: Date: Revised 05/14/09 ±:ay;. City of Atlantic Beach Building Department APPLICATION NUMBER ' „' `j (To be assigned by the Buildi g epartment.) � , v 800 Seminole Road `,.<1,/,/ 7 ° ; a ; `, /D oef j ; Atlantic Beach, Florida 32233 -5445 ,5" 2 , - Phone (904) 247 -5826 • Fax (904) 2475.845 �' 9-'? E -mail: buildin de t coab.us Date routed: / /7 /4 ust City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: // 3 ��l1 / O'er G� T De artment review required Yes No P Y uildin Applicant: z g, , - - P nninq & Zo • Tree Administrator Project: kg /4) /i. V' ublic Work> tilities ublic Safi'ee y Fire Services IRevievu fee:$ 4. ' a 0:*-:'::Z: : Dept" Slg atu 'e' # �F ; . , :.. i Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 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: EApproved. ❑Denied. (Circle one.) Comments: Psi 4 ) 1 BUILDING /f _ y l(e) —+ f C4� w – - PLANNING & ZONING !' Reviewed by: Date: 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: Date: Revised 05/14/09 f CITY OF ATLANTIC BEACH ' ,Pir 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 " I I ! I .; OFFICE: (904)247 -5826 • FAX NO.:(904)247 -5845 BUILDINGOEPTQCOAB. US BUILDING PERMIT APPLICATION 1, JOE ADDRESS ; DUVAL COUNTY 2. VALUATION OF WORK: 3.' FT. UNDER ROOF rS ) 11)3 Gyt E)17 C- 1 - - � 1Y�, ir `, 7 ( / 7 , 4. LEGAL DESCRIPTION: 5. CLASS OF WORK - - 6. USE OF STRUCTURE LOT BLOCK SUB DIVISION jiiNEW BUILDING ❑ DEMOLmON Et RESIDENTIAL ❑ 7. DESCRIPTION OF WORK: ADDITION ❑CONVERTING USE 0 COMMERCIAL � {{ 0 ALTERATION ❑ ACCESSORY BLDG_ 8, FIRE SPRINKLER N e S..J `/ ) ex, ❑ REPAIR ❑POOL /SPA ❑ YES O N/A PROPER OWNERc " "' 0 MOVE ❑ OTHER NO 9. NAME: CONTRACTOR "" ( /CAI ARCHITECT/ ENGINEER: �\ ` 15. COt}G(;ANYNgM C' 11 Ct 4+ y ....e...4.... 23. MP 11- -EA" 1 ^ 16. NAME 24. LICENSEE SEE NAME , ct .., F;- ,.�,r,-„,., P 10. ADDRESS: 17. STATE jF FLORIDA LICENSE NO1 25. STATE OF FLORIDA LICENSE NO.: )t '7/ Fr.,,,.,G,-s c9,, Al 4 2i/ i 75 18. ADDRESS: 26. ADDRESS: 4I, 0,.Q , 2 3z2... 3g 1 /071 F'rt.,,, =:s •.4.l A-4-) i J , F2- 322,t7 :f ; 4.A.4 ; roc- 32 ' L 11. OFFICE PHONE: 12,, FAX NO.: 19. FFICE PHONE: 20. FAX Na: 27. OFFICE PHONE 28. FAX NO.: 13. CELL PHONE - Z / - y_3 /G / /Z2- L I Z /J- / 3 e -c, g:'.`/- 77T.- z1,J 7 - =19.S" yer 21. CELL PHONE 29. CELL PHONE 33 zz 7.? 3 3S� -`-7 ? 14 ` MAIL , ADDRESS: ( p p 22. Ef IL ADDRE s: f f� 0. EMAIL ADDRESS: ;� i�.l �� SIMPLE �1 E 1 D �- n , 4 . e .t�ti..�t- (IF OTHER THAN OWNER) BONDING COMPANY: MORTGAGE LENDER: 31. NAME: 33. NAME 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. 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 commenced prior 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 null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 1 will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. *** WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR (If Agent, Power of Attorney or Agency Letter Required) (Qualifier Only) Signed: . Date: t t Y fo Signed: a. . V• • ■ Date: I / i9 Az• Before me this /y day of Ariz& , 2009 in the county of Before me this /y day of -4h/A , 2009 in the county of Duval, Slorida, has person ally app ared Duval, S rida, has person y appeared herin by himself / herself and affirms that all s t ments and declarations are herin by himself 1 herself and affirms that all stm ents and declarations are true and accurate. / true and accurate. T Niots_try Public at La • - tate of 2- , • oun' of , aA L Notary Public at Large tar of / , Coun of d)4 Personally Kn. m Personally Known ❑Produced !dent .. v Produced Identificatie , N0�ry S a `3 „. .Z m v►i. # �%1 Notary S ig na tur _,���I��,,,�� r * * "l k • • ;M C Ex, ir e o o 1 iI � �'�' r r i w .� 11 . �: +pry u. IC - e o on.. it aY " SHIRLE L. GRAHAM I : . y * rc Commission # DD 518533 y 2(10 ° G° Notary P ;r F �; 6 ' = ry ublit- - State of FI. 'da % ° ; ,; ;G•' - • . • _My Commission Expires Feb 14, 2010 ' Bonded By National Notary Assn. « ,,; s e „. Commission # DD 518533 BLDG01 Permit Application Bldg: REVISED: 1n8/2508 � �''' ",, ;, :,•�� Bonded By National Notary Assn. i�,A.� City of Atlantic Beach APPLICATION NUMBER , s� Building Department (To be assigned by the Buildi g epartment.) , s 800 Seminole Road / a 0 Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 • Fax (904) 247 -5845 r! ti ; ar E -mail: building- dept @coab.us Date routed: / /7 (9 City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: //e � / Department review required Yes No uildin• Applicant: A / ` P -nnin• &Zo . s Tree Administrator Project: 4 _ ublic Works • • tilities - u•ic aey Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 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: APPLICATJON STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: , BUIILLDDING LA NIA ING &ZONING Reviewed by: Le-'- Date: / " /S" /d 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: Date: Revised 05/14/09 . 7 . , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 I 1 I 1 f � OFFICE (904)247 -5826 • • FAX NO.:(904)247 -5845 If BUILDING- DEPTTCOAB. US 51 - BUILDING PERMIT APPLICATION DUVAL COUNTY i;: 1, .1OBARDRESS ; 2. VALUATION OF WORK: 6/457, 3. SO. FT. UNDER ROOF' 1 c 03 r5cr{E) -7 - 4 CI"- /-' � 1' 1 / 7 4. LEGAL DESCRIPTION: 5. CLASS OF WORK 6. USE OF STRUCTURE LOT BLOCK SUB DIVISION J NEW BUILDING 0 DEMOLITION tI RESIDENTIAL l'.:1 7. DESCRIPTION OF WORK: ADDITION 0 CONVERTING USE ❑ COMMERCIAL 3 0 ALTERATION ❑ ACCESSORY BLDG. 8, FIRE SPRINKLER: /VL'4� 'D 1 ❑REPAIR ❑ POOL /SPA ❑ YES ❑WA ©MOVE ❑OTHER ANO PROPER OWNER ' CONTRACTOR: - ARCHITECT /'ENGINEER: 9. NAME ((�� I`�` 15. COMIISA N /r(/� 23 MPANY tc"7' Sr 16. NAME 24. LICENSEE NAME: Pte,.., EE F;.4 -std 14-)■r-til,rt° 1)C4-'%‘"P__ 10. ADDRESS: 17. STATE qF FLORIDA LICENSE NOk 25. STATE OF FLORIDA LICENSE NO.: )1 "7 / k t t j s „ g „ , /V 7i/ I/ 7 18. ADDRESS: l� 26. ADDRESS: 4.I, 04 , L 3zz" ;s / Fr-wc -:s -4 c- 2e, E�L£9 g2 d' .4-4-t i , FL 302_ •7 j .>f 6_ 32, . 11. OFFICE PHONE: 12. FAX NO.: 19.� PHONE: 20. FAX NO.: 27. OFFICE PHONE: 2 8. FAX NO.: 13 CELL PHONE �� 1 2- 5 1 / / -- /5JG '� / f•� /2- L ` z'YI'- / O �.r j 77 /3!' -2 )-1", !� D) - q 21. CELL PHONE: 29, CELL PHONE .33 5 - 7.e 3 3,E - 1 -- 1 -73 14 MAIL ADDRESS: 22. Et IL ADDRESS '[ J p 30. ENTAIL ADDRESS: irA P; b tMPL I E DER: ' (ii .n 7._ �1,41C. (IF OTHER THAN OIM'IER) BONDING COMPANY: MORTGAGE LENDER: 31, NAME: 33. NAME 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. 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 commenced prior 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 null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. *** WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR (If Agent, Power of Attorney or Agency Letter Required) (Qualifier Only) Signed: '^"C ' Date: 1 ) t.1)(. ` } t • Signed: . �( Date: 1 / 1 44 Az. Before me this N day of , 2009 in the county of Before me this /y day of �f 2009 in the county of Duval, Sta l of lorida, has personally app pared Duval, S rida, has person y appeared // p Ru. ii .-71 i 4u L. i herin by himself / herself and affirms that all tements and declarations are herin by himself / herself and affirms that all st ments and declarations are true and accurate. / / true and accurate. iyotary Public at La . - tate of / , • oun . o / . a Z. Notary Public at Large to - of 12- / r Personally Kn. , Coun of Vi� personally Known 1 ❑ Produced Identi Produced Identficatio No ry S na P+! � r �N* ,� %{ N ota Si natu -�� PP Y , :n4W . " : • Y ' , - �L Jsl' Notary _ .aa = M Commission ExI •res Feb 14, 2110 b ,O °Ua SHIRLE ` L. GRAHAM I. ` o P : 4 .. 4.-.°,,m,, , • �a Notary Publif- - State of FI. 'de ' %;. I F ; ` G p` • .` Commission # DD 518533 " Bonded By National Notary Assn. l 4 I ; 1 MY Commission Expires Feb 14, 2010 It -r nd ;1• .} Commission # DD 518533 BLDG01 Permit Application Bldg: P.EVfSETT 1M8f08 � '' °;,,',;;(�` Bonded By National Notary Assn. �-...--• DOORS V # Ornt Door Type Storms U -Value Area 1 S Insulated None 0.6 20.1 ft' 2 N Insulated None 0.6 20.25 ft' WINDOWS Window orientation below is as entered Actual orientation is modified by rotate angle shown in "Project" section above. Overhang Ornt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 S Vinyl Low -E Double Yes 0.47 0.41 N 9 f1 1 5 ft 0 in 1 ft 0 in HERS 2006 None 2 S Vinyl Low -E Double Yes 0.47 0.41 N 20 ft' 6 ft 0 in 1 ft 0 in HERS 2006 None 3 E Vinyl Low -E Double Yes 0.47 0 41 N 15 ft' 1 ft 0 in 10 5 ft 0 i HERS 2006 None 4 N Vinyl Low -E Double Yes 0.47 0.41 N 15 ft' 1 5 ft 0 in 10 ft 0 in HERS 2006 None 5 N Vinyl Low -E Double Yes 0.47 0 41 N 15 ft' 1.5 ft 0 in 1 ft 0 in HERS 2006 None 6 E Vinyl Low -E Double Yes 0 47 0 41 N 15 ft' 1.5 ft 0 in 1 ft 0 in HERS 2006 None 7 N Vinyl Low -E Double Yes 0.47 0 41 N 15 ft' 1.5 ft 0 in 1 ft 0 in HERS 2006 None 8 S Vinyl Low -E Double Yes 0.47 0.41 N 15 ft' 1.5 ft 0 in 1 ft 0 in HERS 2006 None 9 S Vinyl Low -E Double Yes 0.47 0.41 N 15 ft' 1.5 ft 0 in 1 ft 0 in HERS 2006 None INFILTRATION & VENTING / - -- Forced Ventilation - - -- Run Time Fan V Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 1532 7.08 84 1 158.1 0 cfm 0 cfm 0 0 GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft' 334 ft' 64 ft 8 ft (invalid) COOLING SYSTEM ;Y System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit None SEER 14 30 kBtu /hr 900 cfm 0.75 False HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ductless 1 Electric Heat Pump None HSPF • 8 30 kBtu /hr False HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Electric 0 92 40 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None f1' DUCTS / - - -- Supply - -- Return - - -- Air Percent �/ # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF 1 Attic 6 317.2 ft Attic 79.3 ft' Default Leakage Interior TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling fX] [Xl Feb fX] Mar X] Ap May (X) [X Jul Xj Aug ( Aug X Se X] Sep (X Oct (� N X� D Heating X Jan Jan X Feb X Mar ( X Apr r ( X 3 May X Jun Jun X 1 Jul l X Aug X Sep X 1 Oct t X Nov ov X Dec Venting X Jan Feb X Mar X A r X May X Jun X Jul X X Oct X Nov X 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 80 80 80 80 PM 80 80 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 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 \ Building Input Summary Report APPLIANCES & LIGHTING Appliance Schedule HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM 0.65 0 65 0.65 0.65 0.65 0.65 0.65 0 33 0 33 0.33 0.33 0 33 % Released 100 PM 0.33 0 33 0.33 0.33 0.33 1 0.9 0 9 0.9 0.9 0.9 0 65 Annual Use 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 Released 60 PM 0 779 0 698 0.605 0.57 0.581 0.57 0 57 0 57 0 57 0.488 0.43 0 198 Annual Use 0 kWh /Yr Peak Value: 0 Watts Dishwasher AM 0 139 0 05 0.028 0.024 0.029 0.09 0 169 0.303 0 541 0 594 0.502 0.443 % Released • 60 PM 0.377 0.396 0.335 0.323 0.344 0 448 0.791 1 0.8 0.597 0.383 0.281 Annual Use 203 kWh/Yr Peak Value: 62 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 • Released: 10 PM 0.875 0 85 0 8 0.625 0.625 0.6 0.575 0.55 0.625 0 7 0 65 0 375 Annual Use 0 kWh/Yr Peak Value: 0 Watts Lighting AM 0 16 0.15 0.16 0 18 0 23 0 45 0 4 0.26 0 19 0.16 0.12 0.11 % Released. 90 PM 0 16 0.17 0.25 0.27 0.34 0.55 0.55 0 88 1 0.86 0.51 0.28 Annual Use 1724 kWh/Yr Peak Value. 563 Watts Miscellaneous AM 0 48 0.47 0.47 0 47 0.47 0 47 0.64 0 71 0 67 0.61 0.55 0 53 % Released 90 PM 0.52 0.5 0 5 0 5 0.59 0 73 0 79 0.99 1 0.96 0 77 0.55 Annual Use 1079 kWh/Yr Peak Value: 198 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 • Released 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use. 0 kWh/Yr Peak Value. 0 Watts Range AM 0 057 0 057 0 057 0 057 0.057 0 114 0 171 0.286 0 343 0 343 0 343 0.4 • Released 100 PM 0.457 0 343 0.286 0.4 0.571 1 0 857 0.429 0.286 0.229 0 171 0 114 Annual Use 4-47 kWh/Yr Peak Value 165 Watts Refrigeration AM 0 85 0 78 0 75 0 73 0 73 0 73 0 75 0 75 0.8 0 8 0 8 0.8 Released 100 PM 0.88 0.85 0.85 0.83 0 88 0 95 1 0.98 0.95 0 93 0.9 0.85 Annual Use 775 kWh/Yr Peak Value 106 Watts Well Pump AM 0 05 0 05 0.05 0 05 0 05 0 05 0 1 0.1 0 1 0.1 0.1 0.1 Released: 0 PM 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0.1 Annual Use 0 kWh/Yr Peak Value 0 Watts 11/4/2009 10 23 AM EnergyGauge® / USRRPB v2 8 Page 4 of 4 Building Input Summary Report CEILING # Ceiling Type R -Value Area Framing Fraction Truss Type 1 Under Attic (Vented) 30 848 ft' 0.11 Wood WALLS Wall orientation below is as entered Actual orientation is modified by rotate angle shown in "Project" section above. Adjacent Cavity Width Height Sheathing Framing Solar # Ornt To Wall Type R•Value Ft In Ft In Area R -Value Fraction Absor. 1 S Exterior Frame - Wood 11 50 0 8 0 400 ft' 0 0.23 0.8 2 E Exterior Frame - Wood 11 67 0 8 0 536 ft' 0 0.23 0 8 3 N Exterior Frame - Wood 11 44 0 8 0 352 ft 0 0.23 0.8 DOORS Width Height # Ornt Door Type Storms U -Value Ft In Ft In Area 1 Insulated None 0.6 3 0 6.7 0 20.1 ft' 2 N Insulated None 0 6 3 0 6 75 0 20.25 ft' WINDOWS Overhang # Ornt Frame Panes NFRC U- Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 Vinyl Low -E Double Yes 0 47 0 41 N 9 ft' 1 5 ft 0 in 1 ft 0 in None None 2 Vinyl Low -E Double Yes 0 47 0.41 N 20 ft' 6 ft 0 in 1 ft 0 in None None 3 Vinyl Low -E Double Yes 0 47 0.41 N 15 ft' 1 ft 0 in 10 5 ft 0 i None None 4 Vinyl Low -E Double Yes 0 47 0 41 N 15 ft' 1 5 ft 0 in 10 ft 0 in None None 5 Vinyl Low -E Double Yes 0 47 0 41 N 15 ft 1 5 ft 0 in 1 ft 0 in None None 6 Vinyl Low -E Double Yes 0 47 0.41 N 15 ft' 1.5 ft 0 in 1 ft 0 in None None 7 Vinyl Low -E Double Yes 0.47 0.41 N 15 ft' 1.5 ft 0 in 1 ft 0 in None None 8 Vinyl Low -E Double Yes 0.47 0 41 N 15 ft' 1.5 ft 0 in 1 ft 0 in None None 9 S Vinyl Low -E Double Yes 0 47 0.41 N 15 ft 1.5 ft 0 in 1 ft 0 in None None INFILTRATION & VENTING - - -- Forced Ventilation - -- Terrain/Wind Method SLA CFM 50 ELA EqLA ACH ACH 50 Supply Exhaust Run Time Shielding Best Guess 0.00030 1276 70.1 131.8 0 321 5.90 0 0 0 Suburban / Suburban GARAGE # Floor Area Roof Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft' 334 ft 64 ft 8 ft (invalid) MASS Mass Type Area Thickness Furniture Fraction No Added Mass 0 ft' 0 ft 0.3 11/4/2009 1023 AM EnergyGauge® / USRRPB v2 8 Page 2 of 4 Rhvac - Residential & Light Commercial HVAC Loads Elite - e Software Development, Inc. Home Energy Services Habitat For Humanity, Beaches 1622 Sf 5 Br W Storage Jacksonville, FL 32218 Page 2 Project Report General Project Information Project Title: Habitat For Humanity, Beaches 1622 Sf 5 Br W Storage Designed By. Jim Williams Project Date: Wednesday, November 04, 2009 Project Comment: This equipment can be replaced in name or by equal or greater SEER or HSFP as stated on the FL. Energy Code. Client Name: Habitat For Humanity,Jacksonville Beach Client Address: 1671 Frances Ave Client City: Atlantic Beach, Fl. 32233 Client Phone: 241 -1222 Client Fax: 241 -4310 Company Name: Home Energy Services Company Representative: Jim Williams Company Address: 2080 Davis Rd. Company City: Jacksonville, Fl. 32218 Company Phone: 904 757 -3569 Company Fax: 904 757 -7104 Company E -Mail Address: jimwilliams @homebuildingstore.com Company Website • homebuildingstore.com Company Comment Design Data Reference City: Jacksonville, Florida Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor. 1.000 Elevation Heating Adj. Factor. 1 000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 72 n/a Summer: 94 77 47% 50% 75 48 Check Figures Total Building Supply CFM: 940 CFM Per Square ft.: 0.581 Square ft. of Room Area: 1,617 Square ft. Per Ton: 704 Volume (ft of Cond. Space: 12,934 - —" Building Loads Total Heating Required Including Ventilation Air 22,094 Btuh 22.094 MBH Total Sensible Gain: 20,660 Btuh 82 Total Latent Gain: 4,607 Btuh 18 % Total Cooling Required Including Ventilation Air 25,267 Btuh 2.11 Tons (Based On Sensible + Latent) 2.30 Tons (Based On 75% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD s ESTIMATED ENERGY PERFORMANCE INDEX* = 75 The lower the EnergyPerformance Index, the more efficient the home. 1 New construction or existing New (From Plans) 9 Wall Types YP Insulation Area 2 Single family or multiple family Multi-family a Frame - Wood Exterior R =11 0 1288 00 ft' 3 Number of units, if multiple family 1 b N/A R= ft' c N/A R= ft' 4 Number of Bedrooms 5 d. N/A R= ft' 5 Is this a worst case? Yes 10 Ceiling Types Insulation Area 6 Conditioned floor area (ft') 1622 a Under Attic (Vented) R =30 0 848 00 ft' 7 Windows Description Area b N/A R= ft a U- Factor Dbl U =0.47 134 00 ft' c N/A R= ft' SHGC SHGC =0.41 11. Ducts b U- Factor N/A ft' a Sup Attic Ret Attic AH Interior Sup. R= 6, 317 2 ft' SHGC: 12. Cooling systems c U-Factor NIA ft' a Central Unit Cap 30 0 kBtu /hr SHGC. p d U- Factor N/A ft' SEER 14 SHGC 13. Heating systems e U-Factor N/A ft, a Electric Heat Pump Cap 30 0 kBtu /hr SHGC HSPF 8 8 Floor Types Insulation Area 14 Hot water systems a Slab -On -Grade Edge Insulation R =0 0 779.00 ft' a. Electric Cap 40 gallons b Floor over Garage R =19 0 48 00 ft' EF 0 92 c N/A R= ft, b Conservation features None 15 Credits Pstat 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 =O �IiES N o' 0 In this home before final inspection. Otherwise, a new EPL Display Card will be completed �• , %!7t . based on installed Code compliant features *, o Builder Signature: l j a „ 4 , p � D ate / l7 /� � : C _ 3- t Address of New Home / /o3' 5, ,- i7C Z C City /FL Zip: ? ��� r , L ,� ,� • p *Note The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. * *Label required by Section 13- 104.4 5 of the Florida Building Code, Building, or Section B2.1 1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT EnergyGauge® USA - FlaRes2008 — Home - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Habitat For Humanity, Beaches 1622 Sf 5 Br W Storage Home Energy Services Jacksonville, FL 32218 - - - -- Page 3 - - -- - - ---- - - - --- Miscellaneous Report System 1 Whole House Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 72 n/a Summer: 94 77 47% 50% 75 48.06 uct izin __ Inputs - - - Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.01000 0.01000 Pressure Drop: 0.1000 in.wg. /100 ft. 0.1000 in.wg. /100 ft. Minimum Velocity: 550 ft. /min 450 ft. /min Maximum Velocity: 600 ft. /min 750 ft. /min Minimum Height: 0 in. 0 in Maximum Height: 0 in. 0 in Outside Air Data Winter Summer Infiltration Specified: 0.350 AC /hr 0.350 AC /hr 75 CFM 75 CFM Infiltration Actual: 0.350 AC /hr 0.350 AC /hr Above Grade Volume: X 12,934 Cu ft. X 12,934 Cu.ft. 4,527 Cu.ft. /hr 4,527 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 75 CFM 75 CFM Total Building Ventilation. 0 CFM 0 CFM - -- System 1 - -- Infiltration & Ventilation Sensible Gain Multiplier: 20.88 = (1 10 X 0.999 X 19.00 Summer Temp Difference) Infiltration & Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier 43.96 = (1.10 X 0.999 X 40 00 Winter Temp. Difference) Winter Infiltration Specified: 0.350 AC /hr (75 CFM), Construction: Unknown Summer Infiltration Specified: 0.350 AC /hr (75 CFM), Construction: Unknown Duct Load Factor Scenarios for System 1 — - Attic ro - Duct Duct Surface From No. Type Description Location Ceiling Leaka a Insulation Area MDD 1 Supply Main Attic 16 B 0.09 6 428 _ - No 1 Return Main Attic 16B 0.15 6 159 No Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development inc. Home Energy Services Habitat For Humanity, Beaches 1622 Sf 5 Br W Storage Jacksonville, FL 32218 - Pale 5 - Total uilding Summary Loads Component Area Sen Lat Sen Total Description ouan Loss Gain Gain Gain • - - 4A -3v -o: Glazing - Double pane low -e (e = 0.20 or less), 134 2,519 0 3,241 3,2424 1 operable window, e =0.10 on surface 2, vinyl frame, u- value 0.47, SHGC 0.41 11J: Door -Metal - Fiberglass Core 40.3 968 0 727 727 12B -Osw Wall- Frame, R -11 insulation in 2 x 4 stud 1113.7 4,319 0 3,034 3,034 cavity, no board insulation, siding finish, wood studs 16B -30 Roof /Ceiling -Under Attic with Insulation on Attic 848 1,085 - 0 1,465 1,465 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R -30 insulation 22A -ph • Floor -Slab on grade, No edge insulation, no 76 4,128 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil 20P -19: Floor -Over open crawl space or garage, Passive, 48 96 0 34 34 • R -19 blanket insulation, any cover Subtotals for structure: 13,115 0 8,501 8,501 People: 6 1,200 1,380 2,580 • Equipment: 0 3,350 3,350 Lighting: 0 0 0 • Ductwork: 5,663 944 5,853 6,797 Infiltration: Winter CFM: 75, Summer CFM: 75 3,316 2,463 1,576 4,039 Ventilation: Winter CFM: 0, Summer CFM 0 0 0 0 0 Total Building Load Totals: 22,094 4,607 20,660 25,267 Check Figures Total Building Supply CFM: -- - -- - - - -- -- 9 PP Y 940 CFM Per Square ft - 0.581 Square ft of Room Area: 1,617 Square ft Per Ton: 704 Volume (ft') of Cond. Space: 12,934 ui mg Loads Total Heating Required Including Ventilation Air: 22,094 Btuh 22.094 MBH - Total Sensible Gain: 20,660 Btuh 82 % Total Latent Gain: 4,607 Btuh 18 % Total Cooling Required Including Ventilation Air: 25,267 Btuh 2.11 Tons (Based On Sensible + Latent) 2.30 Tons (Based On 75% Sensible Capacity) • Notes Calculations are based on 8th edition of ACCA Manual J. ---------- -- All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Home Energy Services g Habitat For Humanity, Beaches 1622 St 5 Br W Stto ' Rhvac - Residential 8 Li ht Commercial HVAC Loads Elite Software Develo ment, Inc. • 9Y Jacksonville, FL 32218 ' Building Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces South Individual Rooms 0 45 90 135 180 225 270° 315 High Rm. Room Rot Rot. Rot. Rot. Rot. Rot. Rot. Rot. Duct No Name CFM CFM CFM CFM CFM CFM CFM CFM Size • System 1: Zone 1: 1 Kitchen 163 167 '177 175 166 174 174 166 1 -8 2 Dining Room *0 0 0 0 0 0 0 0 - 3 Bath 2 *0 0 0 0 0 0 0 0 - 4 Great Room 272 259 250 *288 277 285 244 256 2 -7 5 Master Suite 84 95 *106 98 84 97 104 94 1 -6 6 Staircase *12 12 12 12 12 12 12 12 - 7 Br 2 78 95 0 105 93 80 92 103 95 1 -6 8 Br 3 86 71 57 72 *88 76 56 75 1 -5 9 Laundry & Hall 60 78 '87 75 62 74 86 77 - 10 Bath 1 12 12 12 12 '12 12 12 12 1-4 11 Br4 92 104 *118 110 93 110 116 104 1 -6 12 Br 5 61 74 *88 80 62 79 87 74 1 -5 13 Storage 30 29 29 30 *30 30 29 29 - " Indicates highest CFM of at rotations. Whole Building Rotation Front door Supply Sensible Latent Net Recommended Degrees Faces CFM Gain Gain T ons Tons 0° South 940 20,660 4,607 211 2.30 45 Southwest 992 21,811 4,609 2.20 2.42 90 West 1,037 22,783 4,607 2.28 2.53 135` Northwest '1,040 *22,865 4,608 *2.29 *2.54 180 North 961 21,114 4,607 2.14 2.35 225 Northeast 1,037 22,799 '4,610 2.28 2.53 270 East 1,018 22,375 4,607 2.25 2.49 315 Southeast 989 21,738 4,609 2.20 2.42 " Indicates highest value of all rotations. H Elite Software Development, Inc. 10 ___ -- - Rhvac - Residential & Light Commercial VAC Loads Home Energy Services 16 Habitat For Humanity, Beaches 1622 Sf 5 Br W Storage Jacksonville, FL 32218 � Building Rotat Report (cont'd) Building Rotation Hourly Net Gain 30,000 • 29,000 e _ ` L 28,000 • i' ii ! (. 4 . 6 27,000. c 3 t r m r �, 26,000. e i. t. \r: CO ` / is _ / ''/' /, "--...„............ ........„...„--- ,.....,,, 25,000 t - ..--•"-------- \ 24,000 • 23,000 Sam 9am 10 am 11 am 12 pm fpm 2pm 3pm 4 pm 5pm 6pm 7pm Time of Day - Front door faces South Front door faces Southw est 4 Front door faces West Front door faces Northw est Front door faces North • 1 Front door faces Northeast Front door faces East — Front door faces Southeast