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Permit SFA 1101 Scheidel 2010 !..'" - 0 1 ? ` � c t CITY OF ATLANTIC BEACH ,, �� " " . RO `� s ATL ANTIC BEACH, FL 3223 3 `� INSPECTI PH ONE SEMINOLE LINE 247 -5826 Application Number 10- 00000046 Date 1/28/10 Property Address 1101 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 HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -1222 (904) 241 -1222 - -- Structure Information 000 000 DUPLEX 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. Unit front S/W elevations reversed, should slope to north (comment sent by e -mail to engineer). Other Fees CITY RADON SURCHARGE .42 ST CONSTRUCTION SURCHARGE 7.66 AB CONSTRUCTION SURCHARGE .85 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY' Vr IV WEA I Ri'gIA*CE; Ag4.411E FLORA 0 0 BUILDING CODES. 0 . �� CITY OF ATLANTIC BEACH -•, .j 800 SEMINOLE ROAD 0 ATLANTIC BEACH, FL 32233 0� INSPECTION PHONE LINE 247 -5826 , ` t Vi i„. Page 2 Application Number 10- 00000046 Date 1/28/10 Other Fees ENG REV RESIDENTIAL BLD 100.00 STATE RADON SURCHARGE 8.09 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. ; '� l ss CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r o ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 10- 00000081 Date 1/28/10 Property Address 1845 SEA OATS DR Application type description RESIDENTIAL OTHER Property Zoning TO BE UPDATED Application valuation . . . 1300 Application desc new garage door Owner Contractor SHELDON, PETER J. OVERHEAD DOOR CO. OF JAX 1845 SEA OATS DRIVE 6884 PHILIPS PARKWAY DR. N. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 268 -1627 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 60.00 Plan Check Fee . . 30.00 Issue Date . . . Valuation . . . . 1300 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. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Fee summary Charged Paid Credited Due Permit Fee Total 60.00 60.00 .00 .00 Plan Check Total 30.00 30.00 .00 .00 Grand Total 90.00 90.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH r `' , is‘ :op � - ;, 800 SEMINOLE ROAD 414 0 ATLANTIC BEACH, FL 32233 1 INSPECTION PHONE LINE 247 -5826 01319 Application Number 10- 00000046 Date 2/17/10 Property Address 1101 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 HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -1222 (904) 241 -1222 - -- Structure Information 000 000 DUPLEX 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. Unit front S/W elevations reversed, should slope to north (comment sent by e -mail to engineer). Fee summary Charged Paid Credited Due PERMIT IS p U'tl> D 4Aft, J Q DANCE W46 �E L PITY OF ATi I'FCO &ACH ORDINANCES aND THE FLORIDAO 0 BUILDING CODES. r*, , n S CITY OF ATLANTIC BEACH 1 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 :' _ INSPECTION PHONE LINE 247 -5826 Page 2 Application Number 10- 00000046 Date 2/17/10 Plan Check Total .00 .00 .00 .00 Grand Total 146.00 146.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. .101104. Am* CITY OF ATLANTIC BEACH 09- I I I . I I 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 '! i7 OFFICE: (904)247 -5826 • FAX NO.:(904)247 -584 U 1/ BUILDING- DEPT @COAB.US x sPr PLUMBING PERMIT APPLICATION DUVAL COUNTY 1. JOB ADD 2. IS THIS 'A SUB PERMIT ^ 3. DATE: �O , '' "-"�� ! S PERMIT # 1D : a JDO00 PROPERTY OWNER: 4. NAME: �E IF DIFFER :NH FROM B AADDDRES I 6.. P /� C�C�'l ` �( �r -��c C 1 PLUMBING CONTRACTOR: 7. NAME OF COMPANY: l t 1, e. A�E ^ \ ` \ 9. STATE OF OF FLORIDA ICENSE NO: ,l�•�1Mt ✓`J ∎ 10. CELL PHONE: 1 � G J '► 11 FAX NO.:�� Lk 1 L) 12. E AIL ADDRESS: 13 OFFICE PHONE 14. 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) mont a any time after work is commence) i CONTRACTORS SIGNATU' . _ /111 i / 15. NATURE OF WORK: 16. 17. ` 18. CURRENT CODE: X NEW ❑ '06 FLORIDA BUILDING CODE- 0 RE —PIPE PLUMBING ❑ OTHER: 19. NUMBER OF FIXTURES: BATH TUB SEWER CONNECTION BIDET S HOWERS DISH WASHER SHOWERS PANS DISPOSAL 1 SINK DRINKING FOUNTAIN 2_ WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE 2 HOSE BIB 1 WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR \ WATER HEATER 2 LAVATORY UR INALS 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 s Julius Lee Engineering RE: 320667 - 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 Site Information: Project Customer: Beaches Habitat Project die: 320667 Model: Custom Lot/Block: 4Y Address: 1101 -1103 Scheidel Ct. State: Florida City: Duval Name Address and License # of Structural Engineer of Re ,, If S ere is one, for the building. Name: Paine, Lawrence A., PE 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: ASCE 7 -05 Wind Speed: 120 mph Floor Load: N/A psf Roof Load: 32.0 psf With package ifixedeto this individua, dated Truss sheet, I certify Design Drawings 1 am theTru and 0 Design Engineer and this index sheet With my seal afflxe This do s m to 6t processed per se 6G15'23 003 of the Florida Board of Professionals Rules This s the event I 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. Truss Name Date Truss Name Date No. Seal# No Seal# ___ T0 12/2/09 11, 114163905 CJ01 12/2/09 18 1416392 112/2/09 12 14163906 CJO2 12/2/09 19 14163923 1T08 ____ 14163907 CJO2A _ 12/2/09 20 141639241T09 __ 112/2/09 1 13 CJ04 12/2/09 4 14163908 15 14163909 CJ05 12/2/09 16 14163910 CJ05A 1212/09 17 ,14163911 1 EJ02 12/2/09 18 . 14163912 I EJ07 12/2/09 19 14163913 IEJ08 12/2/09 110 :14163914 1 GE01 12/2/09 111_ !,14163915 HJ01 _ . 12/2/09__' 1 12 _ 14163916 _ T01 _ 12/2/09 13 ,14163917 1T02 12/2/09 114 114163918 T03 12/2/09 15 I14163919 1 T04 I 12/2/09 116 114163920 � T05 1 12/2/09 1 . 14163921 i T06 12/2/09 \\ � okkI11i� /// The truss drawing(s) referenced above have been prepared by MiTek \ ��� w� S. K //i /. Industries, Inc. under my direct supervision based on the parameters ��\,• • �i;ENS 4 � • � provided by Builders FirstSource (Jax). * / • 1�Ic� 34869 Truss Design Engineer's Name: Julius Lee - • p My license renewal date for the state of Florida is February 28, 2011. , '13 . W NOTE: The seal on these drawings indica acceptance of Q. • • . s OF professional engineering responsibility solely for the truss � . .• • ' ... • • components shown. The suitability and use of this component v.0 •• NAB . for any particular building is the responsibility of the building �/ / l 1 l 1 \Dcember 2,2009 designer, per ANSI /TPI 1 Chapter 2. 1 of 1 Julius Lee w j F COPY i 4 Job Truss Truss Type Q Pl y 14163905 320667 CJ01 JACK 2 1 292445001 __ Job Reference (4)999i91) 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed Dec 02 14:05 :17 2009 Page 1 Builders FrstSource, Jacksonville, Fl 32244 17 -5 -8 17 -5 -8 H - -1 -4 -0 - - l t 1 -4 -0 -6-8 Scale = 1:9.6 3 6.00 2 0 1 1 2 T1 B1 1 r 4 3x4 = LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vert(TL) -0.00 2 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Wind(LL) 0.00 2 ** 240 Weight: 7 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1 -6 -8 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 2= 162/0 -3-8, 4 =7 /Mechanical, 3 =4 /Mechanical Max Horz 2 =89(LC 7) • Max Uplift2=- 169(LC 7), 3= -20(LC 6) Max Gray 2= 162(LC 1), 4 =22(LC 2), 3 =17(LC 5) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES (7 -10) 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =25ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 Ib uplift at joint 2 and 20 Ib uplift at joint 3. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. �\\\\%11 (((+ • i , / �// / /// ` 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 \- \� . \v5 S ENSF 4 � • IC • . ' LOAD CASE(S) Standard - * • No 3 )•9 _ - • p Q:— — 73 '• : W= �O STATE OF .•• . . - i �s ••.` LORIDP•.•' C���� /,, / N M `\\\` December 2,2001 A WARNING - Verify design parca,er, ter€ 0 7d READ NOTES ON T7'776 AND INOI.UDE0 >07555R REFERENCE YALE M77 . 7473 REPOR0 00E. 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 component is responsibility of building designer - not truss designer. Bracing shown Blvd. Bay 0 o C 0 19 Coastal is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 11 C o, sl 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 /TP11 Quality Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. A Job Truss Truss Type Q Pl y 14163906 < 320667 CJO2 JACK 2 1 292445002 Job Reference (optional) — 7.140 s Oct 1 2009 MiTek l tiih, Inc. Wed Dec 02 14.05:18 2009 Page 1 Builders FrsiSource, Jacksonville, Fl 32244 17 -5 -8 17 -5 -8 -1 -4 -0 2-10-8 I 1 -4 -0 I 2 -10 -8 Scale = 1:13.0 3 li 6.00 12 T1 2 M \ B, / 1 3x6 I I 4 il 3x4 P , e • ets X Y : 2'1 -0 -0 0 -1 -2 '0 -1- 1-4 -1 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.00 2 -4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Wind(LL) 0.00 2 "" 240 Weight: 12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -10 -8 oc puffins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEDGE _ MiTek recommends that Stabilizers and required cross bracing Left: 2 X 4 SYP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 3 =48 /Mechanical, 2= 193/0 -3 -8, 4 =13 /Mechanical Max Horz 2= 122(LC 7) Max Uplift3= -48(LC 6), 2=- 171(LC 7) Max Gray 3 =48(LC 1), 2= 193(LC 1), 4 =40(LC 2) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES (7 -10) 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =25ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 Ib uplift at joint 3 and 171 Ib uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular \\ \ `\ \ ((I IIi / / / // `V bu is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. \\ \\ S S {( / /// 8) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) \ - \�\ • • • • • ' , • • (• /i 9) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 0C,......“3- • . LOAD CASE(S) Standard — * • • * NO 34 9 • - _ 73 •, .W o _— __ O S .. •(\ •, STATE OF .• � �s ••. . c: ' / / / / i s / j AV. �� \". /,, // N \ \ \ \\ December 2,200^ "Wial i A, WARNING - Verifg design parameters and RE.4 FJ 000E0 0R THIS AND INCLUDED .MITER REFERENCE PAGE 100.4473 33I:PORE r3SE. Design valid for use only with M7ek connectors. This design is based only upon parameters shown. and is for an individual building component. Jurus Lee Engineering Applicability of design parameniers and proper incorporation of component a 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 is the responsibillity of the 1 1 109 109 Coastal oa5 o, FL lal l BOy 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 /TPII Quality Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison, WI 53719. 4 Job Truss Truss Type Qty Pl y 14163907 320667 CJO2A JACK 2 1 292445003 18 - - _ Job Reference (optional) 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed Dec 02 14:0518 2009 Page 1 Builders FrslSOUrce, Jacksonville, Fl 32244 1 4 0 17 -5 -8 2-1-2 17 -5-8 2-1-2 1 -4 -0 Scale 1.5" =1' 3 400112 ti 2 / T1 / B1 0 1 IIM 4 2x4 - All 1 PNV l LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Wind(LL) 0.00 2 "" 240 Weight: 9 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -1 -2 oc puriins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 3 =18 /Mechanical, 2= 176/0 -3 -8, 4 =9 /Mechanical Max Horz 2 =71(LC 5) Max Uplift3= -20(LC 6), 2=- 188(LC 5) Max Gray 3e18(LC 1), 2= 176(LC 1), 4 =28(LC 2) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES (7 -10) 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =25ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 Ib uplift at joint 3 and 188 Ib uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. \ \ `\ ` 1 c ` () () i / / / // 8 For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) �\\ V `� S. K / // / 9) Design Engineer: Julius Lee, PE: Florida P.E. License No. Address: N.' Truss Desi 34869: Add 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 � • . • " 9 9 \ _J�•' oGENSF •. y j ,(• i LOAD CASE(S) Standard • * No 34: ' • d l r _ 3 :w_ � � STATE OF ` �\ .�s' •. \� / O ts,/,- / / '01111(0- , N A � \\\\ December 2,2001 A WARNING. - Veriiy di. Q = gar <amz t ra and READ NOTES ON THIS AND INCLUDED 30050 REFERENCE 0.400 M107477 BEFORE 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 Blvd. Bay al is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction 8 the responsibillity of the 1109 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, 058 -89 and BCSI1 Building Component Safety Informotlon available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. - - jab Truss Truss Type Qty Pl y 14163908 320667 CJO4 JACK 2 1 J 92445004 Refe o.tional 7.140 S Oct 1 2009 MiTek IncitOfpfi Inc. Wed Dec 02 14:05:19 2009 Page 1 Builders FrstSource. Jacksonville, Fl 32244 1 -t -4 -0 17-5-8 _ 4 -2 -8 17 -5 -8 1-4-0 Scale = 1:16.3 3 i 6.00 12 T1 2 ©� I. B1 1 3x6 I I 4 3x4 =_ e Offsets (X.Y): [2:0- 0- 0.0 -1 -2]. [2:0- 1 -3.0-4-121_ _- _ LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.02 2 -4 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Wind(LL) 0.00 2 "" 240 Weight: 17 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4 -2 -8 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left: 2 X 4 SYP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 3 =92 /Mechanical, 2= 227/0 -3 -8, 4= 20/Mechanical Max Horz 2= 156(LC 7) Max Uplift3 = -97(LC 7), 2 =- 176(LC 7) Max Gray 3 =92(LC 1), 2= 227(LC 1), 4 =60(LC 2) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. NOTES (7 -10) 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL =4.2psf; BCDL =3.0psf; h =25ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 Ib uplift at joint 3 and 176 Ib uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular \\ \ \ \ 1 1 ([ (/ / / // building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. �� \\ `` 3� S S. K /1/ 8) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) \ \ v • • • � j • JV F 9) Truss D Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 \G EN SF LOAD CASE(S) Standard --. tandard * ' No 34 9 �� • � � STATE OF .• � -.� ••.FLOR%ON.•• �9 . • /ssin N A\- \\ ' / //ji111\i\ \ December 2,2001 A ti'ARN5>0 Verify design paraan<t nn. READ NO7>11 ON 7711S AND JNCt!'OED ntIT13> REFERENCE PACE M147473 5EFOR6 I:SE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is tor 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 1 109 Coastal lS Bay Blvd. 4 for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Boynton, s 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/W11 Qualify Criteria, DSB489 and BCSII Building Component Sofety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. _ Job Truss Truss Type Qty Ply 320667 CJO5 JACK 2 1 292445005 Job Reference o.tional 7.140 5 Jun 24 2009 MiTek Industries, Inc. Wed Dec 02 15:12:57 2009 Page Builders FrstSource, Jacksonville, F132244 -1-4-0 5-6-8 _ .. 1 -4 -0 5 -6 -8 Scale = 1:19.3 3 6.00 112 2 '':' _.. 1 3x6 I I 4 M 1 3x4 = l 5 -6 -6 -- ...._ _. - 1 5 -6 -8 Plate Offsets (X,Y): 12:0-0-0,0-1-21,12:0-1-3,0-4-12] - LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) -0.04 2 -4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.07 2-4 >862 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Wind(LL) 0.00 2 "^ 240 Weight: 21 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -6 -8 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing I Left: 2 X 4 SYP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. .. REACTIONS (Ib /size) 3= 132 /Mechanical, 2= 266/0 -3 -8, 4 =27 /Mechanical Max Horz 2= 191(LC 7) Max Uplift 3=- 140(LC 7), 2=- 186(LC 7) Max Gray 3= 132(LC 1), 2= 266(LC 1), 4 =80(LC 2) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES (7 -10) 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =25ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \0011111/// u/ 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide \ �� \` `� �+ /� // will fit between the bottom chord and any other members. \ \- ` V i7 ./ 4) Refer to girder(s) for truss to truss connections. J�•' • E 4,s 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 Ib uplift at joint 3 and 186 Ib uplift at \ " •• \..•- 3F '•• joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. - * ' NO 34 9 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 i O • W 33435 •T ' •• STATE OF .• _. CASE(S) •• Et Ps '• � \ LOAD CASES Standard i Sl / / \\\ December 2,2009 A WARNING - Vorijy design parameter, and RA.1.D ROTES 00 THIS AND INCLUDED MITER REFERENCE P700 Rfll 7473 007077 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 Blvd. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 1109 109 Coastal FL tal 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'Onotrio Drive, Madison. WI 53719. Job Truss Truss Type Qty Ply 14163510 2 1 292445006 CJO5A JACK 320667 Job Reference (optional) _ 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed Dec 02 14:11 009 Page 1 Builders FrsiSource, Jacksonville, Fl 32244 17 -5 -8 17 -5 -8 _ 5-1 -2 1 f _ t_4 0 5 -1 -2 1-4 -0 Scale = 1:13.0 3 4.00 [12 / T1 2 Wil 81 1 / IIB 2x4 = 4 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in floc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.05 2-4 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Wind(LL) 0.00 2 "" 240 Weight: 18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -1 -2 oc puffins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 3= 119 /Mechanical, 2= 252/0 -3 -8, 4 =24 /Mechanical Max Horz 2= 123(LC 5) Max Uplift3=- 102(LC 5), 2=- 205(LC 5) Max Gray 3= 119(LC 1), 2= 252(LC 1), 4 =73(LC 2) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. NOTES (7 -10) 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =25ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 Ib uplift at joint 3 and 205 Ib uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. � `` 1, (I 1 c S ) / / 1 /// 8) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) g Engineer: ineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 \�� � V S. {� /i�/i 9) Truss Design En \ • . N. ■∎J 0C,ENSF LOAD CASE(S) Standard No 9 • -70•. •W� STATE OF .• � � i iiiio \ \ �� December 2,2001 . / A WARNING - Verify design par¢nu•ters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PACT ISETT973 9EFORF 11517. 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 8 for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1109 Blvd. 1 I09 109 C CoO51 l Bay Bay erector. Additional permanent bracing of the overall structure 8 the responsibility of the building designer. For general guidance regarding Boynton, FL Coastal 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 14163911 320667 EJ02 JACK 26 1 292445007 Job Reference (optional) 8-9-4 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed Dec 02 14:05:19 2009 Page 1 Builders FrstScurce, Jacksonville, Fl 32244 8 -1 -8 8 -1 -8 -1-4-0 2-0-0 I I 2-0-0 I 1 -4 -0 Scale = 1.7.8 3 4.00 [12 2 / T1 81 1 4 j 2x4 = / 441 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Wind(LL) 0.00 2-4 >999 240 Weight: 8 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 2= 166/0 -3 -8, 4 =10 /Mechanical, 3 =26 /Mechanical Max Horz 2 =71(LC 5) Max Uplift2=- 213(LC 5), 4= -34(LC 5), 3= -23(LC 6) Max Gray 2= 166(LC 1), 4 =29(LC 2), 3 =26(LC 1) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES (7 -10) 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =25ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone; porch left and right exposed;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 Ib uplift at joint 2, 34 Ib uplift at joint 4 and 23 Ib uplift at joint 3. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular \ I I (I iiI / f 1 �� building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. \\ s3 S. K ',,� 8) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) , \) \ , ,N • 4 � i 9) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 ' I C E NSF •'• x\ ' i LOAD CASE(S) Standard _ * • No 3' : 9 -�.• • w �� •• STATE OF �� : i � s F L • • 0j s /� '., NIA` . I \ 0\ December 2,200" WARN/M.4 - Verify design parameter, mai READ 'DOTES ON Tiff> AND INCLUDED MITER REFERENCE PAGE MD .74' LREPOR? IISF.. 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 paromenters and proper incorporation of components responsibility of building designer not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability dunng construction is the responsibillity of the 1109 109 Coastal FL 33435 Blvd. 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 /TP11 Quality Criteria, DSB -89 and BCSi1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. t J Truss Truss Type Qty Ply 320667 EJ07 MONO TRUSS 24 1 292445008 Job Reference (optional) 7.140 s Jun 24 2009 MiTek Industries, Inc. Wed Dec 02 15:13:19 2009 Page 1 Builders FrstSource, Jacksonville, Fl 32244 14-0 I 7-0-0 1-4-0 7 -0-0 1 Scale = 1:22.8 3 6.00 112 0 O 0 ■ 1 j/ 4 I 5x6 II . 7-0-0 --1 7 -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) -0.09 2-4 >920 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.18 2 -4 >461 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Wind(LL) 0.16 2 -4 >522 240 Weight: 25 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4 -1 -15 oc puffins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left: 2 X 4 SYP No.3 be installed during truss erection, in accordance with Stabilizer Installation .uide. REACTIONS (Ib /size) 3= 162 /Mechanical, 2= 310/0 -3 -8, 4 =45 /Mechanical Max Horz 2e228(LC 7) Max Uplift 3=- 169(LC 7), 2=- 200(LC 7) Max Gray 3= 162(LC 1), 2= 310(LC 1), 4 =97(LC 2) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES (7 -10) 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =25ft; Cat. ft; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \ � x \ I (I 1 1 / / / // 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide �� V ` 1/ will fit between the bottom chord and any other members. \ � \ �'; `. < � • 4) Refer to girder(s) for truss to truss connections. •N J!• • • ENS •• 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 Ib uplift at joint 3 and 200 Ib uplift at \ i \.' F • joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ..... * • NO 34 9 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. _ - 0 • LL 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 i O w — 33435 4■ •• STATE OF LOAD CAS - .FLOR(OP•. ' CASE(S) Standard i ,,/ S� `� \,: December 2,2009 , WARNING - Vm Jy design i ©n F ameters <rrxf REAR NOTES, t7> THIS AND INCLUDED MITER REFERENCE PACE 511774'73 8EFOER 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 1 109 Coastal Boy 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 33435 erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery. erection and bracing. consult ANSI /TPII Quality Crteria, DSB -89 and BCSI1 Building Component 1 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. Job Truss Truss Type Qty Ply 141639131 320667 EJOB MONO TRUSS 2 1 Job Reference o•tional _ QQ$j Page 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed Dec 02 14.05; ge 1 Builders FrstSource, Jacksonville, Fl 32244 17 -5 -8 8 -1-2 17 -5 -8 _ 4 -3-11 — —. g_g_7 I -1-4-0 I 1 -4 -0 4 -3 -11 Scale = 1:18.0 4 4.00 12 2x4 3 T1 Aid B1 I FA 3x4 = 3x5 = LOADING (p s f) SPACING 2 -0 -0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.15 2 -6 >624 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.27 2 -6 >347 240 BCLL 0.0 * Rep Stress Incr YES WB 0.17 Horz(TL) -0.01 5 n/a n/a BCDL 5,0 Code FBC2007/TP12002 (Matrix) Wind(LL) 0.05 2-6 >999 240 Weight: 33 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7 -10 -6 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. -- REACTIONS (Ib /size) 4 =86 /Mechanical, 2= 343/0 -3 -8, 5= 159 /Mechanical 1 Max Horz 2= 174(LC 5) Max Uplift4= -81(LC 5), 2=- 245(LC 5), 5= -78(LC 5) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 394/464 BOT CHORD 2 -6 =- 639/343 WEBS 3 -6 =- 366/682 NOTES (7 -10) 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =25ft; Cat. II; Exp C. enclosed; MWFRS (low -rise) and C -C Exterior(2) zone;C -C for members and forces 8 MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 Ib uplift at joint 4, 245 Ib uplift at joint 2 and 78 lb uplift at joint 5. \1�� 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. \\ // / 7 This manufactured product is designed as an individual building component. The suitability and use of this component for any particular \\\ V-1... S S ./- ,,, b 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) �J • \ \GENSF �� • •• 9) 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 NO 34 9 • — . (r — ' 3 •. : W L STATE OF .• \_• ins •-. 0 \ ' / /j1I 1 I l,,\ December 2,200: _ J / A WARNING Verify 6evigo parameters and READ NOTES ON TINS AND INCLUDED NITER REFERENCE R 0E kw - 2 5 HE 00 USE. Design valid for use only with MiTek connectors This designs 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 1 109 Coastal Boy ring Blvd. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Boynton, s 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 CrHerio, 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 Pl - 320667 GE01 GABLE 14163914 2 1 292445010 Job Reference (optional) Builders FrstSource, Jacksonville, Fl 32244 7.140 5 Oct 1 2009 MiTek Industries, Inc. Wed Dec 02 14:05:21 2009 Page 1 -1-4-0 17 -5 -8 1 1-4-0 -4 -0 1 7 -0 -0 1 7 -0 -0 2x4 11 Scale = 1:23.0 6 2x4 11 • 5 2x4 11 4 ■ 3x4 % 1 6.00 12 3 III .T1 2 1 1 I n II _ 1 B1 r 9 8 7 5x6 = 2x4 II 2x4 II 2x4 11 17 -5 -8 7 -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.00 1 n/r 90 BCLL 0.0 " Rep Stress Incr NO WB 0.07 Horz(TL) -0.00 7 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 36 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except BOT CHORD 2 X 4 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 7 -0 -0. (Ib) - Max Horz 2= 209(LC 7) Max Uplift All uplift 100 Ib or less at joint(s) 7, 9 except 2=- 115(LC 7), 8=- 104(LC 7) Max Gray All reactions 250 Ib or less at joint(s) 7, 2, 8, 9 FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. 1 TOP CHORD 2 -3 =- 306/0, 3- 4=- 299/31 WEBS 4 -9 =- 132/293 NOTES (9 -12) 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =25ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone;C -C for members and forces 8 MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 -2002. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2 -0 -0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will \ ` () () ( / / / fit between the bottom chord and any other members. ,\\\\‘ v S. k / // 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 7, 9 except (jt =1b) \ -- `` • , // 2= 115, 8 =104. � V�• • �\CENgF ' ��� 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 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. No 3 •9 10) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) "' - 11) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 - 13 • IX _ LOAD CASE(S) Standard • • W �� STATE OF .• �� �� •.FCOR1 '.•' c / '' /j,11111 1 \ ` \ December 2,200 A WARNING - t j5 design pas.arrulters z a READ NOTES 05 7703 350 JNCJ, D., t 5070 7 REFERENCE` 710F 907 7473 0FFOR0 080. 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 En Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Engineering 6 for lateral support of individual web members only. Additional temporary bracing to insure stability dur construction is the responsibillity of the 1109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure n the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication, quality control, storage. delivery, erection and bracing, consult ANSI /TPii Quality Criteria, 088 -89 and BCSI1 Building Component Safely Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison, WI 53719. Job Truss Truss Type Qty Ply 14163915 320667 HJO1 MONO TRUSS 2 1 Job Reference (optional) Builders FrstSource, Jacksonville, Fl 32244 7.140 s Od 1 2009 MiTek Industries, Inc. Wed Dec 02 14:05:21 2009 Page 1 -2 -5 -7 17 -8 17-5-8 _ 6 -1 -13 I 12 -5 -3 2 -5 -7 6 -1 -13 6-3 -6 A6a101= 1:25.4 4 3.33 112 3x4 3 N3 T1 N1 2 �� / - - Hanger Sur/Sul 26 1 g J M - - g 1 f 3x8 II 6 4x5 - 2x4 5 3x4 = 17 -5 -8 17 -5 -8 6 -1 -13 12 -5 -3 1 Plate Offsets (X.Y): [2:0- 0 -0,0 -1 -121. [2:0 -2- 12,0 -8 -131 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) -0.04 5 -6 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.12 5 -6 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.74 Horz(TL) 0.02 5 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Wind(LL) 0.05 5 -6 >999 240 Weight: 60 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -3-0 oc purlins, except BOT CHORD 2 X 4 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 7 -5 -9 oc bracing. W3: 2 X 4 SYP No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection, in accordance with Stabilizer Left: 2 X 4 SYP No.3 Installation guide. REACTIONS (Ib /size) 5= 787 /Mechanical, 2= 579/0 -6 -5 Max Horz 2= 330(LC 3) Max Uplift5=- 531(LC 3), 2=- 409(LC 3) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 1106/422, 4 -5 =- 392/366 BOT CHORD 2 -6 =- 664/1031, 5- 6=- 664/1031 WEBS 3 -5 =- 1015/649 NOTES (8 -11) 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =25ft; Cat. 11; Exp C; enclosed; MWFRS (low- rise); Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. \\ \ \ 11 1 1 1 / 1 / / 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 5 =531, \ \ \\ ` `S S K '/ • 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. \ \ \S". CENSF l�,(/ ■ /� 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). .' \� • 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particuI. building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. : * • ' No 34 9 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) — 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 3343E 'D : LOAD CASE(S) Standard w 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 O STATE OF � Uniform Loads (plf) i • Vert: 1 -2 = -54 i ' •. F LORID P • . Trapezoidal Loads (plf) i S, • \\ Vert: 2=-4(F=25, B= 25)- to- 4=- 168(F = -57, B = -57), 2= 0(F =5, B= 5)- to- 5=- 31(F = -11, B = -11) ' /O N jAV. \\ December 2,2009 L WARNING Verify dev panurwtxra z3t4 READ NOTE. ON TEAS' AND INCLUDED i 7ITEFI REFERENCE PAGE >111 -7 473 BEFORE 000. 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 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication, quality control. storage. delivery. erection and bracing, consult ANSI /TPI1 Qualify Criteria, DSB -89 and BCSII Building Component L Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison. WI 53719. _ — Job Truss Truss Type aty Ply 4163916 320667 rot MONO HIP 2 2 J 92445012 Reference (optional) Builders FrstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed Dec 02 14:05:22 2009 Page 1 1Z 5 8 17 1- 1 - -41 s - 11 - 14 I 11 -2 -0 I 16-9-10 I 22 -54 I 28 -0 -14 34 -0 -0 -4 -0 1 -4 -0 5 - 11 - 14 5 -2 -2 5 -7 -10 5 -7 -10 5-7 -10 5-11 -2 1 -4 -0 Scale = 1:61.4 3x4 = 4x6 = 3x4 = — 2x6 II 3x4 = 3x6 — 4.00 [12 4 5 6 7 8 9 10 3x4 ;_ Pa ; M W1 " \\ we Wi 5x7 = 17 16 15 14 13 12 11 2x4 I 3x8 = 7x8 = 5x7 WB — 3x4 = 4x6 = 3x5 = I I 17 -5 -8 17 - - I - 5 -11 -14 -- I 11 -2 -0 .}_ 18 - - I 26 -2 -5 I 34 -0-0 I 5 -11 -14 5-2 -2 _.. 78_3 — 7 -6 -3 7 -9 -11 Plate Offsets ()CY): [2:0 - - E doei = __ LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) -0.35 14 -16 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.72 14 -16 >563 240 BCLL 0.0 * Rep Stress Incr NO WB 0.79 Horz(TL) 0.20 11 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Wind(LL) 0.48 14 -16 >836 240 Weight: 347 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4 -2 -9 oc purlins, except BOT CHORD 2 X 4 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5 -9 -14 oc bracing. WEBS T- Brace: 2 X 4 SYP No.2 - 8 -11 Fasten T and I braces to narrow edge of web with 10d Common wire nails, 9in o.c.,with 4in minimum end distance. Brace must cover 90% of web length. REACTIONS (lb /size) 11= 3676/0 -3 -8, 2= 3013/0 -3 -8 Max Horz 2= 242(LC 4) Max Uplift l 1=- 2412(LC 4), 2 =- 1978(LC 3) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 8352/5310, 3 -4 =- 8050/5195, 4 -5 =- 7686/5016, 5 -6 =- 8183/5289, 6 -7 =- 5702/3676, 7 -8 =- 5702/3676, 9- 11=- 544/507 BOT CHORD 2 -17 =- 5025/7839, 16 -17 =- 5025/7839, 15 -16 =- 5477/8447, 14 -15 =- 5477/8447, 13 -14 =- 4822/7414, 12- 13= -4822/7414, 11 -12 =- 3097/4719 WEBS 4 -16 =- 1139/1940, 5 -16 =- 923/686, 5 -14 =- 592/611, 6 -14 =- 562/1088, 6 -12 =- 2422/1720, 8 -12 =- 1176/2198,8 -11 =- 5530/3624 I NOTES (11 -14) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. \\ \\ \ 1 1 I I I I / I // " \ Webs connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. S k- / 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply \ 's . �• , \v5 S [�//0 connec have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. ., \ '' \ \GENSF • ' �`:' 3) Wind: ASCE 7 -05; • 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =25ft; Cat. 11; Exp C; enclosed; MWFRS (low- rise); end .' c vertical right exposed; Lumber DOL =1.60 plate grip DOL =1.60 ■ 4) Provide adequate drainage to prevent water ponding. * • No 3 * 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I _ 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide wilt . : / CC _ fit between the bottom chord and any other members. _ 73 : W = • 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) 11= 2412, 2 =1978. O . STATE OF 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. i 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1151 Ib down and 771 Ib up at i s ' • • .. OR IO P •' v\ �:, 11 -2 -0 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. /// s/ ! \ � 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. // ()NM- �i \\ / ///I illtl\ \ \ \ December 2,2001 Continued on page 2 �. Y,ti� WARNING � � �� �• •. t. - t ,rijy de. rg, parameters lu ui READ NOTES ON THIS AND INCLUDED MITER 313>88ENCE PAGE 1011-7 373 73 088088 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 is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 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 14163916 320667 TO1 MONO HP 2 292445012 2 Job Reference (optional) Builders FrstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed Dec 02 14.05:22 2009 Page 2 11) 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. 12) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 13) 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) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1- 4 = -54, 4- 9=- 174(F= -120), 9- 10 = -54, 2- 16 = -10, 11- 16=- 32(F = -22) Concentrated Loads (lb) Vert: 16=- 1151(F) \\\ \ O n I l I f f w • S •K • • L \CENs - '••• •\ *' No 34 9 70 W -- �� • STATE OF •• '' . V' \ �� • • ' / 's;S /0 � I( rll( December 2,200° W405100 - Verify design pars,neters end READ VOTES 04 THIS A?rE INCI.!'DED NITER 1017004010500470 PAGE 6177.41 3 1100040 17SE. Design valid for use only with Mifek 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 1109 Coastal Bay Blvd. is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the y erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton. FL 33435 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. i. Job Truss Truss Type Qty Ply 14163917 320667 702 MONO HIP 2 1 292445013 Job Reference (optional) Builders FrstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed Dec 02 14:05:23 2009 Page 1 17-5-8 34-0-0 -1 -4 -0 7 -5-14 14 -2 -0 20 -8 -3 _7 -2 -5 34 -0-0 -0 -■ 1 -4 -0 7 -5-14 6 -8-2 6 -6 -3 6 -6 -3 6 -9 -11 1 -4 -0 Scale = 1 61.4 4.00 112 5x6 = _ ll 3x4 = 3x4 3x5 - 2x6 5 6 7 8 9 10 3x4 �� T3 c7 r N.,' T4 1 4x6 � II N. US Mit 3 A.' W1 3x8 16 15 14 13 12 11 2x4 3x5 = 3x8 = 3x4 = 3x4 = 7x8 = 17 -5 -8 17 -5 -8 I 7 -5 -14 1 14 -7 -0 1 73 -11 -4 1 34 -0 -0 1 _ 7 -5 -14 6 -8-2 9 -9 -4 10 -0 -12 Plate Offsets (X.Y): 14:0- 3- 0.Edgej LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) -0.23 11 -12 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.43 11 -12 >934 240 BCLL 0.0 * Rep Stress Incr YES WB 0.66 Horz(TL) -0.20 11 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Wind(LL) 0.37 14 -16 >999 240 Weight: 173 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -4 -6 oc purlins, except BOT CHORD 2 X 4 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 3 -6 -3 oc bracing. WEBS T- Brace: 2 X 4 SYP No.2 - 8 -11 Fasten T and 1 braces to narrow edge of web with 10d Common wire nails, 9in o.c.,with 4in minimum end distance. Brace must cover 90% of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 11= 1158/0 -3 -8, 2= 1161/0 -3 -8 Max Horz 2= 302(LC 6) Max Uplift l 1=- 717(LC 6), 2=- 733(LC 5) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 2740/2689, 3 -4 =- 2034/2031, 4 -5 =- 2023/2049, 5 -6 =- 1878/2023, 6 -7 =- 1574/1660, 7 -8 =- 1574/1660, 9 -11 =- 248/301 BOT CHORD 2 -16 =- 2916/2536, 15 -16 =- 2916/2536, 14 -15 =- 2916/2536, 13 -14 =- 2012/1842, 12- 13=- 2012/1842, 11 -12 =- 1361/1233 WEBS 3 -14 =- 711/884, 5 -14 =- 230/352, 6 -12 =- 475/620, 8 -12 =- 532/604, 8 -11 =- 1488/1564 NOTES (8 -11) 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =25ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) and C -C \\ \, t) I I j i f f 1 // Exterior(2) zone; end vertical right exposed;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip � \\ . \ S S. K / / �i DOL =1.60 \ \ \ .. • . < / 2) Provide adequate drainage to prevent water ponding. \CENSF �� 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live Toad of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will- * ... '•. * fit between the bottom chord and any other members. _ NO 34 9 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 11 =7T7, — 2 =733. — - • : L.C. _ 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. — 23 : ill 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particulaF�O � STATE OF •• _:-- building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. • \ • 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) � � �1 F� ORID . •' (j \ � / 10) 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 / / S � .. / ~ � \ `' \ December 2,2009 A WARNING Verify design paranseters and READ NOTES ON T1715 AND INCLUDED MITER REFERENCE FADE MST .4 73 10>5ON5 50F 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 paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown ) 109 Coastal Bay Blvd. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the y erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI /TPI1 Qualify Criteria, 018 -89 and BCSII Building Component Safely Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. . Job Truss Truss Type Qty Ply 14163918 320667 103 MONO HIP 2 1 292445014 Job Reference o.tional Builders FrstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industnes, Inc. Wed Dec 02 14:05:23 2009 Page 1 1 - 5 - 8 __ 17 - 33 - - -1-_4- 6-3 -9 11 -11 -0 - — 16 -7 -11 I -- 1 - g'_ q_r_r 1 -4 -0 6 -3 -9 5 -7 -7 4 -8 -11 6 -3 -7 5 -1 -5 5 -11 -9 1 -4 -0 Scale = 1:61.4 4x6 = 4.00 ' 3x4 = 3x4 3x5 = 2x6 6 7 8 9 10 11 � $7 — ___ ca v .r.� / Ia 3x5a� _<--------_ I 3x4 % 2x4 „� \\ j 4 3 Fa ___ \ NI NN vs 1 _ ? _ —_— S3 - -_ TOT Y o C. - - -------- 3x6 — 17 16 15 18 14 19 13 20 21 12 3x4 = 3x4 '= 3x8 3x5 = 3x4 = 7x8 = 17 -5 -8 17 -5 -8 I 8-6 -11 I 16 -7 -11 I — 25-9-2 I 34 -0 -0 —I 8 -6 -11 8 -14— _ -- 9 -1 -7 8 -2 -14 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.24 13 -15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.42 13 -15 >972 240 BCLL 0.0 * Rep Stress Incr YES WB 0.56 Horz(TL) -0.19 12 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Wind(LL) 0.36 15 -17 >999 240 Weight: 184 Ib L. LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -5 -3 oc purlins, except BOT CHORD 2 X 4 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 3 -5 -15 oc bracing. WEBS T- Brace: 2 X 4 SYP No.2 - 9 -12 Fasten T and I braces to narrow edge of web with 10d Common wire nails, 9in o.c.,with 4in minimum end distance. Brace must cover 90% of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 12= 1305/0 -3 -8, 2= 1211/0 -3 -8 Max Horz 2= 352(LC 6) Max Uplift 12= 710(LC 6), 2= - 730(LC 5) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 2926/2781,3 -4= -2654/ 2527,4 -5 =- 2603/ 2541, 5 -6 =- 1927/1858, 6 -7 =- 1795/1821, 7 -8 =- 1375/1326, 8 -9 =- 1375/1326, 10- 12=- 233/288 BOT CHORD 2 -17 =- 3082/2719, 16 -17 =- 2442/2221, 15 -16 =- 2442/2221, 15 -18 =- 1632/1621, 14 -18 =- 1632/1621, 14 -19 =- 1632/1621, 13 -19 =- 1632/1621, 13 -20 =- 1082/1078, 20 -21 =- 1082/1078, 12- 21=- 1082/1078 WEBS 3 -17 =- 330/523, 5 -17 =- 381/417, 5 -15 =- 562/732, 6 -15 =- 235/321, 7 -15 =- 337/239, 7 -13 =- 544/706, 9 -13 =- 610/786, 9 -12 =- 1473/1368 NOTES (8 -11) \\ I I I I I I I I 0 , 1) Wind: ASCE 7 -05; 120mph (3 second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =25ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C \\\\ \vs S .k < / / // & Exterior(2) zone; end vertical right exposed;C -C for members and forces MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 �J� •' � �GENg�c ' � cC\ 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - * . ••• 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will No 3 69 • fit between the bottom chord and any other members, with BCDL = 5.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 12=7T-0 7U • CC _ 2= 730. - LLJ 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. � STATE OF . - 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular;, e , (\, •. • p \ � building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. i ORID • 0 ,, 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) / / v S� G\ \ � \ 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 1 / / O N - \ \ \ \\ LOAD CASE(S) Standard December 2,2001 .. . ..v , . . �......: ...... : ... ..: . .. .. a�.. WARNING item Jy do _ i o porarneMr, and RP:A0 NOTES ON THIS 4:757 77Q,10)7It ,.TTC., RI :FE 75>0> PAGE RAt1 -7473 7777OR1; 08.75. 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 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 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'Onolrio Drive. Madison. WI 53719. Job Truss Truss Type Qty Ply 14163919 320667 704 SPECIAL 2 1 292445015 Job Reference (optional) Builders FrstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 Mirek Industries, Inc. Wed Dec 02 14:05:24 2009 Page 1 7-5 -8 17-p- - -• r 10 -1 - -8 _ 17 -0 -0 1 20-4 -5 1 27 -1 -7 �_ 34 -0 -0 4-01 1 -4 -0 6-10 -0 5 -4 -8 4 -9 -8 3 -4 -5 6 -9-2 6 -10 -9 1 -4 -0 Scale = 1:62.5 4x5 = 4.00 R 6 5x6 = 2x6 I I eilllii ._ . 9 3x4 / \! 3x6 2x4 \\ 5 % _ — rim 3x5 � 10 3 4 / 1/ L NI1114110 �7 1., co /./., N os. N 2 91 ___ .:r. 63 F. ° 16 15 13 12 11 3 x8 = 14 3x4 = 3x4 = = 3x8 = 3x4 = 3x4 = 7x8 17 -5 -8 17 -5 -8 1 8 -11 -8 I 120-.0 __ ___.__-1 24 -6 -10 I 34 -0 -0 I 8 -11 -8 8 -0 -8 7 -6 -10 - - LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) -0.21 11 -12 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.39 11 -12 >999 240 BCLL 0.0 ' Rep Stress lncr YES W6 0.60 Horz(TL) -0.20 11 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Wind(LL) 0.38 14 -16 >999 240 Weight: 178 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -5-8 oc purlins, except BOT CHORD 2 X 4 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 3 -5 -10 oc bracing. WEBS T- Brace: 2 X 4 SYP No.2 - 8 -11 Fasten T and I braces to narrow edge of web with 10d Common wire nails, 9in o.c.,with 4in minimum end distance. Brace must cover 90% of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 11= 1158/0 -3 -8, 2= 1161/0 -3 -8 Max Horz 2= 277(LC 6) Max Uplift 11=- 697(LC 6), 2=- 660(LC 5) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 2747/2782, 3 -4 =- 2484/2560, 4 -5 =- 2434/2573, 5 -6 =- 1732/1877, 6 -7 =- 1717/1890, 7 -8 =- 1562/1684, 9 -11 =- 243/293 BOT CHORD 2 -16 =- 2999/2546, 15 -16 =- 2373/2044, 14 -15 =- 2373/2044, 13 -14 =- 2117/1903, 12 -13 =- 2117/1903, 11 -12 =- 1453/1303 WEBS 3 -16 =- 344/526, 5 -16 =- 413/437, 5 -14 =- 592/739, 6 -14 =- 913/865, 7 -14 =- 525/591, 7 -12 =- 505/643, 8 -12 =- 470/538, 8- 11=- 1550/1654 NOTES (9 -12) 1) Unbalanced roof live Toads have been considered for this design. \\ \ \ I i I I I / / Ii / 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =25ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) and C -C \\ \\ \uS S. K / / // Exterior( zone; end vertical right exposed;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip \ `� • . • • • • • • . • L / DOL =1.60 \ �V \ \C ENs.. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - * ; ••• * 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will No 34 9 fit between the bottom chord and any other members. — 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) 11 =69770 • Cr _ 2 =660. — 73 • (,1•f -7 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) blaming: Additional permanent and stability bracing for truss system (not part of this component design) is always required. , O STATE OF � 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particulars � � � building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. %�S /// l S� DP � F < •' . • 10) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) \\\� 11) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 // N ORI A\— \\ /// /11111li \ \\ LOAD CASE(S) Standard December 2,200: A 1t' ARNING varij'y design para.mstens anti 00.40 NOTES ON T10 >S AND INCLUDED R 1T K REFERENCE RENCE PACE 1111 7473 13ETORF, 11SF.. 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 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI /TPI1 Qualify 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 14163920 320667 T05 SPECIAL 2 1 292445016 Job Reference (optional) Builders FrstSource, Jacksonville, Fl 32244 7.140 s 00 1 2009 MiTek Industries. Inc. Wed Dec 02 14:05:25 2009 Page 1 .8 17- _ 1 -1 d - 6-10-0 H 12 -2 -8 I 17-0-a 3 •- 8-8- 1 34 -0 -0 -4 -01 1 -4 -0 6-10 -0 5-4 -8 4 -9 -8 6 -4 -5 5 -3 -15 5-3 -11 1 -4 -0 Scale = 1:62.5 4x6 = 4.00 112 6 3x4 5,7 = 2x4 II 2x4 i‘‘tii 5 3x5 -15- 7 3x6 = 9 ii 3 4 10 o 11 o k4IN41 _111 011111.1 c� 2 f31 - c % Iml Iml F V 1 3x8 = 16 15 13 12 14 11 3x4 = 3x4 - 3x8 = 3x5 = 3x4 = 7x8 = 17 -5 -8 17 -5 -8 I 8 -11 -8 __— __— _ —.-I---- -- 17 -0 -0 I 25 -7 -10 34 -0 -0 I 8 -11 -8 8 -0 -8 8 -7 -10 8 -4 -6 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) -0.19 14 -16 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.40 2 -16 >999 240 BCLL 0.0 * Rep Stress Inert YES WB 0.63 Horz(TL) -0.21 11 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Wind(LL) 0.39 14 -16 >999 240 Weight: 173 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -5 -9 oc purlins, except BOT CHORD 2 X 4 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 3 -6 -2 oc bracing. WEBS T- Brace: 2 X 4 SYP No.2 - 8 -11 Fasten T and I braces to narrow edge of web with 10d Common wire nails, 9in o.c.,with 4in minimum end distance. Brace must cover 90% of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 11= 1158/0 -3 -8, 2= 1161/0 -3-8 Max Horz 2= 203(LC 6) Max Uplift l 1=- 688(LC 6), 2=- 667(LC 5) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 2747/2812, 3 -4 =- 2483/2587, 4 -5 =- 2432/2600, 5 -6 =- 1740/1913, 6 -7 =- 1753/1891, 7 -8 =- 1848/1957, 9 -11 =- 213/254 BOT CHORD 2- 16=- 2946/2546, 15 -16 =- 2313/2042, 14 -15 =- 2313/2042, 13- 14=- 2365/2181, 12- 13=- 2365/2181, 11 -12 =- 1449/1325 WEBS 3 -16 =- 345/530, 5 -16 =- 418/433, 5 -14 =- 587/714, 6 -14 =- 787/771, 7 -14 =- 664/756, 7- 12=- 622/772, 8 -12 =- 774/805, 8 -11 =- 1592/1684 NOTES (9 -12) 1) Unbalanced roof live loads have been considered for this design. \\ I 1 I I I (I f / / // 2 Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL =3.0psf; h =25ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C \\\" dub S. K / /�� Exterior(2) zone; end vertical right exposed;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip \ ` � • . • • • • • • • . • 4 .. / • DOL =1.60 \ k.,\GENs • •. 3) Provide adequate drainage to prevent water ponding. •4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. = * .• • •• 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide wilt No 34 9 fit between the bottom chord and any other members. - 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) 11 =688, W 2 =667. - • LLJ 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. �� � STATE OF � 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particulars P \ ■ building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ���1 • • F< ORID • . • • •' `(j �." 1 10) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) /i � is/ ° � 11) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 / / I A\ - \ \ \' \\\ LOAD CASE(S) Standard December 2,200 1 ' s; � . -'rte 3. a . . a ... e� ,Ma ..�.<... . :a a A WARAfiiif.i verify design I nra.n >ters and RI: AD 6.0668 ON 67175 AND 7NC611060 MITER REPT:TRNCR 6.406 0477 7473 566065 4%E. Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Julius Lee Engineering is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillify of the 1109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 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'Onotrio Drive, Madison, WI 53719. . Job Truss Truss Type Qty Ply 14163921 320667 T06 SPECIAL 2 1 292445017 I Job Reference (optional) Builders FrstSource, Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed Dec 02 14:0526 2009 Page 1 _ 17 -5 -8 17- -g 1- - 6-10-0 12 -2 -8 17 -0 -0 _ 21 -8 -13 26 -4 -5 34 -0 -0 5-4 -0 1 -4 6 -10 -0 5-4-8 _ -I 17-0-0 4 -9 -8 4 -8 -13 4 -7 -9 I 7 -7 -11 1 -4 -0 Scale = 1:62 -5 4x5 = 4.00 112 6 2x4 \ 3x4 % 3x4 j \� _7./ \�� 4x5 ' 5 x 7 = 5x7 = v 3 4 ,i � N. • 8 9 o rp 10 0 N N 2 N 3x8 - 16 15 13 14 12 11 3x4 — 3x4 — 3x8 - 3x5 - 4x12 — 3x8 II 17 -5 -8 17 -5 -8 I 8 -11 -8 I — ____17- 0-0_. —_ —+ 26-4 -5 34 -0 -0 I 8-11 -8 1L0 -8 - - Plate •ffs - ts Y : 4.0 -2 -8 Edgej__ LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) -0.24 12 -14 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.54 12 -14 >749 240 BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(TL) -0.18 11 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Wind(LL) 0.48 12 -14 >837 240 Weight: 172 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -5-2 oc purlins, except BOT CHORD 2 X 4 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 3 -6 -11 oc bracing. WEBS T- Brace: 2 X 4 SYP No.2 - 9 -12 Fasten T and I braces to narrow edge of web with 10d Common wire nails, 9in o.c.,with 4in minimum end distance. Brace must cover 90% of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 11= 1158/0 -3 -8, 2= 1161/0 -3 -8 Max Horz 2= 131(LC 7) Max Uplift l 1=- 681(LC 6), 2=- 672(LC 5) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 2745/2833, 3 -4 =- 2481/2608, 4 -5 =- 2431/2621, 5 -6 =- 1740/1928, 6 -7 =- 1739/1928, 7 -8 =- 2649/2809, 8 -9 =- 2414/2528, 9 -11 =- 1119/1203 BOT CHORD 2- 16=- 2875/2544, 15- 16=- 2248/2045, 14 -15 =- 2248/2045, 13 -14 =- 2204/2029, 12 -13 =- 2204/2029 WEBS 3 -16 =- 344/525, 5 -16 =- 414/429, 5 -14 =- 587/734, 6 -14 =- 897/834, 7 -14 =- 569/711, 7 -12 =- 576/605,8 -12 =- 1129/1276,9 -12 =- 2528/2463 NOTES (9 -12) 0\011111/// // 1) Unbalanced roof live loads have been considered for this design. \ \ \\ \. \ S S. !i / /., 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =25ft; Cat. 1 1 ; Exp C; enclosed; MWFRS (low -rise) and C -C \ _ ',V , . • • • • • . • . . . . . • . ; Z.,. / Exterior(2) zone; end vertical right exposed;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip \ \GEN$� � • • ` \ DOL =1.60 -- 3) Provide adequate drainage to prevent water ponding. _ * : . ••• 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ No 34 9 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide wilt - fit between the bottom chord and any other members. — • W _ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 11= 68-1,W : W 2 =672. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. � � STATE OF • 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. \ ■ 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular % �s ' • F� ORI • ` s \ building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. /// S, �` \�� 10) For special connections Engineer: Julius reactions Lee, PE: Florida P.E. License nse No. 34869: Address: 1109 Coastal Bay Blvd. Boynton detail aFL 33435 '' / 1011111W\ NA, \\\ 11) Truss LOAD CASE(S) Standard December 2,2001 W,4S N/NSG - Verify de ig par a. t er and READ NOTES ON THIS ANY. INCLUDED DED M1 IT FN REFERENCE F A,4CF ,711 . 73 BEFORE (SSE. 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 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 1 109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication. qualify control, storage. delivery, erection and bracing. consult ANSI /TPII 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 14163922 320667 T07 SPECIAL 2 1 292445018 Job Reference (optional) Builders FrstSo Jacksonville, Fl 32244 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed Dec 02 14:05:27 2009 Page 1 • 4 8 6 -2 -8 I 11 -7 -4 I -- 17 -0 -0 i 3- - • • • 34 -0-0 17- �1 - -4 -0 1 -4 -0 6 -2 -8 5 -4 -12 5 -4 -12 6 -2 -3 6 -2 -3 4 -7 -10 1 -4 -0 Scale = 1:62.5 4x6 = 4.00 12 6 rn 3x4 % 3x4 3x5 % 32-- 7 tL 2x4 4 / / /fit 5x6 = 5x8 = 3 13 r� 7 B T.a 2 / f -_— �� is / / ■.. 10 °° O C--' 3 3x8 = 17 16 15 14 13 12 11 3x4 = 3x4 = 3x4 = 3x8 11 3x8 = 4x5 = 5x8 = 17 -5 -8 17 -5 -8 I-_. 8 -10 -14 I 17 - - _ 1 23 - - .I_ 29-4 -6 I 34 -0 -0 I 8 -10 -14 @12____- __ 6 -2 -3 6 -2 -3 4 -7 -10 PIe Offsets (_ Y • •:0- : 8- -8 1 :0 -3 -8 0- -8 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) -0.22 15 -17 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.45 15 -17 >894 240 BCLL 0.0 * Rep Stress Incr YES WB 0.84 Horz(TL) -0.20 11 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Wind(LL) 0.46 15-17 >877 240 Weight: 171 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -6 -8 oc puriins, except BOT CHORD 2 X 4 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 3 -7 -12 oc bracing. WEBS T- Brace: 2 X 4 SYP No.2 - 9 -12 Fasten T and !braces to narrow edge of web with 10d Common wire nails, 9in o.c.,with 4in minimum end distance. Brace must cover 90% of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 11= 1158/0 -3 -8, 2= 1161/0 -3 -8 Max Horz 2= 135(LC 7) Max Uplift/ 1=- 676(LC 6), 2=- 676(LC 5) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 2776/2907, 3 -4 =- 2477/2604, 4 -5 =- 2430/2617, 5- 6=- 1743/1941, 6-7 =- 1753/1936, 7 -8 =- 2367/ 2509, 8 -9 =- 2540/2668, 9 -11 =- 1119/1190 BOT CHORD 2 -17 =- 2839/2577, 16 -17 =- 2239/2106, 15- 16=- 2239/2106, 14 -15 =- 2336/2215, 13 -14 =- 2336/2215, 12 -13 =- 2751/2620 WEBS 3 -17 =- 341/524, 5 -17 =- 306/400, 5 -15 =- 632/772, 6 -15 =- 842/789, 7 -15 =- 718/853, 7 -13 =- 90/271, 8 -13 =- 441 / 473, 8 -12 =- 879/1009, 9 -12 =- 2730/2631 NOTES (9 -12) \ 1) Unbalanced roof live loads have been considered for this design. \� \ 5 S S. K / /�. 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =25ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) and C -C \ ` V V , . •' • • • • • , , ^ / Extenor(2) zone; end vertical right exposed;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip L1GEN$F ( c,\ DOL =1.60 ■ \� 3) Provide adequate drainage to prevent water ponding. * ; • ' 4) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. No 34 9 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide wit - fit between the bottom chord and any other members. - - V • CZ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) 11 =676, • w 2 =676. - O .: L ' 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. T STATE OF 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. P 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular , . • • . , ORID _ \ O N. building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. //v � \ \\\ 10) For special Florida gn EngieLeel less E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton detail package) L 33435 / / 1/ N I A1 11 FL 11) Truss ff LOAD CASE(S) Standard December 2,2001 WARNZN r - Verify deign parameters and READ NOTES ON THIS AND INCLIJD7W 7117EH REFERENCE PAGE 710 -74 BEFORE 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 poramenters 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 1 109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton. FL 33435 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 320667 TN COMMON 14163923 4 1 292445019 Builders FrstSource, Jacksonville, Fl 32244 - -- - Job Reference (optional) 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed Dec 02 14:05:27 2009 Page 1 4 �1 d1�7o-5-8 5 g � 6 11 -7-4 1 17-0-0 i 22 -4 -12 H- 27 -9 -6 1 34 -0 -0 17- 135 -4 -0 1 -4 -0 6 -2 -8 5 -4 -12 5 -4 -12 5-4 -12 5-4 -12 6 - - 1 -4-0 Scale = 1:60.5 4x6 = 4.00 12 6 3x4 % 3x4 3x5 5 \ 7 2x4 3x5 4 8 2x4 i J 3 c� Nti 9 4 i S o O =' . D7 ? 1 h 16 15 13 12 5�' v 3x8 = 14 3x4 = 3x4 == 3x4 = 3x4 = 3x8 = 3x8 = 17 -5 -8 17 -5 -8 8 -10 -14 1 8 - 0- I 25 -1 -2 - I 3 4 - - I - - - _ 8-1 -2 8 -10 -14 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.22 14 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.44 12 -14 >917 240 BCLL 0.0 * Rep Stress Incr YES WB 0.50 Horz(TL) -0.21 10 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Wind(LL) 0.45 14 -16 >904 240 Weight: 159 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -6 -8 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3 -9 -9 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be instated during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 2= 1161/0 -3 -8, 10= 1161/0 -3 -8 Max Horz 2=- 134(LC 8) Max Uplift2=- 677(LC 5), 10=- 677(LC 6) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 2774/2918, 3 -4 =- 2476/2616, 4 -5 =- 2429/2629, 5 -6 =- 1743/1946, 6 -7 =- 1743/1946, 7 -8 =- 2429/2629, 8 -9 =- 2476/2616, 9 -10 =- 2774/2918 BOT CHORD 2- 16=- 2613/2575, 15- 16=- 2034/2106, 14- 15=- 2034/2106, 13- 14=- 2040/2106, 12-13=-2040/2106, 10-12=-2639/2575 WEBS 3- 16=- 342/523, 5- 16=- 306/395, 5-14=-630/776, 6-14=-864/802, 7 -14 =- 630/776, 7 -12 =- 306/395, 9 -12 =- 342/523 NOTES (7 -10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =25ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone;C -C for members and forces 8 MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. \\ 1 1 i l I I I (� y// 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) 2 =677, \\ \` `S S /'' �� 10 =677. \ \ `` V '\ (\ // 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �V�•' ��CENS ' ••• - 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) * ' No 34 9 - 9) 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 - w = ;•4 STATE OF • _ � � /// s, / .. . ` \\ December 2,2001 - .. ... z ... s: .. . .; �..... . ; ...... a te: WARNING - Varxty design pa /xi metcrs arid READ NoZF6 014 TXIS AND £hi7I F. DCr! h:TT &K REFEREE( F PAGE S MD 7473 13E5055 iduz'. Design valid for use only with MTek connectors. This designs based only upon parameters shown ands for an individual building component A pplicability ic of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Julius Lee Engineering is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication, qualify control, storage, delivery, erection and bracing, consult ANSI /TPII Quality Criteria. DSB - 89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison. WI 53719. e . Job Truss Truss Type Qty Ply 320667 T09 GABLE 14163924 _ 2 1 292445020 Bu FrstSource, Jacksonville, Fl 32244 - _ Job Reference (optional) 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed Dec 02 14:05:30 2009 Page 1 17 -5-8 F--= 17 -0-0 1-4-0 17-0-0 - -I--- .. 34-0-0 135-4-01 17 -0-0 1 - - Scale = 1:60.5 4x5 = 4.00 1 2 13 14 15 12 \ 16 11 17 10 1 \ 18 5x6 9 1 5x6 8 20 7 S 2 21 v 5 6 ,��, S 0 S 1 S 1 S p S .h' 22 23 4 S 24 2 �irl�`Irl� 1� 25 Ln .�■ ■ , T '`.."1,"•.77-,7,-7-:7-%,, > --, 1 ■■ , z7 I v, 0 3x4 = 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 3x4 3x4 = 3x4 = 17 -5 -8 I 34 -Q -0 Plate Offsets (X.Y)_ :1- 0 • -4 - 1:4- -0 0- -I X4.0 -0 I LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(TL) -0.01 27 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 27 n/r 90 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) 0.02 26 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 207 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 34 -0 -0. (Ib) - Max Horz 2= 134(LC 7) Max Uplift All uplift 100 Ib or less at joint(s) 41, 42, 43, 45, 46, 47, 48, 49, 50, 51, 52, 39, 38, 37, 35, 34, 33, 32, 31, 30, 29, 28 except 2=- 144(LC 5), 26=- 159(LC 6) Max Gray All reactions 250 Ib or less at joint(s) 2, 26, 40, 41, 42, 43, 45, 46, 47, 48, 49, 50, 51, 52, 39, 38, 37, 35, 34, 33, 32, 31, 30, 29, 28 FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 11- 12=- 14/282, 12- 13=- 14/322, 13- 14=- 15/355, 14- 15=- 15/355, 15 -16 =- 14/322, 16 -17 =- 14/282 NOTES (12 -15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =25ft; Cat. 0; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 -2002. \\\ \ ` � S S• , \)) I I I f f / /// 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. \\ \ /i/ 6) Gable studs spaced at 1 -4 -0 oc. \�-- `` 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �\ �V�• �10EN - � /! 8) ' This truss has been designed for a live Toad of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will` fit between the bottom chord and any other members. . • 9) All bearings are assumed to be SYP No.2 . No 3 r � 9 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 41, 42, 43, 45, 46 ; Jr 47, 48, 49, 50, 51, 52, 39, 38, 37, 35, 34, 33, 32, 31, 30, 29, 28 except (jt =lb) 2 =144, 26 =159. - -0 ' / W 11) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. - 70 (V • 12) 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. --..-% e STATE OF • a> 13) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 14) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Ba Blvd. Bo nton Beach, FL 33435 , • _ F GRID . . • •' � j Y Y LOAD CASE(S) Standard / S� O � ` \\ / , /') December 2,2009 A, WA RIVING - Verify design pare meters end READ 007E6 ON THIS AND INCLUDED ,MiTEA REFERENCE P4071117 -0 73 0E700.0 U01 Design valid for use only with MiTek connectors This designs based only upon parameters shown and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer, Bracing shown Julius Lee Engineering is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. 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S • r, x ! Mrzo i �j :J z �' �v .., A, ilk 2 E-0 .a A Z M W W2 v' ci.1 M E g n° U V 12.4 0, N v 0 ,, O N rn 0) N F I al w� �x o z 7 x� wiz b O p O o z O U o� oho ������II % %� =� Z o W o E W o <4 p cn U) (X 0 0) 0 o z q N ` Iiiiiiip . k :4, • .:40, 4_ ... w ) . ��• •Q f f i W • C] D • • 0 is .. .....1 J • V p co 44. ` • W iLs ; inn �•� Z 4 •• 0, 0 komtimoiio MULTIPLE-MEMBER CONNECTIONS FOR SIDE-LOADED BEAMS Uniform Load -- Maximum Uniform Load Applied to Either Outside Member (PIE) Connector Pattern'' Assembly A Assembly B Assenrbly,C Assembly 0 Assembly E Assembly F T' " , T ,..m04,' -i- isp‘i r ''' ,., Number of Connector e".,,,,,,,1/4.- - !;,,i4-,,..4.,,,,,, Connector7ype Rows O n- Center .. Spacing 's- 2.. 2' 2 . 1�" 1�" 1x4" 31/2" 13/4" 3r " 1% " 3> " 1�a 3'!r" 5f! <" 5rl4" 7" 7" 7" 2 -ply 3-ply 2-ply . 3 -ply 2 PIY 4-Ply t 19,128" x 3 " 2 12" 370 28 0 2 80 245 Nails" 3 12r' 555`' 415 ... , 415 370 24" 505 380 520 465 860 340 ThroughBaltst 2 19.2" 635 475 ; -. 655 580 1,075 425 — 16" 760 570 785 695 1,290 505 24" 510 510 455 SDS 1 /4" x3r /s "(e) 2 19.2" 850 680 640 640 565 16' 1,020 765 765 680 24 455 465 455 S6S r/4" x 6 " (�)(4) 2 19.2' 565 580 565 161' ( 680 695 680 24" 480 I 360 360 ; .... 320 USP WS35 450 450 400 S 2 19.2" 600 16 "" 715 540 540 1 480 ( _. 24Y 350 525 350 USPWS6 2 19.x" 440 660 _ 440 515 790 525 3r /e 24" 635 4 475 425 2 19,2 795 5 9 5 595 530 16" 955 115 (; 715 835 TrussLoidw 5 24'' 500 500 445 I i l 445 2 19.2" 625 6 25 555 553 16" 75 750 665 665 24" 445 445 TrussLok(8) 2 19,2 555 6sl < "' 555 16" , 665 665 TrossLakf> (1) Nailed connection values may be doubled for 6" on- center or tripled for 4" on- center nail spacing. (2) Washers required. Bolt holes to be Ms" maximum. (3) 24" on- center bolted and screwed connection values may be doubled for 12" on- center spacing. (4) 6" SDS or WS screws can be used with Parailam® PSL and Microl(am® LVL, but are not recommended for limberStrand® LSL. Uniform Load D Example 415 PLF ,,� General Notes • Connections are based on NDS® 2005 or manufacturer's code report. • Use specific gravity of 0.5 when designing lateral connections. ■ Values listed are for 100% stress level. Increase 15% for snow - loaded roof ' ' 4 4 conditions or 25% for non -snow roof conditions, where code allows. e • Bold Italic cells indicate Connector Pattern must be installed on both sides. Stagger fasteners on opposite side of beam by 1 the required Connector Spacing. First, check the allowable load 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 p1) with proper live load deflection • 7" wide beams should be side - loaded only when loads are applied to both sides criteria. Maximum load applied to either outside member is 415 p1). For a of the members (to minimize rotation). 3 -ply, 1 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 10d (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 1/2" bolts or r /4" x 31/2" SDS screws at 19.2" on- center. 38 'Level Trus Joist' Beam, Header, and Column Specifier's Guide TJ -9000 July 2008 , MULTIPLE- MEMBER CONNECTIONS FOR SIDE -LOADS BEAMS Paint Load- Max Point Load Applied to Either Outside Member (Ibs) Connector Pattern Ass embly R Assembly B Assembly C Assembly Assembly E Assembly F i �- ai ;,, T - Number of 3 ConneetorType Connectors � � b grti 2" z „ 4i 2" -� �- -I - d' 1.-- i. -� -1 E- �. 1 � " 1� ' 3� " 13 4 4" 3' " 1�" 3> " l ea " 3t/:" 51/4" r � r /a a 7 " 7 " 7 „ 2-PI 3-ply 2 - ply 3 -ply 2-ply 4-ply 6 1 835 .... 835 .... m _ 74 0 ....... lOd (0.128" x 3 ") 12 2,225 1,670 1 1,485 Nail 18 3 2,505 2,505 1,225 24 4 3,335 3 2,965` ) SOS Screws . 4 1,915 1,435( 1,435 1,275 1,860 1,495 fa x 3ls" or WS3 6 2,870 2150 2,150 1,915 2,785 2,110 ' /4" x 6" orVVSBt)r g 3,825 27870(?) 2,810 2,550 3,715( 2,810m 4 2,545 1,910 1,910 1695 1,925 1,775 3a /a" or 5" 6 3,815 _. 2,860e) 2,860 Z545 2 890(41 2,885m TrussLok ' 8 5,090 3,815 3,815 3,3901 3855( +i 3,550 (1) 6" SDS or WS screws can be used wi Para ilam® PSL and Micrailam® LV but are not recommended for TimberStrand LSL See General Notes on page 38 (2) 3S "and 3 /a" long screws must be installed on both sides. (3) 6" long screws required. (4) 5" long screws required. Pain Load Connections Point Laad design Example 000 Ibs 4_ or 6 Screw 8 -Screw nails CannecConnection Connection Connection 1Od (0.128" x 3 ") , SDS or TrussLok'" SDS or TrussLok" typical. Stagger to pr e v ent F screw, t ical screw, typical splitting. r .. yP YP i 0 ) 14" �, 2 " spacing, typical top and QI 2„ �w First, verify that a 3 ply, 1 x 14" beam can t bottom ;l 2 " support the 3,000 Ib point load as well as all alt e � t * "s 1 %z' other loads a ppl ie d. T he 3 ,000 Ib point load f E qu a l J spacing ' °1\ minimum is being transferred to the beam with a face %z beam depth 2„ 8" 10" �?f s pacing, mount hanger. Fora 3 - ply, 1 assembly, 2 typical eight 3 Truss screws are good for There must be an equal number of 3,815 lbs with a face mount hanger. nails on each si de of the connection MULTIPLE-MEMB CONN Ti NS FOR TO BEAMS 1 3 /4' -Wide Pieces on both sides. Stagger fasteners on opposite side • Minimum of two rows of %z" bolts at 24" on- center • Minimum of three rows of lOd (0.128" x 3 ") nails of beam Load by %z of the required connector spacing. staggered. at 12" on center. • t be applied evenly across entire beam • Load must be applied evenly across entire beam s of lOd (0.128" x 3 ") nails at width. Otherwise, use connections for side loaded width. Otherwise, use connections for side loaded 12" on- center for 14" or deeper. beams. mus beams. • If using 12d 16d (0.148" " • Minimum of four row , ter) nails, 3t12 " -W1de Places not the number of nailing rows may be reduced by one. ■ Minimum of two rows of SDS, WS, or TrussLok' • Minimum of two rows of SDS, WS, or TrussLok`"" screws, 5" minimum length, at 16" on-center. ' `f,''''' a "` H 3 6" SDS and WS screws are recommended for q 0.162 diame screws at 16" on center. Use 3 /a" minimum length with two or three plies; 5" minimum for use with 1)mberStrand® LSL. Connectors must x, 4 -ply members. 6" SDS and WS screws are not be installed on both sides. Stagger fasteners recommended for use with limberStrand® LSL. For on opposite side of beam by %z of the required " Multiple pieces can be nailed or bolted together 3 - or 4 - ply members, connectors must be installed connector spacing. to form aheaderor beam offherequired up to a maximum width of 7 iLevel Trus Joist" Bea Header, and Column Specifier's Guide TJ -9000 July 2008 39 HPPROUED TRUSS HNCHOR BY BUILDER �_. SQUARE CUT OVERHANG 1 HEEL HEIGHT = 2x4 STD BOTTOM = 2x4 MIN 12 TOP = 2x4 MIN 4 0 I. _ _ _ _ _ - -- - - - - - __= - - -- ! _..... 20 12 li te /1 1 11 • TRUSS END DETAIL rr' • j r Y , , r r i • M. 24'0 "0 I 24'0 "0i l 6'0 '8 I60 "8 N L T FGOI 71 I - _ , v c FJ S 4 0 a 0 FO l `3 �` F r o'o.. _ 0 I', if) In S) k� 1 in Stairs O Lf� = LC) lf� L� ,l C I : 1 0 O I0 10 O J O 8 788 T88 m 0 ' 0 0 0 0 0 0 C102 .', ,10 F 24 OC s a LL_ t I 'I W W , IL_ LL LL LL 1 ,C 104 F 02 P F05 24 OC spaan�l t/ ' F0 1 FO iC S5 F0I F01 FO I r F0 -1 IE ,7 0 FO I i F0 -1 E o .F0 FO.I .F0 I FO I E ' i 7 FO __I •,i FO E 17 F0i F0! 10 I FO ! E 117 f01 FO I ! E9 7 0 FO - hr \ FO i FO -1 , E "7 0 -1 FO __I E 0 97 ■ r0 I ...,..:..:,.:',.*,,, .F01 F01 I E 97 ,. _._.._ 1. =03 F0� O _ _ 03 F03 an - -- p — ---- . . , F03 and B3 sit on top E ;:I7 O - C vered Porch °F BI I � _ ___ _ -_ -- – - Covered - Pordr -- I Potwar N N N N �� N N N N I N N N NL N N N N N N N `0 N- N N N I 0 I 0 W W © W ' W W W �� I W W W W W � IW ' W -, W 0 0 n -- 0 n 0. 0 0 0 0 b0 0 0 0 0 C� C? C) 0 0 0 0 24'0"0 24'6 "0 13'7 "0 1_3'7"0 1 0'5"8 --- 10 5'8 r.� — 2 w E. BEARING HEIGHT SCHEDULE b I I 1I 4 -- ` C £ L II 1 F r t. \ I ' Pr Z 4> • nr �� 1. 'YYY Y .10*,,, , g ; � NOTES: d F - I -) REFER TO 0051 I -O SAFELY , -, NFORMAT105 BOO (BUILDING COMPONENT SAFE �� y, »` BOOKLET) REFER TO ENGINEERED ry DRAWINGS FOR PERMANENT BRACING REQUIRED- 2.) ALL TRUSSES (INCLUDING TRUSSES UNDER VALLEY �+' 5 ' - FRAMING) MUST BE COMPLETELY DECKED OR REFER N` ; - TO SPECIAL DETAIL FOR ALTERNATE BRACING REQUIREMENTS. 3.) ALL TRUSSES ARE DESIGNED FOP, 2' 0 . MAXIMUM SPACING, UNLESS OTHERWISE NOTED. 4.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO BE LOAD BEARING, UNLESS �. OTHERWISE NOTED. CV in 1 \t Lt) - P- ^ .te 1 '� 1 : � C 'I r'''''' 11 l! ) —� ' 'ril /C\-1- Q Q ' • • • • • • • •• •• 1 • • • 5.) SY42 TRUSSES MUST BE INSTALLED WITH THE \s Al \,., q •, q • \ \ `.. \ \M M\ : \_w V . . q\ . \q`. \\\gCX� x \ \ �,...,. h O • \ • Nt\`.• ♦ O Oqq NW OTHERWISE w� Wq..�\ \ \rA • � q H \qw \ \\ q\. gq..V\\ggqq\\\\ T BEING UP W —) Et 2.) AL OE TRUSS HANGERS TO BE 5IMP50N 57222 Z V 4.o U 5 5 OTHERWISE NOTED ALL FLOOR TRUSS A _ I HANGERS TO BE SIMPSON THA422 UNLESS a OTHERWISE NOTED. ,3 �; '0 7.) ALL MATERIALS LABELED `BY ., C $ BUILDER` WILL O 0• � \ NOT BE SUPPLIED BY FIRST d . SOURCE. ,� ,� J 1 .. a THIS T RU55 P LACEMENT DIAGRAM IS PREPARED f , SOLELY TO PROVIDE THE TRU55 INSTALLER WITH T HE ,aa - CORRECT LOCATION AND SPACING OF THE INDIVIDUAL CONTAINS i . 4 TRU55 COMPONENTS- THIS PLACEMENT DIAGRAM - f C �{ JOTHING OF VALUE RELATING TO THE NA • ENGINEERING SIGN CT THE TRUSS / , - -- \ EERING AND /OR DE p _ -- a "f -- - COMPONENTS i• � AND IS NOT INTEND N � ED TO BE SUB T Y BUILDING OFFICIAL P K - FOR PERMITTING PURPOSES. 1 C k . 5 O AN PLEASE REFER TO THE INDIVIDUAL COMPONENT 4}\ \ J Z DRAWINGS THAT HAVE BEEN REVIEWED AND SEALED '.I i / .-- t BY OUR TRUSS DESIGN ENGINEER FOR ALL PERTINENT i I JFORMATION a a J 4 f' E t . ®Builders E • � AFirstSource e E • • 7"' Jacksonville i \\� a PHONE:904- 772 -6100 FAX: 904-772-1973 r Bunnell 17 /' I PHONE 386 -437 -3349 FAX: 386 -437 -3994 E a• 7 Lake City �\ \ ,j a ,__J PHONE: 386-755-6894 FAX: 386-755-7973 1 c � � ` al�� E •/ Sanford H �. � ' ll — ..:: \' ! PHONE: 407-322-0059 FAX 407- 322 -5553 a n 1 1 ! k 't i Freeport a p ',. , \ . I / - i PHONE 850$35 -4541 FAX: 850- 835 -6835 N / J \1 � I Treasure I Coast •, a � - : -� - -� 1 PHONE 772 -468 -8160 FAX: 772 -468 -8181 ti / = E a� a 7 I I a Tam a p ; I I 1 1 P H a ONE: 813 -621 -9831 FAX. - I 13-628 8956 a / q\q\\ \ \� q , 4.4. ,,\ \.\\' \q\ ; BUILDER'. ,,,,,,a'4, , \\\ .\q\ \ \ \ \.W \\ \\\ \ \ \ \ \gggqqr \ \ \ \ \ \ \u \ \qq \ \q \ \Wq\ � S v v l� wi�� Beaches Habitat _ 244"0 f J— 24'0'0 LEGAL ADDRESS 1101 -1103 SCHEIDEL CT MODEL: Re„R_ NA ■ a _ Custom W ` 2 ,1 �V�1IIII 7 1 1 l ` I / 2 W 6 ‘ Y1 DATE: DRAWN BY Rev 8 NA Z W �� C final Rerttence Y : ` ez � / � _, !i q 12/02/09 MSK 320667 - 1st Level Job.:: 2nd Lev0100 Roof Jobe 320707 320667 +*vtsw so, ! ,ay.7 A City of Atlantic Beach i r , APPLICATION NUMBER JS , X \ Building Department ` ''- ` % , ',� M v -- (To be assigned by the Building Department.) Y ,�. `s+ 800 Seminole Road ,./.4 z s' ' �, !' jr '. r Atlantic Beach, Florida 32233 -5445 /V afi 2! /O ov . • Phone (904) 247 -5826 • Fax (904}247 -¢845 ‘14.1. v%' E -mail: building- dept @coab.us --- ' , __ Date routed: ��� City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: //D/ Se.h/ dk' L I 7 D • - - 'sent review required Yes No P• Applicant: � Crge.5 #17-‘77/9 �� Planning & Zo •• ree Administrator Project: /1/1V) 7 & p Public Works u icc tilifies- Public Safe Fire Services Revie fee $ , 0‘ . ,.. Dept Signature raw . ` ,r 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: Approved. ❑Denied. (Circle one.) Comments: l` BUILDING PLANNING & ZONING r-i t —Jo Reviewed by �-- Date: TREE ADMIN. Second Review: ['Approved as revised. ['Denied. PUBLIC/ • -" Comments: • BLI •r P : I • 44 Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. (Denied. Comments: Reviewed by: Date: Revised 05/14/09 q i.a T r , City of Atlantic Beach APPLICATION NUMBER s Building Department (To be assigned by the Building Department.) `- 1 800 Seminole Road /D OU Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 • Fax (904) 247 -5845 Date routed: 40 d O s t E -mail: building- dept @coab.us - City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM i //Q / .r/ f d L I T D- - nt review required Yes No Property Address: / 1171-.47.-719 -Bu. Applicant: thte.,AES d ' tannin• & Zo ree Administrator Project: /MA) p t Public WorkD ublic Safe Fire Services Review or Receipt Date Other Agency Review or Permit Required 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: APPLI ION STATUS Reviewing Department First Review: Approved. ['Denied. (Circle one.) Comments: BUILDING CANNING & ZO Reviewed by: f1 du/A Date: Dl " /5 -/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 f 1 7 .,„:: CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 ° I I -� i OFFICE (904)247 -5826 • • FAX 4O.:(904)247 -5845 BUILD ING- DEPT @COAB.US = " -- BUILDING PERMIT APPLICATION DUVAL COUNTY 1 JOBADDRESS; 2. VALUATION OF WORK: 3. SQ. FT. UNDER ROOF 11 D) cH 1 '2E -c GT 4 p•cc /704 :: 4. LEGAL DESCRIPTION: 5. CLASS OF WORK 6. USE OF STRUCTURE: NEW BUILDING ❑ DEMOLmON ,RESIDENTIAL LOT BLOCK_ SUB DIVISION ADDITION ❑ CONVERTING USE ❑ COMMERCIAL 7. DESCRIPTION OF WORK: ❑ ALTERATION ❑ ACCESSORY BLDG. 8. FIRE SPRINKLER. N J.c..5 DCA 1�,c. ❑ REPAIR ❑POOL 1 SPA ❑YES ❑ N/A ❑MOVE ❑OTHER f1�NO PROPERTY OWNER:`` CONTRACTOR: ' ARCHITECT /'ENGINEER: °` ` 9. NAME: �` L R... 15. C"Q ��AlPA`N Y I' ME 23. COMPANY NAME: Be-C.-e- GS !V[IL. Is: ' "�" -eR... 1 � c✓J )- 1. 24 -4 /Si , ) B cjctiR E.4- 16. E 24. LICENSEE NAME: 0.v-( Fr.n C Cu.> ,1 'f , 'let.) cE /mil >.e1 F . 10. ADDRESS: 17. STAT OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: I 7 N R 7-) q 7s r �� 1 1 rt V ` 18. ADDRESS: 26. ADDRESS: / 4.7 / r�A, q5 A Ja 3/g oG tE "T 3-0v rePE Etc vJ A O. Bet h C ) 2z3:3 A-}l . .13.a. r 1223 ,,; F c 714::: 52. 11. O FICE PHONE: 12. FAX NO.: 19. OFFICE PHONE 20. FAX NO.: 27. OFFICE PHONE 28. FAX NO.: 2 4 / /- iZ2Z 7-3 - 4/3J 2'`/ /°-IZZZ 2yr - %/- 272 -4.11 1 `1s/ - 4>P-- 9-Pf 13. CELL PHONE 21. CELL PHONE 29. CELL PHONE 331- 2273 3J./- ZZ7 14. EMAIL ADDRESS: 22. EMAIL ADDRESS: y n p 30. EMAIL ADDRESS: i °1- \., `` / try 'I p , cA-1, -ez , � ..�. 1 - p T1+� . t7 K e l H c?Cd15 . ' je.. , FEE SIMPLE TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THAN ONNER) 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. 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 Attomey or Agency Letter Requiredd) (Qualifier Only) Signed: �i -.�� VT-il Date: r / )1 Signed: 'L..( /� .„. " 1 . .A Date: 1 i' 4 0 Before me this /j day of , 2009 in the county of Before me this J4 day of ,.. 2009 in the county of Duval, S rida, has peysenally pppeared Duval, etlffiplorida has personally appeared herin by himself / herself and affirms tha statements and declarations are herin by himself / herself and affirms that allatements and declarations a true and accurate. /�/ true and accurate. No Public at Large, State of / , County • VC, Note Public at Larg - . t- of , - ty of 4 Personally Kno - -• , / duced Iden ❑ e / ❑ P J - _ Produced . entflcation t51.: 'on - / Alf / Notary Signatu:� ne =�,, „ No tary Sig nature: grin w '� -� BLDG01 Permit Application Bldg: REVISED: 12/18/2008 �''``-- APPLICATION NUMBER r+s 1,Y-411:r4, City of Atlantic Beach � � �'` <�a`�'� ,� �� To be assi ned b the Buildin Department ;� Building Department ( g y g .) z f 800 Seminole Road JAN / /t OU 1 Atlantic Beach, Florida 32233f '- i �5445 r Phone (904) 247 -5826 • Fak{9 247 -5845 ire " E -mail: building- dept @coab.us Date routed: City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: //0/ Se �, d E L D - - ' -nt review required Yes No /179-L'773 Bu' Applicant: &q 2,/ 5 Plannin. & Zo ' P ree Administrator Project: AMA) � p , / f. Public Works is tili Public Safety Fire Services Re i'Wfee $ *h 4t +; N / ' Dept _ Review or Receipt Date Other Agency Review or Permit Required 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: [Approved. ❑Denied. (Circle one.) Comments: / le_ /o BUILDING — / /u /./ Cv — `-�— PLANNING & ZONING Reviewed by:, Date: 0 TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 , l ( 0 17 ,,,.. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 OFFICE (904)247.5826 • FAX NO.:(904)247 -5845 BUILDING- DEPT @COAB. US - = =' BUILDING PERMIT APPLICATION DUVAL COUNTY ' 1, JOS ADDRESS: ; 2. VALUATION OF WORK: 3. SO. FT. UNDER 'ROOF `" ( 1 D ) C C I L e L 'T `> J704 4. LEGAL DESCRIPTION: 5. CLASS OF WORK 6. USE OF STRUCTURE NEW BUILDING ❑ DEMOLmON ,F ' RESIDENTIAL LOT _ BLOCK _ SUB DIVISION ADDITION ❑ CONVERTING USE ❑ COMMERCIAL 7. DESCRIPTION OF WORK: ❑ ALTERATION ❑ ACCESSORY BLDG. 6, FlRESPRINKLER: .� `l ❑ REPAIR ❑ POOL / SPA ❑ YES ❑ WA _' ArNO �t w f ` �� 0 ❑ OTHER PROPERTY OWNER: CONTRACTOR: ARCHITECT/ ENGINEER:" 9. NAME: J � 15. C f. le N Y ME 23. COMPANY NAME: i _ L t r GS 14a_. Is P , 'es Ries. 1 )cJ. a J. 1 `� 2i r" ' 4 GX 16. E: 24. LICENSEE NAME ^ id- ( F 4 L,Au›,le,,/ cc Ads, F 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO. 25. STATE OF FLORIDA LICENSE NO.: fG `T) F'r+ c N �4 7- X �i J 18. ADDRESS: n 26. ADDRESS: /L7/ f .AJe- 31 0 6 Le T3- Ar4 .3/.. r10 A I- (. 3 2233 A44, .13� rt.. jzz33 5. � sT,., , r 3 5`? 11. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE 20. FAX NO.: 27. OFFICE PHONE 28. FAX NO.: 2x' / -iz-22 - 2.3.9.-i 3 ) 21/ /- /Zzz_ 2'r- ,J /g) q- .- 7 _LJ„ 9' 5 , 0.3- r 13. CELL PHONE 21. CELL PHONE 29. CELL PHONE - 331- 227 33� Z Z. 7S 14. EMAIL ADDRESS: . 22. EMAIL ADDRESS: 1 ,, p 30. EMAIL ADDRESS: pCrut SILDER: ) r... -2 MPL O , .. rCi-. t, t, L,141,-_.---)C, (IF OTHER TITLE 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. t 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. *-k - TO OWNER *kir 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 Attomey or Agency Letter Required) /7 (qualifier Only) Signed: /! VVVV Date: I / /4 111 J Signed: f�+ -( Date: I / ) 0 Before me this /7 day of , 2009 in the county of Before me this / "f day of r ) , 2009 in the county of Duval, SY1tte�f, has peysenally gppeared Duval, orida ,has personally appeared R-uL Ii-A if . / I4 rJ herin by himself / herself and affirms that atements and declarations are herin by himself / herself and affirms that all tements and declarations a true and accurate. / � / true and accurate. Nogry at Large, State of / , County .= C! . r- o f , - - ty of � ' V Note Public at Larg - � JIB Personally Kno ❑ ersonaliy Known / / ❑ Produced •entification ��// duced Identfi.: 'on - .1 4 / � , '� ii�� Notary Signature: I '' f a Notary Signature: �WA M ,GO _ , 1tIMI AIMIitW1 may► MILIMIll BLDG01 Permit Application Bldg: REVISED: 12/18/2008 7 , __.. /0 CITY OF ATLANTIC BEACH ✓ _ �.� 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 OFFICE: (904)24 • FAX 04)247 -5845 BUILDING -D DEPT ©COABOAB.US 1. BUILDING PERMIT APPLICATIONj 7 DUVAL COUNTY JOB ADDRESS:; 2. VALUATION OF WORK: ' / S) 3. 'SO. FT. UNDER ROOF`' I t D ) -. 4, NC I3,Et 4 /�7t4 4. LEGAL DESCRIPTION: 5. CLASS OF WORK 6. USE OF STRUCTURE: NEW BUILDING ❑ DEMOLmON ,PRESIDENTIAL LOT_ BLOCK_ SUB DIVISION ADDITION ❑ CONVERTING USE ❑ COMMERCIAL 7. DESCRIPTION OF WORK: ❑ ALTERATION ❑ ACCESSORY BLDG. 8. FIRE SPRINKLER: /1J, -4y 111.,, j, ❑ REPAIR 0 POOL / SPA ❑ OTHER ❑YES �NO ❑ N/A ❑MOVE _ PROPERTY OWNER: CONTRACTOR: ARCHITECT'/ ENGINEER: 9. NAME: 15. C ) ,` + PANYME: ii 23. COMPANY NAME: Be-ed.- e_ l,GS AO- ) 1 . )7 L 'es .r. 1 I-4-,.+" RA-4. t 1 - 5 r •Jpc.R 16. E 24. LICENSEE NAME ^ 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE Na: t , rxv N E Sl L 1 y 7s �V c 18. ADDRESS: 26. ADDRESS: 4 /- /d7, rc-Aweis A` e' 319 vdLE�r )epp A LPO r c. 3 2 233 744 . rc- 3 z233 Sr.A4t.4..4srw:F , r 7 = 11. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE 20. FAX NO.: 27. OFFICE PHONE 28. FAX NO: 2 //-1222 2-1/- 4(3J - c3 2Y f- /'LzZ 2?r - 7.J /v 9t 1 -772 -6)0.. 90 4/- bg1 -9 -Pr 3 13. CELL PHONE . CELL PHONE: 29. CELL PHONE . .3351 12 14. EMAIL ADDRESS: 22. EMAIL ADDRESS' 30. EMAIL ADDRESS: FEE SIMPLE TITLE HOLDER: ONDING COMPANY: (IF OTHER THAN OWNER) 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 RECORD ING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR (If Agent, Power of Attomey or Agency Letter Required) (Qualifier Only) Signed: ,�. J iii Date: 1 / I VA•U Signed: j'�+�f/� � Date: I1 f ) Y)� Before me this /4 day of , 2009 in the county of Before me this 1"( day of , 2009 in the county of Duval, S 7 ride, has pejsennally ppeared Duval, orida has pef�analiy appeared herin by himself / herself and affirms that a(I statements - d declarations are herin by himself / herself and affirms that all X ements and declarations a true and accurate. G true and accurate. No Public at Large, State of / County •' . V6 - Nota Public at Larg - r t- of . • ty of 4 0 1/ P ersona ll y Kn o , 1 rsonally Known / ❑ Produced .entification K ���• I ( P \ bduced Identifi.: 'on- 4 41 i Notary Signature: I� =�'' r. Notary Signature: surj�r �_� REVIEWED OR . ODE COMPLIANCE CITY (I F ATLANTIC BEACH BLOGOI Permit Application R 211 a SEE PERMITS FOR ADDITIONAL T E c 0 p REQUIREMENTS AND CONDITIONS. r REVIEWED BY:1 DATE:( / - it) s 4 e _ ' . ,. » Ifi .. . i ce . «....+ 4- NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. / 1 16 Tax Folio No. State of Florida County of Duval To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: That portion of Cornell Lane lying south of Lot 4 of Cornell One And lying north of Tract "C" of Scheidel Ct. / / - /03 5c.ketAil Address of property being improved: General description of improvements: Construct residential attached single family houses Owner: Habitat for Humanity of the Jacksonville Beaches Address: 1671 Francis Ave., Atlantic Beach, FL 32233 Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): Name: Address: Contractor: Habitat for Humanity of the Jacksonville Beaches 'on Address: 1671 Francis Avenue, Atlantic Beach, FL 32233 Phone No.: 904 - 241 -1222 Fax No.: 904 - 241 -4310 Surety (if any): Address: Amount of bond $: Phone No.: Fax No.: Name and address of any person making a loan for the construction of the improvements: Name: Address: Phone No.: Fax No.: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Phone No.: Fax No.: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Phone No.: Fax No.: Expiration date of Notice of Commencement (the expiration date is one (1) year form the date of recording unless a different date is specified): 12/31/10 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 00 TRACT "C" OF SCHEIDEL COURT, TOGETHER WITH A PART 00 TRACT "0 ", AS RECORDED IN PLAT BOOK 57, PAGES 99 AND 99A, OF SAID COUNTY, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT 00 REFERENCE COMMENCE AT THE POINT OF INTERSECTION OF THE EASTERLY RIGHT OF WAY LINE OF MAYPORT ROAD (STATE ROAD A -1 -A, AS NOW ESTABLISHED AS AN 120 FOOT RIGHT 00 WAY) AND THE NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD (STATE ROAD A -1 -A, AS NOW ESTABLISHED AS AN 100 FOOT RIGHT OF WAY); THENCE NORTH 89'19'35" EAST, ALONG THE NORTHERLY UNE OF SAID ATLANTIC BOULEVARD, A DISTANCE OF 1280.00 FEET TO THE SOUTHWEST CORNER OF THE LAND AS DESCRIBED IN DEED BOOK 1082, PAGE 222 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA; THENCE NORTH 0705'30" WEST, ALONG THE WEST LINE OF SAID LAND, 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, 00 AFOREMENTIONED PUBLIC RECORDS AND ALONG THE EAST LINE OF THAT PORTION OF CORNELL LANE CLOSED BY ORDINANCE NUMBER 55- 07 -35, A DISTANCE OF 65.10 FEET TO THE SOUTHEAST CORNER OF LOT 4, CORNELL ONE, AS RECORDED IN PLAT BOOK 55, PAGES 91 AND 919 OF AFOREMENTIONED PUBLIC RECORDS; THENCE NORTH 69'31'25" WEST, ALONG THE SOUTH LINE OF SAID LOT 4, BEING THE SAME AS THE NORTH RIGHT OF WAY LINE OF THAT PORTION OF CORNELL LANE CLOSED BY ORDINANCE NUMBER 65- 07 -35, A DISTANCE OF 83.90 FEET; THENCE SOUTH 07'05'30" EAST, ALONG THE PROLONGATION OF THE EAST RIGHT OF WAY LINE OF SCHEIDEL COURT, AS RECORDED IN AFOREMENTIONED PLAT BOOK .. 57, PAGES 99 AND 99A, A DISTANCE OF 103.90 FEET; THENCE NORTH 82'54'30" EAST, DEPARTING SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 74.37 FEET TO THE POINT 00 BEGINNING. CONTAINING 6,286 SQUARE FEET OR 0.14 ACRES MORE OR LESS. n.1 1,0 I • ■ t 1 I GE O,A�e S d1 A. *0,, 5.7 I -.� k.-.... ^-.41.0 n I 8 °'uRl° x11 •0' ' x CD VO D NOTES 7,10.9 x " "��aeHrx„ Ee0 9 1. THIS IS A TOPOGRAPHIC SURVEY ONLY. y \ �°'T�z �. O Ok y N 2. BEARINGS ARE BASED ON THE EAST LINE OF 44 0 2, p CAPTIONED LANDS 5E190 NORTH 07'05'30" WEST. \ L' ? 3. BENCH MARK USED IS THE NORTH RIM OF A STORM "' °WF ` ` \ 22 SEWER MANHOLE NEAR THE SOUTHWEST CORNER OF LOT 1, x1u% '\ x111 SCHEIDEL COURT AS RECORDED IN PLAT BOOK 57, PAGES c 99 & 99A. ELEVATION = 11.92 N.G.V.D. (1929) • q! �< . O 7 I I I ` ( x 9.6 7.1t.1 t 1 ' m >1 o I' o� ' 7410.7 } -- x6.5, '7,71 I 7t10.9 nz my 11 $:t ` ,I G � - -SEi BENCH MARK: 1 /2" IRON ,4P 1' \ 1111 ' R. O�� I PIPE. RED CAP LB3672 cµ, 2 1. 1 I 9 ELEV. 1O.D N. C. V.D. (1929) F h vN O n!0 I \ �C AO F'[x�R \. o I M ry n ,El // °,x .. u s V1 / • `\''� yJ�/� G '� \ \ /1 I Il ,ryE " "" ill x 6• 1I ,jI9k� ?l ✓1� <a • • ,cam -� s'wae r cu ez _' H r . _ " -,;.- - -- I , — r1. ' I Gtx 5.6 • • • • E 7 , 12.7 I o I • 5E C O 9 R &999 V4, .F.--, I • PAGES I I \gn I 0,0tUM UNIT 1 I 11,0.6 e0 SCHEIDEL CD 1B %tz. m • ; ONDOMINIUUS "� 11 < • Z I • • • 1 ` 2 Z I I 0 1_n 1 I r IS • I THIS SURVEY WAS MADE FOR THE BENEFIT OF HABITAT I f HUMANITY OF THE JACKSONVILLE BEACHES. ' 1 10 PfINIT OF R I --,,,,o, er 8 x.,\3 ''''f, ` \ ° � x10.98 �\ `t\ 9,5 13 n, x11.6 CO 11.23 , 81 _ x11.50 B p pVEM '•41 I , / 11.3 1 � i ORA nl C I ]3 / '".23 / / p_, GI O t t.] 50• Rl / O t.., „I / A .. / � ( /' , .i_ wi rEUK x P(qr B CGR / V 10.29 zr' '' on.r 35. 9179 X11.10 / C.tl µF' t x. / . 3; - ,""e1 1 . X 11.9 N 69. 1 1. 10.9'/ x11.2 XII4 ' 14 ' 1 0.)8 {, 411.3 O q5 • ( n 0. 7W78 G81T VE %fi` \ 1 z I • Prry \ 71.06 109< - ^3 09 SET BENCH MARK: MAG(AIL dt-� a b av .]X \��� /� �� a le< '''',/ '] ELEV. go. 11.59 t,;,. N.G.V.D. 1929, ( \ \ \ f ^ , c o.J a °iNE % � - +rea ° r o ryEary, , 1 xlox10.8 Ii" . 6 183' .11. ^ e 4 9, X11.18 it ` ' ( l q O t \ 1 % C�CaB 2, V NAR .xRY \;: CO � --1 om�. IE ` ` /o °ey< 4/ y W , / <6ae S Gil CE R NL�� /l ' '' ` ~o ' a,r6 „,,2 V , N e)-0,? l , , ' °� + ✓ �y O x11.n xn.2 65_ ''' o\ r • 5 �f209 N I H 4t4.:- • N/.,k� \____ 2 ��1f,`.\ 1 1 o . s?" PNV15*- t 1 } �"1� aE /. "URE I Q44 Pp / 1, 1 ` 1 1 1 , I2. 1 x \� P E ] ‘2.' C01491111E 1 ( �� 1 I t 1 I wr, 12.1) ,,., � 1,.8< ' 1881 x x 3 5 y 0 �ij�Clz. ./N4. 12.3x I . \ N a l x1..1 /_ 1 1 1. 1 183 /.8 L`(�l \ I in CURB/. °74 S.. O' 1 � o e x PNf 2 ,'I X,9 % il 4 I ` 1' 1 \l'{I / ' lam \ ',f -' D` 1 98 r S {: f R/RE T 1 ° C ■ 1 1 5J 1 1.182: 3°, I ' SCNE� 1^ 119..N1 BOOK CONC 1 L ' i I \ OF 0 5 10 20 l 1 } i 1 Q = ' 7 3 4 Z , l i! H Z w i -__ % ,_w 9,4 =• I Q = a Z m PARKING AREA c, m 1.a 0 x � x�x 6 <� 6Ar , O O 0 2 w n L.L t3 , 1 x,1 /� 9 0' )--I w W _ I SILT FENCE (TYP.) � c.) a N Li:' Vt 1 \ A L.) x,•r il \, x1,1 I • x,o.o ., / 1 CONSTRUCTION POD )1 : n, x ®6 A ,- 0 zoom Ac ar L , .9.g i ' I x10 ti / • 1 , i g U. i .§w ', I :03 * N I '�B NN 10.5% 1 6 Y ROOM x107 T.' •• )moo I A ‘--- li t i .1 SILT FENCE (TYP.) "Pr t� .1 TREE BARRICADE I -- 12,.._ i A (TYP.) 1 • -,� '�,1.. 1, �1 10.6 1 • - -11 -..,`° x11. ; SUNRISE COMMUNITY CHURCH — 7°- 74.37 7 11141111 11P -O -LET x1Z4 I , ! ;o I I E PD &99 UNIT 1B COURT * IS CO CO I 40)W5 x02.3 1 1 ' Z , ?a 8 1 ' I 1 Z I N 10 n, o c I o .. m I s C C Y m N CD I I t•1 m Q r _ O W Z Y La ' Lli LO I p ¢ c i a c ,, a C) 0 U Q (A 4T OF REFERENCE I ' SHEET 20 0 10 20 N8999 1 26 0 . 00 ' - -___ \ ___________-- - -- 1 ATLANT BOULEVARD 1 TATE ROAD NO. A -1 -A & N0. 10 SCALE IN FEET 100• RIGHT OF WAY (PAVED) '0, \ , s xta9S .. x10.23 1 C a C Z T' x x ,,. x11,6 ?A �EME A3P .. t I •, , x,t' B OR N `R ES C ,.,, ,11,,, 1r i � Rrgr o 1 = 1r, war is ^ / c o %n' WM Fwu '+ r __,_ ii a 'G „'�a:'o 53 • FAgE9A/E / ti 9r aq r „ rO S '� / `f Ail. x,aa`\ f /I N69 31 x , Q �a 10 2S • ..` x,,.3 ,9 `6A ✓,. ,093 �' n1 g A ... '\ S ys �.. ® o t, A % 3 `, Ys ''4..., 10-- ., q --- y h'M 'Pj c' 2. „ .1� x,2.2 or t '``4 r -SO , $ x, NY # ,.2x 4 y w • a �� t1Nl il I n t jam_ ° O - y 2 STI :5 '' r / 5 BED' x ie,PpVEMENT a VI rn I ISIS \ a v #1 a.ax ur x12 ii c 12.3x ... \ � y $ QI 2S I� �' a i 5BE t `, ` a o a ' e III e 0 cn a I i AC If 1 '. sr ' — VA . a ' o n ® I % _ 24 30E _ lam. !! ,, g 1 --I , y POR1 I S , T aooK p EA CON0040 a %HEIDE I C ONDoe DUMPSTERI t\ \ CONSTRUCTION MANAGEMENT PLAN NOTES: O Obi 1. PARKING WILL BE AT SUNRISE COMMUNITY .c. '' *% CHURCH. • ° 3 i 0 4)8,' POI 2. CONSTRUCTION POD (8'x12') WILL BE AT SUNRISE 1 COMMUNITY CHURCH. •'„,,s.- � ry ' s ifir;* H abitat for Humanit We Build ,Comintrititie,,...,!''14. . it January 13, 2010 Mr. Mike Jones Building Inspector City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 Mike, Attached are the following materials in support of Beaches Habitat application for building permits for 1101 and 1103 Scheidel Court (attached single family homes): 1) One (1) copy of the Building Permit Application for each address 2) One (1) copy of the Tree Permit 3) Three (3) copies of the pre - development survey 4) Two (2) copies of roof truss plans 5) Two (2) copies of floor truss plans 6) Two (2) copies of HVAC Energy Sheets for each address 7) Two (2) copies of the Florida Product Approval form for each address 8) One (1) copy of recorded Notice of Commencement 9) One (1) copy of letter to Ms Kaluzniak regarding fire sprinkler & irrigation systems. 10) Five (5) copies of the Construction Management Plan 11) Five (5) copies of architectural plans 12) Five (5) copies of structural engineering plans 13) Five (5) copies of the civil engineering/Site Plan Please let me know if any additional information is required. Thank you, Sincerely, Paul Finley Construction Manager 904.334.2278 attachments P.O. Box 50939 Jacksonville Beach, FL 32240 • Office: (904) 241 -1222 • Fax: (904) 241 -4310 www.beacheshabitat.org 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: . 1 / v / $ C..14C f A FL <7 Permit Office: Jacksonville City, State, Zip: /3 J (. n; j!L hCAcN, JAL .31L3'3 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 ft2 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= ft2 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 :;'pSctHE ST *". •,.• this calculation are in compliance with the Florida Energy specifications covered by this v ,;�. 0.4 - p� Code. tY J L-a J calculation indicates compliance rf 4 � >,,, ''.. -... ,,e, °, with the Florida Energy Code. ;;; ,.,� PREPARED �Y: 7 4"1..- Before construction is completed s - 6 DATE: I t l this building will be inspected for °G �11C 9 P ; (.., ._ � � compliance with Section 553.908 c . I hereby certify building, that this as designed, is in compliance Florida Statutes. 1 `r t.' with the Florida Energy Code. a w ■ �` � ) ��l C WE �� l OWNER /AGENT: ` r // BUILDING OFF CIAL / ...v... •• DATE: / / 7 a _/ DATE: ` _ `ft1C 11/4/2009 10.22 AM EnergyGauge® USA - FlaRes2008 Page 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: / /c. j .i cdio r'.PC4. G.z Permit Office: Rotate Angle: 90 County: Duval Jurisdiction: Cross Ventilation: City, State, Zip: 4- Family Type: Multi- family Whole House Fan: FL , New /Existing: New (From Plans) 3 �-2 - 3 y 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 $ /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 0ft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft 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 ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 827 ft' 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 kBtu /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 Cooling ((X Jan X] Feb Mar X Apr X May X Jun [X] Jul X Aug Sep X Oct X Nov X Dec Heating EXi Jan l X ] Feb X Mar X Apr X May X Jun EX] Jul l X� Aug �X� Sep f X � Oct X � Nov X � Dec Venting X Jan X Feb X Mar ;X Apr X May X Jun [[XX] Jul (X Aug [X Sep [X Oct IX 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 11/4/2009 10:23 AM EnergyGauge® / USRRPB v2.8 Page 3 of 4 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details • ADDRESS: . /l-' / .S C J ,' ?2 PERMIT #: /,jT1.�,� Z'>c ?4c f+, 1 32/33' INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106 AB.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 & 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 SECTION ' 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.A8.2.4 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: Jot -,L ‘46--,3>c2.. Permit Office Rotate Angle: 90 County: Duval Jurisdiction: Cross Ventilation: City, State, Zip: Aft.. i36"Ac I t,+ Family Type: Multi - family Whole House Fan: FL , 3 'L9_? New /Existing: New (From Plans) Comment. CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Jacksonville FL_ JACKSONVILLE 2 32 93 75 70 1281 49 Medium FLOORS V # Floor Type Perimeter Perimeter R -Value Area Joist R_Vatue 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 / Roof Gable Roof Solar Deck V # 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 V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 827 ft' Y N 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 Absor. 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. r ■ 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= ft2 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 f12 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 -` qN ST `• Construction through the above energy saving features which will be installed (or exceeded) .� a 9?FO in this home before final inspection. Otherwise, a new EPL Display Card will be completed `4Y., i.• ,�� based on installed Code compliant features. = I- ' > i . Builder Signature: Date: 1 /7 /l ; 0 . . _e.. Address of New Home: / ! c. 1 I SI Le P C. 1^, City /FL Zip: 4 74. - , `• i� .. ' - "= -33 T `" D ' p 31 `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 ftwa re ,‘,, - � I ' ,F , • , ' RESIDENTIAL AND L1GHT _ COMMERCIAL HVAC LOADS Prepared By: Jim Williams Home Energy Services 2080 Davis Rd. Jacksonville, FI. 32218 904 757 -3569 Wednesday, November 04, 2009 12- vii '- Resi dential -- Commercial HVAC Loads Elite Software Development, Inc. al & Light 8 C Home Energy Services Habitat For Humanity, Beaches 1622 Sf 5 Br W Storage Jacksonville, FL 32218 Page 3 , Miscellaneous Report _ — Dry Bulb - -- Wet Bulb ReLHum ReLHum D Bulb Difference S stem 1 Whole House Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data D 32 29.92 80 /o n/a Dry 72 ___ /a Winter: o Summer: 94 77 47% 50% 75 48.06 Duct izing 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 utsi a 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 168 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 . i Jacksonville, FL 32218 Pa e 5 Total Building Summary Loads Component Area Sen Lat Sen Total ' Descri tion Quan 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 Buildini 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. Rhv Residential Commercial ac - Resideal 8 Light Coercial HVAC Loads Elite Software Develo ment, Inc. ' Home Energy Services Habitat For Humanity, Beaches 1622 Sf 5 Br W Storage Jacksonville, FL 32218 - - _ - - Pie 7 System 1 Room Load Summary - - - - Htg Min Duct Duct Sens Lat CI Run Run = =_ C_._ __ __ _ = - - _ Min Sys Room Area Sens Htg s ---Zone 1me SF Btuh CFM Size Vel - Btuh Btuh CFM CFM 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 System Summa -- Cooling Sensible /Latent Sensible Latent Total' Tons Split Btuh Btuh Btuh 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: GSH130301 B* GSH130301 B` 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 bels 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 Elite Software Development, Inc. Rhvac - Residential & Light Commercial HVAC Loads Home Energy Services Habitat For Humanity, Beaches 1622 Sf 5 Br W Storage LJacksonville, FL 32218 Page — — _ e 9 Building Rotation Report (cont'd) Building Rotation Tonnage 25 2.4 - N O O) c O 0 U 2.3 l 22 2.1 South Southw est West Northw est North Northeast East Southeast Direction Front door Faces — 'e - - Building Recommended Tonnage Building Net Tonnage • ,, , 4 , 4 4.. — cd" . v O o o ... w a4 • Q a' ,2 o v' w w o a. 0Oc o 0 U 5 o a� Z 0 .. s ' 4 o ° d i a E c a 'b o et c E •j~ o o o O� U i4 o el 3 F ° 0 m W W '" v o F■ .) -c) a '' 0 �oo�A o ° 1. 0 E'''' > ,� , >, a Q 0 W 1 0 o 0 t .� o ; a v O c, ` ) s. -b v) o a. cz Q b o I., g a • 0 aZ .2 0 % 0 O b Q 0 0 0 a • � � 0 0 0o 0 0 _ O "' ¢ s' °o° � a a , t Fy v) - . o 0 �. �' g �b 6 O U o o 7:) ."% -d o� c o o i ..� o A �, an o o C 1 w o C� to 0 o o o n • o a. 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U d A c.) o as o 0 a o .= - › ' o Q ai EA ..o a up C4 0 o a b- E A " ''a 'ti ° Z b U z z • b b a) , ° >, Q 0 0 0-A City of Atlantic Beach !'� Building Department APPLICATION NUMBER t 800 Seminole Road (To be assigned by the Building Department.) � s) Atlantic Beach, Florida 32233 -5445 /4 � Phone (904) 247 -5826 • Fax (904) 247 -5845 E -mail: building- dept @coab.us Date routed: �/ City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: //61 i d g L L T D - nt review required En No Applicant: t/g('I #74 7h 6 r = tannin• &Zoe'• : ree Administrator Project: /1/bid ya f (/J (Public Works Fire Services _= Review f A 7F, 1 ?" �°_ "• e ay 4n 000NL uh 47 - 4 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: QApproved. ['Denied. (Circle one.) Comments: ( PLANNING & ZONING Reviewed by: in 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 ""_ 7°y'~gyl~703 BROOKS AND LIMBUAGH ~I~ ~'Q ~;~ ~(1f0A119f10(1 SyStAR'1SC~TY ~ ~J1.It~.C4~-:ru~.~ PAGE 01/01 . s ~ ,~ • .., ~, EARLY PUWEIt AGREEIVIENT ~ RELEASE ~ "~ t ,' ..... .. CxTY OF ATLANTIC BE,ACIE~ Blectnic power is requested :now under the caoditions and terms of this filly executed Agreement & Release Job Address: ~ ~ .10~ _ Ck1ei Permit xal0- ~ Service n•pe (Circle One): Overhead We, the undersigned Ganaal Contractor and Electrician, understand and a~ee: 1. "!Early k'ower" is y for our consbltctSon convettigrcc, it is nnr required by Cods and does eot substitute for 1<inal pactrons or the GO (Certificax of Occupancy~Fiat must be issued be~'ore occupancy, and as such is at dre disere#on of the Buildzttg Ot~icial. 2. The City of Atlantic Beech will make a special inspection, prior to the early power energizing. A!1 rough inapectiot-s must have prior Approval, including meeor base camcctrons. 3. Occupancy or use of the new construction before a foexrtal C/O constitutes fraudulent ~~se of the Bariy electric service. Such acti4c~ rs etcptess~y prohibited, and penalized by The City o~f Atlantic Beach Ordinances, A violation of this Agreement shall result ~n a request for prompt removal of electric service after atwenty-four hour notice. 4. °lrarly Power" release authority is the Electrician and/or the Contrac and must not occur before: s. IGquiprnent, devices and >i"i:ctuxes are installed err blanked oft safely. b. Panel is caraplate with breakers and cover, aa~ (labeling required at t3na1 innspection), c. 3erviee connection and grounding is cotnplete. d. The electric system has safely passed d tbugb electrical check. c. ~Vletcr can is ermanentiy noarked wit}r address. f l_emporary adpdress nuuabers displayed (Permanent numbers arc required for GO). 5. This fully compleoed form is to be submitted to the Building Department by hand, mail or fax. 6. Y'nhre encb A~recme~ata will teat bo accepbod tram #hosc who violalc any one of t>bue above items. CONTRA,C7O ~ DATE ~~~".T_'"" PRINT NAME rp~ `" ~ ,4,~ ELECTRiCiAN )C, nAT.E ~, PRINT NAME X I ~.~I~10 ~f I M/ INIh 800 Seminole Road, Atlantic Bwch FL 32233 Phone: (904)247.5826 Pax: (904~4~-58a5 imp:llwww.coab.us revised OI 30 09 k' ~ ~' n~~ ~\