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378 Plaza (vault) JOB ADDRESS ��/S� z2�, �, F TYPE Ti�OR� PROPERTY OW EIZ TFL :PHONE CONTRACTOR ,, TELEPHONE o?Z q--6 9 5?6 PERMIT NUMBER 59 0 0 DATE INSPECTIONS. FOOTING SLAB TIE BEAM LINTEL NAl UNCvSM G FRAMRVGICOVER UP �2 n MAL BUILDING CER=CATE OF OCCUPANCY ELECTRICAL PERMIT# LVSPEC TONS ROUGE FINAL MECHANICAL PERMIT 1 LVSPEC77ONS ROUGH FRVAL PLUMBWG PERMIT# INSPECTIONS ROUGHIVNDER SLAB TOPOUT WATEMSEWER FINAL NOTES. 1'4�����,C // // CITY OF 0;&U-44 Office of Building Official REQUEST FOR INSPECTION z -cam � o U � 9 Date � Permit No. _ Time Received P M. G� Job Addr ss o lity Owner's Name Contractor �G( BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M.. A.M. Inspection Made P Inspector Final Inspection erti icate of Occupancy❑ Date o v r �a-7-- �/ ���,� //CITY OF ��}}//�__ �/_ 4&40 C /3�-A;&UJ4 Office of Building Official REQUEST FOR INSPECTION Date Permi o. Time Received M. V Ci CC— Job Address/ L-7ality Owner's _Name1VL Contractor �� H1�.II DING CONCRETE ELECTRICAL PWMBING MECHANICAL Framing Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel CI Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P10r' _.�` Inspection Mad ` ' ) A.M.A.M Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date f_ CITY OF ATLANTIC BEACH - DEPARTMENT OF BUILDING I� 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION _ _ _ LOCATION INFORMATION Permit Number: 19900 -F Address: 378 PLAZA DRIVE Permit Type: REMODELING �� ATLANTIC BEACH, FL 32233 Class of Work: REMODEL Township: Range: Book: Proposed Use: SINGLE FAMILY ( Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: ° _ Parcel Number: Improv. Cost: 22,900.00 OWNER INFORMATION - _ _ -------- - --+ Date Issued: 4/18/2000 Name: HOLBERT, MOLLY Total Fees: 202.50 i Address: 378 PLAZA DR Amount Paid: 202.50 i ATLANTIC BEACH, FL 32233 Date Paid: 4/18/2000 i Phone: (904)249-5341 Work Desc- ILD REBURO�FPER PLANS - -_APPLICATION FEES _ PUSKAR, ANTHONY PAU OR S — ^PERMIT -00-Z-56-- I � j � 1 i I Inections-Required I j I NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTIONJ i BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE; AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER i "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY I OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" + ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SISBSECT SO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 1 If r 1282.58 14 I k-tW ' _ _ _ Date: 4/28/88 81 Receipt: 8851354 TIC BEACH BUILDING Df . CHECKS 157 8818eee3zz18ee r + 12 CITY OF ATLANTIC BEACH ity .1antic reach PERMIT APPLICATION REMODEL, ADDITIONS, Ori- 'Tc ' t MOVING, DEMOLITIONS Owner(s) : NIOLLw 1Jrj1_ 13F9,'r Job Address: 3 7ff I101#7_,4 S12Ff"✓ Phone: 249-5341 Lot # Block or Unit # Subdivision: Contractor: AruNa/ � /�I�S�/�✓" State License # -041032 Address: WOOF L./-i-eZ /Z! V` Phone No: 2-(r City Q(ZgjU C 014,0k State rLOelOd Zip Code 32-07-3 Describe work to be done: ZOV$7% �(_ GcJ L2�?d� n�� /STi/✓C S 7-1,tj)c-r Li n F r Present use of building: EF-S/'Dezy Valuation of Proposed Construction: 42 Z, qoc-> Proposed use: 2E S/ _bF P %/ A L- Is this an addition? NO If yes, what are the dimensions of the added space: /J ft. X 0 ft. Will the added area be heated and cooled?N / New electrical (or increase) ? New plumbing fixtures?-i& New fireplace? ew Heat/AC? SUBMIT THREE (COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PIANS, INCLUDING. SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMIONCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: 3 Iz. S 7_00o Signature CONTRACTOR: Date: a _ 0 AS TO Wbfflyk DALE W,HOL,BERT MY�tiMM1S3lON+�CC�3r1 Sworn bscW1aaWjb)4a t'e me his ll� day of �'`� C�[?�' 2000._ 14063NOTMY fl0.NOtYy QMNQ!A ft+dn4 G NOTARY PUBLIC AS TO CONTRACTOR: Sworn to and subscribed before me this day of PkCLfoj�__ ,2000. 'NOTARY PUBLIC . ,Y Susan C.Conley ' W COMMISSION#CC824693 EXPIRES April l 2003 ^,�R'' B0NDEDTHRUT r,%NINSURANCE,INC JJ �� I� M72 Baol�. 95`:35 Page 5 FLA, 1977 LAWS RAMCO FORM 409 FS 713.13 Notice of Commencement To whom It may concern: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes,the following /information is stated in this NOTICE OF COMMENCEMENT. 3 f� Zo¢ ,-� j� fr iZ�1x17`/C z?7✓�Cf� Descri tion ofpro erty . �M.(/1�(r� ... � !�'1 �.y.....�2f.S/3)f'n1c- �C� T.r!�........4:T............ -t..�...... r.3..... . A-...S �y�..../ yr 4-/`'%1.G.f.�.T� .................. ....................................................................................................................................................................................... General description of improvements ......, !V:.T.fil.�. .:.....L11 .<.1 ...FrO�� ... ..........................1................ p.....................................................................................................................I..................... . ,ou"y ....X`fa,,lr. ! .r .... ... ... ........ .. ........ I ... ...... ..... ....... .. ....... ... .. , ... Owner...... ..................................... C Address ....... .7 a..... .T..gf. .7 ..�. ./} ........................ Owner's interest in site of the improvement................. ..... S/."n, ......................................................... Fee Simple Title holder(if other than owner) Name ........................................................................................................................................................................... Address ............ ........ �ry .�yy ... ..........................................................I.......................... Contractor.........a/!m7`/ ^/ ........<.'... ./.' L.r�-..... .. . Address ............../... 1-w....1hlS�G�� !���....... 1.✓ t.. .! 'fh �''' i �...... �. ..�1........ Surety(if any) ............................................................................................................................................................. Address ................................................................................................................ Amount of bond$ ....................... Any person making a loan for the construction improvements: Name........................................................................................................................................................................... Address ....................................................................................................................................................................... Person within the State of Florida Oesignated by owner upon whom notices or other documents may be served: Name ....... !;�Wa1 A k'.5....... . 4,9.x'/.2 T. .. ............ 11 .... . . Address .....2....4� !!ZWo .... if��I�,�...,T�G -;?N✓/,/1�.... F'/>?G/7. `...I��CI,�K/.. ! ..................... In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(h),Floridan Statues. (Fill in at Owner's option). Name.......I NT/o/V ��1, em................ ... .....I.................... ..../.. 9. ...�!4 ? � . ,�..1.�!al ....�!'�R/�' ....e�1��2 .... ........., ,X11.7 Address � ............................. This space for recorder's use only � r0 DALE W.HOLBERT Owner MY COMMISSION*CC&458.2 11[VI EXPIRES:Jul 14,2003 Sworn to and subscribed before me this .......day of der n° 140D.S.WTIWv Fk Nowy SOMM A Sond ng Co. .../. ......LGI' .................. ..... ::.... . .... --......... Notary Public CITY OF ATLANTIC BEACH PERMIT CAL: LATION SHEET Address ® < Z f*-- LJR . t-l3o i.D t* 0€ Date y. I pC7 Heated Sauare Footage @ $ per sa ft = S Garage/Shed _�i @ $ per sq t = $ Carport/Porch \1 J '_�_ S _,per sq ft - $ _T per sg ft = $ .. Patio D @ s._p e r s a ft = 8.__ TOTAL VALUATION: S11) Z1. 900 ,�2 Total Valuation Remaining Value $ -. per thousand or portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee $ -7 ( ) Fireplaces @ $15 , 00 S '-4B BUILDING PERMIT FEE $ L a --a. v WATER IMPACT FEE $r_.._ SEWER IMPACT FEE $ WATER METER/TAP CAPITAL IMPROVEMENT S SEWER TAP $ �� f 1 RADON (HRS) 0050 SECTION H PAVING ( $ HYDRAULIC SHARES S CROSS CONNECTION $ i SURCHARGE . 0050 S OTHER $ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp : SwimmingPool Septic Tank ; Well_,_; Sign. Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : M oLL� Not-�E�T t2�s,3zrv�U 3'i£S ()LAZA 6£T A-I.A t'n K_ �� � R _ S�l� �7 g A PR 1 ? 20 01J w,�t,15 tk�c ti C u�1a ►�Pni" City of Atlantic Beactb�-sr-DF BL,Ilciins? and Zoning; s S'El- 1S t� To M T Wprurr N` Q A No 3'7 r �<< CitXr�iJ 1 aSg NR2G£D ►/4C WITI�Jty vF GA+ �S OR. p2K_frAB TQJ itr�F CL'P fA. TP O C �„XiSTf ti1G' -. GRN£- aa� STs-�Z o R �I -fRJSS W STN (,�� gT2AP �.�• A p N4. Z 4�� SZtiRP pN�rlor` �jO c.LtPs o 0- SS A r"%E 7 SSA i✓y . 1E. L I` P H 1 2 2000 City of Atlantic Deucli s Build and Zoning 3 le P r v< z e 4 � \ i i i �£ g � oL 3F�� 3-12 PL47t + R--T 1.kA)T'G -P,t k Gly �iSs KTncc 14A U� qrL CITY OF ATLANTIC BEACH zz� 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001180 Date 8/19/09 Property Address . . . . . . 378 PLAZA Application type description MECHANICAL HVAC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 CU 1 AHU ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ HOLBERT, H. GRADY HUXHAM HEATING & AIR 378 PLAZA 2101 FLORIDA BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 246-6721 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/15/10 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. HOLBERT 06 s russ russ ype ty y 71622726 4704 A01 ROOF TRUSS 5 1 o bona{ 0o ine, s e i e n us nes, nc. n pr age -3-0-0 9-0-8 17-0-8 25-0-8 341-0 37-1-0 3-0-0 9-0-8 8-0-0 8-0-0 9-0-8 3-0-0 Scale=1:77. 5.00 12 5x6= 5 3x4 1 4x6 4x6 3x4 3 4 6 7 i 8 M 2 Cl) o 3.6= 12 11 10 3x6 2x4 11 5x8= 2x4 I I 9_0_g 17-0-8 25-0-8 34-1-0 _ i 9.0.8 8-0-0 8-0-0 9-0-8 ate sets L11: LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) 0.25 11 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.33 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) -0.11 8 nia BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl=360 Weight: 199 ib `- LUMBER — _---- BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 4-7-5 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-3-12 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-11,7-11 REACTIONS(Ibisize) 8=1540/0-3-8,2=1541/0-4-0 Max Horz 2=-59(load case 2) Max Uplift 8=-1700(load case 4),2=-1703(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=32,2-3=-2480,3-4=-1710,4-5=-1710,5-6=-1710,6-7=-1710,7-8=-2483,8-9=32 BOT CHORD 2-12=2272, 11-12=2272, 10-11=2275,8-10=2275 WEBS 3-12=169,3-11=-770,5-11=836,7-11=-774,7-10=169 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,-using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition 1 enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1700 Ib uplift at joint 8 and 1703 Ib uplift at joint 2. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) 1) Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-5=-60.0,5-9=-60.0,2-8=-20.0 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=136.0,2-5=77.0,5-8=84.0,8-9=143.0,2-8=-10.0 Horz: 1-2=-146.0,2-5=-87.0,5-8=94.0,8-9=153.0 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=143.0,2-5=84.0,5-8=77.0,8-9=136.0,2-8=-10.0 Horz: 1-2=-153.0,2-5=-94.0,5-8=87.0,8-9=146.0 4) 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=143.0,2-5=84.0,5-8=84.0,8-9=143.0,2-8=-10.0 Horz:1-2=-153.0,2-5=-94.0,5-8=94.0,8-9=153.0 5) 1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 April 7,2000 Uniform Loads(plf) Vert:1-5=-60.0,5-9=-20.0,2-8=-20.0 A WARMNO-verM design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE TISE. s�s� Design volld for use only with MlTek connectors.This design k based only upon parameters shown,and k for an Individual building component to be � insloMW and loaded vertically. Applicability of design parameters and proper Incorporation of component k responsibility of building designer-not truss designer.Bracing shown k for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction k the responsibimy of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guldonce regarding fabrication,qualify control,storage,delivery,erection and bracing,consul OST-88 Quality Standard,DSI-89(racing specMcation,and NIS-91 MiTeke Handling Indoning and aroofng Recommendallon available from Truss Plats institute,593 D'Onof to Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches,Apply l. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each `2 " other. WEBS J5 itlz:�r I 3. Place plates on each face of truss at each *For 4 x 2 orientation,locate = \N\\ 3 �� 3 Q joint and embed fully, Avoid knots and wane L) O at joint locations, plates ria"from outside edge of a 4. Unless otherwise noted,locate chordsplices truss and vertical web. CA Cy cc_ o at I /4 panel len th+6"from adjacent oint. *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of �. required direction of slots in Jt JS J7 J6 lumber shall not exceed 19%at time of fabrication, connector plates. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. *For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591, 1329,4922 ft.spacing,or less,if no ceiling is installed, 4e unless otherwise noted. SBCC! 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur, r a stacks of construction materials, 14.Do not cut or after truss member or plate without prior approval of a professional engineer. MiTeke 15.Care should be exercised in handling, ® erection and installation of trusses. PANEL TM © 1943 Mitek Holdings, Inc. ® CLIP aAwo-sae,C91 HYO%�+D,/!tA® -Jobt I russ Iruss type Qty Py -- J1622726 4704 A01 ROOF TRUSS 5 1 (optional) C. Woodbine, s Feb 14 ZUUU MITek Industries,Inc. Fri Apr age LOAD CASE(S) 6)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-20.0,5-9=-60.0,2-8=-20.0 I I I i i I I I I II I A WARNING-VerW design parameters and READ NOTES ONTRIS AND REVERSE SWE BEFORE USE. Design valid for use only with Mliek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Instated and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erecta.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,qualify control,storage,delivery,erection and bracing,consult OST-lit Quality Standard,031-89 tracing Specification,and Nit-91 M iTek® Handling Installing and tracing Recommendation available from Truss Plate Institute,593 D'Onohlo Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property tai. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each C2 C3 other, O WEBS J5 ¢ 3, Place plates on each face of truss at each *For 4 x 2 orientation,locate z " h �� ; Q joint and embed fully. Avoid knots and wane v o at joint locations. plates 1/8"from outside edge of a _ O v 4. Unless otherwise noted,locate chord splices truss and vertical web. ,- a o at /4 panel length(+b"from adjacent joint,) U_ 771 *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19`;o at time of fabrication. connector plates. 6, Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. *For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and FARTHEST TO THE LEFT. is the responsibility of truss fabricator,General MRek/Gang-Nail Joint/Plate Placement Chart. p � WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11,Bottom chords require lateral bracing at 10 continuous lateral bracing, ICBO 1591, 1329,4922 ft,spacing,or less, if no ceiling is installed, le unless otherwise noted. SBCC! 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur, _,�® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTeke 15.Care should be exercised in handling, y 7M erection and installation of trusses. �'f �® PANtEi. © 1993 Mitek Holdings, Inc. Ct.tP o&, ruse 1russ lype y i y J1622727 4704 A02 ROOF TRUSS DROP TC 1 1 (optional) Woodbine, s Feb 14 2000 Mi ek Industries,Inc. Fri Apr age -3-0-0 17-0-8 34-1-0 37-1-0 3-0-0 17-0-8 17-0-8 3-0-0 Scale=1:77. 4x4=- 10 5.00 12 9 11 8 12 7 13 6 14 5 15 4x5 4 16 4x5 3 17 1 co 2 - - 181,19 m 5x1011 32 31 30 29 28 27 26 25 24 23 22 21 20 5x1011 3x4= 5x5 3x4 34-1-0 34-1-0 Plate Offsets ,Y: 2:0-1-5, d e,[2:0-3-13,Edge,[18:0-1-5,Edge], 18:0-3-13, [26:0-2-8,0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) n/a - n/a M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.15 1-2 >238 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 18 n/a BCDL 10.0 Code SBC/ANS195 _(Matrix) 1st LC LL Min I/defl=360 Weight:202 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Sheathed or 6-0-0 oc purlins. 1-3 2 X 6 SYP No.2, 17-19 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 REACTIONS(lb/size) 2=408/34-1-0, 18=408/34-1-0,26=174/34-1-0,27=161/34-1-0,28=160/34-1-0, 29=157/34-1-0,30=174/34-1-0,31=102/34-1-0,32=294/34-1-0,25=161/34-1-0, 24=160/34-1-0,23=157/34-1-0,22=174/34-1-0,21=102/34-1-0,20=294/34-1-0 Max Horz 2=56(load case 3) Max Uplift 2=-780(load case 4), 18=-780(load case 4),27=-154(load case 3),28=-190(load case 4), 29=-182(load case 3),30=-170(load case 4),31=-225(load case 3),32=-129(load case 4), 25=-153(load case 2),24=-190(load case 4),23=-182(load case 2),22=-170(load case 4), 21=-224(load case 2),20=-129(load case 4) Max Grav 2=409(load case 5), 18=409(load case 6),26=275(load case 2),27=165(load case 5), 28=160(load case 1),29=157(load case 5),30=174(load case 5),31=102(load case 1), 32=294(load case 5),25=165(load case 6),24=160(load case 1),23=157(load case 6), 22=174(load case 6),21=102(load case 1),20=294(load case 6) FORCES(lb)-First Load Case Only TOP CHORD 1-2=63,2-3=-24,3-4=66,4-5=33,5-6=47,6-7=44,7-8=44,8-9=44,9-10=44, 10-11=44, 11-12=44 , 12-13=44,13-14=-2, 14-15=47, 15-16=-13, 16-17=66,17-18=-24, 18-19=63 BOT CHORD 2-32=-20,31-32=-20,30-31=-20,29-30=-20,28-29=-20,27-28=-20,26-27=-20,25-26=-20, 24-25=-20,23-24=-20,22-23=-20,21-22=-20,20-21=-20, 18-20=-20 WEBS 10-26=-134,9-27=-121,8-28=-120,7-29=-118,6-30=-128,5-31=-85,4-32=-205, 11-25=-121, 12-24=-120,13-23=-118, 14-22=-128,15-21=-85, 16-20=-205 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 140-mph winds at 25 ft above g)bund level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek "Standard Gable End Detail" 4)All plates are 2x4 M20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 on center. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 780 Ib uplift at joint 2,780 Ib uplift at joint 18, 154 Ib uplift at joint 27, 190 Ib uplift at joint 28, 182 Ib uplift at joint 29, 170 Ib uplift at joint 30,225 Ib uplift at joint 31,129 Ib uplift at joint 32, 153 Ib uplift at joint 25, 190 Ib uplift at joint 24, 182 Ib uplift at joint 23, 170 Ib 1W uplift at joint 22,224 lb uplift at joint 21 and 129 Ib uplift at joint 20. April 7,2000 8)This truss has been designed with ANSI/TPI 1-1995 criteria. p AWARNIm-VsrW design parameters and READ NOTES oN Tms AND RETIERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and k for an Individual building component to be � Instilled and loaded vertically. Applicability of design parameters and proper Incorporation of component k 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 iesponslbllity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consuR OST-SS Quality Standard,DSS-89 Bracing SpeoRlcation,and MIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onof io Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties., Tia TOP CHORDS 2. Cut members to bear tightly against each T C2 " other. a WEBS AC6p_ � 3, Place plates on each face of truss at each For 4 x 2 orientation,locate 0 �� Q joint and embed fully. Avoid knots and wane v 0 at joint locations. plates /a"from outside edge of a = 0 0 4, Unless otherwise noted,locate chord splices truss and vertical web. o at 114 panel length(+b"from adjacent joint.) C8 0 *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of �. required direction of slats in Jt J8 J7 J6 lumber shall not exceed 19%at time of fabrication, connector plates. b. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, *For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and FARTHEST TO THE LEFT. is the responsibility of truss fabricator,General Mrtek/Gong-Nail Joint/Plate Placement Chart. y WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 X 4 perpendicular to slots,Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93,85-75,91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11,Bottom chords require lateral bracing at 10 continuous lateral bracing. iCBO 1591, 1329,4922 ft.spacing,or less,9 no ceiling is installed, 1�4e unless otherwise noted. SBCCi 8720b,Sb217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, erection and installation of trusses. PANEL TM 4 1993 Mitek Holdings, Inc. �o� 1 russ russ ype ty y . J1622727 4704 A02 ROOF TRUSS DROP TC 1 1 (optional) Woodbine, s Feb 14 2000 Milek Industries,Inc. Fri Apr age LOAD CASE(S) 1) Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-10=-60.0, 10-19=-60.0,2-18=-20.0 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=136.0,2-10=77.0, 10-18=84.0, 18-19=143.0,2-18=-10.0 Horz: 1-2=-146.0,2-10=-87.0, 10-18=94.0, 18-19=153.0 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=143.0,2-10=84.0, 10-18=77.0, 18-19=136.0,2-18=-10.0 Horz: 1-2=-153.0,2-10=-94.0, 10-18=87.0, 18-19=146.0 4) 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=143.0,2-10=84.0, 10-18=84.0, 18-19=143.0,2-18=-10.0 Horz: 1-2=-153.0,2-10=-94.0, 10-18=94.0, 18-19=153.0 5) 1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-10=-60.0, 10-19=-20.0,2-18=-20.0 6)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-10=-20.0, 10-19=-60.0,2-18=-20.0 I i I I A WARNZNG-VerVy design parameters and READ NOTES ON TMS AND REVERSE SID&BZMJtE USE. Design valid for use only with Mfek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responslblilty of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,qualRy,control,storage,delivery,erection and bracing,consul CST-8B Quality Standard,DSS-89 Bracing Specification,and HIS-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Ono6b Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION failure to Follow Could Cause Property v/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. ,/,,securely /" TOP CHORDS 2. Cut members to bear tightly against each `2 C' J5 other, v�rEBS a: 3, Place plates an each face of truss at each *For 4 x 2 orientation,locate = U 3 z3 cc joint and embed fully. Avoid knots and wane U i at joint locations, plates 1/8"from outside edge of o. truss and vertical web. o a 4. Unless otherwise noted,locate chord splices CA V at /4 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of =. required direction of slots in Ji J8 J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates, b. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, *For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified to slots, BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing, ICBG 1591, 1329,4922 ft,spacing,or less, if no ceiling is installed, le unless otherwise noted. SBCCI 87206:86217,4190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. i�® stacks of construction materials, 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTeke 15.Care should be exercised in handling, ® erection and installation of trusses. � �� PANEL TM Q 1493 Mitek Holdings, Inc. CLIP -J0-yl- I russ russ ype ty y 4704 B01 ROOF TRUSS 2 1 J1622728 (optional) —BUT03ERS-7TR SS INC./,Woodbine, s Febi ek Industries,Inc. Fri Apr age 3-0-0 9-0-8 17-0-8 25-2-14 34-1-0 37-1-0 3-0-0 9-0-8 8-0-0 8-2-6 8-10-2 3-0-0 Scale=1:78.1 5.00 12 5x6= 5 4x6 8x12 4x6 3x4 3 4 6 7 I M 2 8 __.__-- __ 9119M 3x5= 3x6= 13 12 11 10 2x4 11 5x8=- 2x4 3x6 \\ 9-0-8 17-0-8 25-0-8 ,26-11-q 34-1-0 9-0-8 8-0-0 8-0-0 1-10-8 7-2-0 Plate Offsets(X,Y)-. [2:0-1-4 - — LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.21 8 >407 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.82 Vert(TL) 0.20 8 >433 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.03 10 n/a BCDL 10.0 Code SBC/ANSI95 _ 1 1st LC LL Min I/deft=360 Weight:205 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 4-1-2 oc purlins. BOT CHORD 2 X 4 SYP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 8-12 2 X 4 SYP No.1 D WEBS 1 Row at midpt 3-12,7-12 WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 2=1128/0-4-0, 10=1955/0-3-8 Max Horz 2=-59(load case 2) Max Uplift 2=-1169(load case 4), 10=-2816(load case 4) Max Grav 2=1129(load case 5), 10=1955(load case 1) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=32,2-3=-1453,3-4=-666,4-5=-666,5-6=-666,6-7=-666,7-8=1310,8-9=32 BOT CHORD 2-13=1331, 12-13=1331, 11-12=-425, 10-11=-425,8-10=-1203 WEBS 3-13=169,3-12=-796,5-12=27,7-12=1147,7-11=98,7-10=-2022 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1169 Ib uplift at joint 2 and 2816 Ib uplift at joint 10. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) 1) Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60.0,5-9=-60.0,2-8=-20.0 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=136.0,2-5=77.0,5-8=84.0,8-9=143.0,2-10=-10.0,8-10=71.6 Horz: 1-2=-146.0,2-5=-87.0,5-8=94.0,8-9=153.0 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=143.0,2-5=84.0,5-8=77.0,8-9=136.0,2-10=-10.0,8-10=71.6 Horz: 1-2=-153.0,2-5=-94.0,5-8=87.0,8-9=146.0 4) 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=143.0,2-5=84.0,5-8=84.0,8-9=143.0,2-10=-10.0,8-10=71.6 Horz: 1-2=-153.0,2-5=-94.0,5-8=94.0,8-9=153.0 April 7,2000 ,&WARNING-Ver{jy design par+ansetors and REM NOTES ON TB7S AND RIS VZR=SIDE BEFORE USB. r !40 Design valid for use only with MITek connectors.This design Is based only upon parameters drown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responslbillty of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control.storage,delivery,erection and bracing,consult OST-88 Quality Standard,088-89 Bracing Specification,and MIS-91 M iTe k® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onoftlo Drive,Madison,w153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/,. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. 'fie TOP CHORDS 2 Cutmembers to bear tightly against each C? C3 other. o WEBS J5 Q 3, Place plates on each face of truss at each *For 4 x 2 orientation, locate = a ,,� ; � joint and embed fully. Avoid knots and wane 0 O at joint locations. plates 1/8"from outside edge of a o4. Unless otherwise noted,locate chord splices truss and vertical web, �� o at r/4 panel length(+ b"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. *For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and FARTHESTTOTHE LEFT. is the responsibilityof truss fabricator, General MiTek/Gang-Nall Joint/Plate Placement Chart. WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots, Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less,if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate mi! without prior approval of a professional engineer, ® MiTek0 15,Care should be exercised in handling, TM erection and installation of trusses, � �® PANEL © 1993 Mitek Holdings, Inc. A.QMCLIP FORM018,019 '°''�® HMR0-4/R® o russ Truss Type Qty Ply -PRESTIGE T RES. 4704 B01 ROOF TRUSS 2 1 J1622728 -BUILDERS-TRL SS INC./, gnal oo Ine, s e i e us ries,Inc. n pr age LOAD CASE(S) 5) 1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-5=-60.0,5-9=-20.0,2-8=-20.0 6)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-5=-20.0,5-9=-60.0,2-8=-20.0 I I i i i I i Aw.uwrdva-verm dsatyn parmrsete►s and RzAD Norris odv TMS AND R6vzRSE surds ajr"RE uss. rim® Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be � Installed and loaded vertically. Appilcablitly of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stabBBy during construction Is the msponslblltty of the erector.Additional permanent bracing of the overall structure is the responsbSRy of the building designer.For general guidance regarding fabrication,quality contro6 storage,deWery,erection and bracing,consull OST-88 Quality Standard,DSS-89 gracing Speclfbation,and HIS-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,693 D'Onohb Drlve,Madison,WI$3719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building , erection supervisor,designer,g property securely seat. J2 J3 Ja owner and all other interested parties., TOP CHORDS 2. Cut mem to bear tightly against each Cz other. Q WEBS J5 Q 3, Place plates on each face of truss at each *For 4 x 2 orientation, locate = �, � � Q joint and embed fully. Avoid knots and wane 0 o at joint locations. plates r/8"from outside edge of a _ o truss and vertical web. a 4. Unless otherwise noted,locate chord splices �� o at 1/4 panel length(+6'from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Ji J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. *For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to Camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft,spacing,or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,4190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. +^® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. M iTek® 15.Care should be exercised in handling, erection and installation of trusses. PANEL TM © 1993 Mitek Holdings, Inc. � Iwo-wu�® CUP #IMRO,A/R o russr�Type ty Ply 4704 B02 ROOF TRUSS 3 1 J1622729 —MEDERS—MI SS INC.1, o tional Woodbine, sFebi e n ustnes,Inc. n pr age -3-0-0 9-0-8 17-0-8 25-2-14 34-1-0 3-0-0 9-0-8 8-0-0 8-2-6 8-10-2 Scale=1:75.1 5.00 F12 5x6= 5 4x6 3x4 6x10 3 4 6 2 7 i M 3x5— 3x4 11 10 9 8 — 2x4 I 5x8 -- 2x4 1 3x6 \\ I 9-0-8 17-0-8 25-0-8 26-11-9 34-1-0 9-0-8 8-0-0 8-0-0 1-10-8 7-2-0 Plate Offsets -- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) -0.15 7-8 >575 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.20 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.03 8 n/a �BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl=360 Weight: 197 Ib LUMBERBRACING - -- - -- - -- ------ I TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 5-4-4 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3*Except* WEBS 1 Row at midpt 3-10,6-10 6-82X4 SYP No.2 REACTIONS(lb/size) 2=1177/0-4-0,8=1726/0-3-8 Max Horz 2=224(load case 3) Max Uplift 2=-1286(load case 4),8=-2270(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=32,2-3=-1575,3-4=-790,4-5=-790,5-6=-790,6-7=855 BOT CHORD 2-11=1443, 10-11=1443,9-10=-103,8-9=-103,7-8=-785 WEBS 3-11=169,3-10=-793,5-10=122,6-10=918,6-9=98,6-8=-1774 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by t10 mph winds at 25 ff above grotlevel,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1286 Ib uplift at joint 2 and 2270 Ib uplift at joint 8. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) 1) Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-5=-60.0,5-7=-60.0,2-7=-20.0 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=136.0,2-5=77.0,5-7=84.0,2-8=-10.0,7-8=71.6 Horz: 1-2=-146.0,2-5=-87.0,5-7=94.0 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=143.0,2-5=84.0,5-7=77.0,2-8=-10.0,7-8=71.6 Horz:1-2=-153.0,2-5=-94.0,5-7=87.0 4) 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=143.0,2-5=84.0,5-7=84.0,2-8=-10.0,7-8=71.6 Horz:1-2=-153.0,2-5=-94.0,5-7=94.0 5) 1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 April 7,2000 AWARMNO-Verft design parameters and READ NOTES ONTHm AND Remma SIDE BamA t A86. Design vatd for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Indh4duol building component to be � Instated and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Addttbnal temporary bracing to Insure stabltty during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responslbtty of the building designer.For general guidance regarding fabrication.quality control,storage,delivery,erection and bracing,consulf OST-88 Quality Standard,DSR-89 Bracing Specification,and HIS-91 M iTek® Handling Installing and{racing Recommendation avail able from Truss Plot*Institute,$83 D'Onofrlo Drlve,Madison,W153719. Symbols Numbering System QGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property tvh *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply l. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. 'fe" •' '�8 TOP CHORDS 2, Cut members to bear tightly against each C2 WEBS c3 a J5 other. � 3. Place plates on each face of truss at each *For 4 x 2 orientation,locate = a � joint and embed fully.Avoid knots and wane v o at joint locations, plates 1/8!'from outside edge of a �ti = O 4, Unless otherwise noted,locate chord splices truss and vertical web. n ca �, O at /4 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted,moisture content of �. required direction of slots in Jt J6 J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates, b. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. *For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator,General WEBS ARE NUMBERED FROM LEFT TO RIGHT, practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing, ft.spacing,or less, if no ceiling is installed, ICBO 1591, 1329,4922 unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. a stacks of construction materials. 14,Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTeke 15,Care should be exercised in handling, erection and installation of trusses. �® PANEL TM © 1993 Mitek Holdings, Inc. CLIP J0117 russ Iruss lype ty y RES. - J1622729 4704 B02 ROOF TRUSS 3 1 (optional) -BUIEDERS-TR SS . Woodbine, s Feb 14 2000 Milek Industries,Inc. Fri Apr 07age LOAD CASE(S) Uniform Loads(plf) Vert:1-5=-60.0,5-8=-20.0,2-8=-20.0 6)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-5=-20.0,5-7=-60.0,2-7=-20.0 I I I I I i A WARMNO-VerVy deelyn jImmu setere and READ NOTES ON TMS AND REVERSE SWE BEFORE EW. Design valid for use only with Mfiek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responstAlfiy of building designer-not truss designer.Bracing shown b for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction b the responsibility of the erector.Additional permanent bracing of the overall structure b the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-68 Quality Standard,DSS-89 Bracing Specification,and MIB-91 M iTek® Han�ing Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onohb Drive,Madison,WI 63719. Symbols Numbering System QGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. *Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties., '/e TOP CHORDS 2, Cut members to bear tightly against each `� C3 2, O WEBS J5 cc 3. Place plates on each face of truss at each _ ,� ; �� ; Q joint and embed fully.Avoid knots and wane *For 4 x 2 orientation,locate v r at joint locations. plates I/a"from outside edge of o X 0 4, Unless otherwise noted,locate chord splices truss and vertical web. a Vo at r/4 panel length(*0 from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of =. wired direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of required fabrication. connector plates. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT SNE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator.General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing, ICBO 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, 4e unless otherwise noted. SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,911080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. a stacks of construction materials, 14,Do not cut or alter truss member or plate without prior approval of a professional engineer, MiTeko 15.Care should be exercised in handling, ® erection and installation of trusses. �® PANEL TM © 1993 Mitek Holdings, Inc. CLIP o - I russ truss type ty y J1622730 4704 B03 ROOF TRUSS 8 1 (optional) BU1LWoodbIne, s Feb 14 000 Milek Industries,Inc. Fri Apr age -3-0-0 9-0-8 17-0-8 25-0-8 34-1-0 3-0-0 9-0-8 8-0-0 8-0-0 9-0-8 Scale=1:74.6 5.00 12 5x6= 5 5x8 3x4 3x4 17 3 4 6 I 2 7 I M '4t 1 ---- _---- _._- - -- - -- ---- -- - - - to 3x6== 10 9 8 3x6 2x4 5x8= 2x4 9-0-8 T 17-0-8 _ +- 25-0-8 34-1-0 9-0-8 8-0-0 8-0-0 9-0-8 Plate Offsets(X, 9:0-4- 0- - 1 -- -_- ------- -.__-- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) 0.26 9 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.33 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) -0.12 7 n/a BCDL 10_0 Code SBC/ANSI95 - 1st LC LL Min I/deft=360 Weight: 191 Ib LUMBER BRACING - _ - -- - TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 4-7-5 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-9,6-9 REACTIONS(lb/size) 7=1351/0-3-8,2=1541/0-4-0 Max Horz 2=223(load case 3) Max Uplift 7=-1250(load case 4),2=-1703(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=32,2-3=-2480,3-4=-1710,4-5=-1710,5-6=-1710,6-7=-2483 BOT CHORD 2-10=2272,9-10=2272,8-9=2275,7-8=2275 WEBS 3-10=169,3-9=-770,5-9=836,6-9=-774,6-8=169 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft aboveground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1250 Ib uplift at joint 7 and 1703 Ib uplift at joint 2. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) 1) Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60.0,5-7=-60.0,2-7=-20.0 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=136.0,2-5=77.0,5-7=84.0,2-7=-10.0 Horz: 1-2=-146.0,2-5=-87.0,5-7=94.0 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=143.0,2-5=84.0,5-7=77.0,2-7=-10.0 Horz: 1-2=-153.0,2-5=-94.0,5-7=87.0 4) 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=143.0,2-5=84.0,5-7=84.0,2-7=-10.0 Horz: 1-2=-153.0,2-5=-94.0,5-7=94.0 lot" 5) 1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) April 7,2000 Vert: 1-5=-60.0,5-8=-20.0,2-8=-20.0 AWARMNO-Verft design parameter and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. sss,ssss® Design valid for use only with Well:connectors.This design k based only upon parameters shown,and Is for an Individual building component to be � Instated and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction is the responslbtty of the erector.Additional permanent bracing of the overall structure is the responsibllty of the building designer.For general guidance - regarding fobrlootlon,quality control,storage,delivery,erection and bracing,consull CST-88 Quality Standard,DSR-89 Bracing Specification,and NIB-91 M iTek® a Hand"Installing and Bracing Recommendation available from TruPlate institute,$83 D'Onoftio Drlve,Madison,WI53719. Symbols Numbering System AGeneral Safety Nates PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property l'/. *Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties„ '�b" !a TOP CHORDS 2. Cut members to bear tightly against each C2 other. C3 Emo � 3, Place plates on each face of truss at each For 4 x 2 orientation,locate x " joint and embed fully,Avoid knots and wane U i at joint locations, plates /s"from outside edge of a o U 4. Unless otherwise noted,locate chord splices truss and vertical web. a �, at /4 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slats in it J8 J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates. b, Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and FARTHEST TO THE LEFT. is the responsibility of truss fabricator.General MiTek/Gang-Nail Joint/Plate Placement Chart. WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8, Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10,Tap chords must be sheathed or purlins LATERAL BRACING HUD/FNA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591, 1329,4922 ft,spacing,or less,if no ceiling is installed, unless otherwise noted. S6CC4 87206.86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930113-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. a stacks of construction materials, 14.Do not cut or atter truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, erection and installation of trusses, PANEL T ���'""'�`e 01993 Mitek Holdings, Inc. CLIP o , russ Truss Type ty y 4704 603 ROOF TRUSS 8 1 J1622730 o tional 0o tne, s e r e n ustnes,Inc. rlpr age LOAD CASE(S) 6)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-5=-20.0,5-7=-60.0,2-7=-20.0 I i i i i it I A WAR WNO-Ver(&deaWn parameters and READ NOTES ON THIS AND REVERSE SWE BEIPORE USE. t•ri®— Design valid for use only with Mitek connectors.This design Is based onty upon parameters shown,and Is for an Individual building component to be sig Installed and loaded vertically. AppBcabIlty of den parameters and proper Incorporation of component is responsibility of building designer-not truss It designer.Bracing shown for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,d*Wery,erection and bracing,consuM CST-88 Quality Standard,DSR-89 Bracing SpecMioatlon,and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,$83 D'Onohio Drive,Madison,Wl63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/• *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches,Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties., /e TOP CHORDS �� 2, Cut members to bear tightly against each other, O WEBS J5 Q 3. Place plates on each face of truss at each *For 4 x 2 orientation,locate = " w, 3 3 ¢ joint and embed fully.Avoid knots and wane V o at joint locations, plates Vs"from outside edge of rl �' z truss and vertical web. a 4. Unless otherwise noted,locate chord splices �, o at A panel length(+6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted,moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19%at time of fabrication, connector plates, 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8, Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17,08 provided at spacing shown on design. Indicates location of required 1 l,Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft,spacing,or less,if no ceiling is installed, oeeloo unless otherwise noted. SBCCI 87206,86217,4140 12.Anchorage and/or food transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. �! stacks of construction materials. 14,Do not cut or alter truss member or plate without prior approval of a professional engineer. M iTeko 15.Care should be exercised in handling, ® erection and installation of trusses. 6Q PACLIPNEL TM 41993 Mitek Holdings, Inc, QM ® HYDROASR Job, -Truss russ ype ty y . 4704 604 HOWE DROP TC 1 1 J1622731 o tional 0o Ine, sFebr e n ustnes,Inc. Fri pr age -3-0-0 9-5-5 17-0-8 24-7-11 34-1-0 37-1-0 3-0-0 9-5-5 7-7-3 7-7-3 9-5-5 3-0-0 Scale=1:77. 1 1 4x10 I I 5 5.00 F12 6x6 3x4 4 6 5x8 4x8 3 3 3 7 2 8 M 3 1 3 M 7x14 M20H- 13 12 11 10 4x14- 5x8=- 9-5-5 17-0-8 — 24-7-11 34-1-0 9-5-5 7-7-3 7-7-3 9-5-5 ate Offsets X,Y 2--5-14,Ed e, : - -4,0-2- , 12:0-4-0, - - --- -- - LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.43 11-12 >748 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.44 11-12 >731 M20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) -0.10 8 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/deft=360 Weight:251 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 4-0-8 oc purlins. BOT CHORD 2 X 4 SYP No.2`Except' BOT CHORD Rigid ceiling directly applied or 4-3-12 oc bracing- 8-12 2 X 4 SYP No.1 D WEBS 1 Row at midpt 4-12,6-12 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS(lb/size) 2=1453/0-3-8,8=1196/0-3-8, 10=432/0-3-8 Max Horz 2=55(load case 3) Max Uplift 2=-1648(load case 4),8=-1494(load case 4), 10=-259(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=64,2-3=-2639,3-4=-2619,4-5=-1713,5-6=-1709,6-7=-2106,7-8=-2144,8-9=64 BOT CHORD 2-13=2418, 12-13=2418, 11-12=1944, 10-11=1944,8-10=1944 WEBS 4-13=176,5-12=848,6-11=-177,4-12=-1028,6-12=-504 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by-t10 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek "Standard Gable End Detail" 4)All plates are M20 plates unless otherwise indicated. 5)All plates are 2x4 M20 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 on center. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1648 Ib uplift at joint 2, 1494 Ib uplift at joint 8 and 259 Ib uplift at joint 10. 8)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) 1) Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60.0,5-9=-60.0,2-8=-20.0 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=136.0,2-5=77.0,5-8=84.0,8-9=143.0,2-8=-10.0 Horz: 1-2=-146.0,2-5=-87.0,5-8=94.0,8-9=153.0 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=143.0,2-5=84.0,5-8=77.0,8-9=136.0,2-8=-10.0 April 7,2000 Horz: 1-2=-153.0,2-5=-94.0,5-8=87.0,8-9=146.0 A WARMNO-VerW design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE, as•sem® - Design valid for use only with Mfiek connectors.This design is based only upon parameters shown,and k for an Individual building component to be � Instated and loaded vertically. Applicability of design parameters and proper Incorporation of component is responslblltty 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 responslbNlty of the erector.Additional permanent bracing of the ovmaN structure is the responsibility of the building designer.For general guidance regarding fobrloatlon,quality control.storage,delivery,erection and bracing,consufi CST-88 Quality Standard,031-69 Bracing Specification,and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,883 D'Onahlo Drive,Madison,W1 63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. 'fie"" Ye TOP CHORDS 2, Cut members to bear tightly against each C2 c� other. o WEBS J5 � 3, Place plates on each face of truss at each *For 4 x 2 orientation, locate = a � ; Q joint and embed fully. Avoid knots and wane o at joint locations. plates I/a"from outside edge of a �ti = truss and vertical web, o a 4, Unless otherwise noted,locate chord splices c1 C& o at /4 panel length(+6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Ji J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular Plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and FARTHEST TO THE LEFT, is the responsibility Mitek/Gang-Nail Joint/Plate Placement Chart. po ty of truss fabricator.General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft,spacing,or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials, 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. M iTek® 15.Care should be exercised in handling, ® erection and installation of trusses. ��� PANEL TM © 1993 Mitek Holdings, Inc. `° ® CLIP FORM018,0190 HYDRO-AIR(A) Job,-- russ russ ype ty y 4704 604 HOWE DROP TC 1 1 J1622731 M tion 0o ire, s e r e n ustnes,Inc. n pr age LOAD CASE(S) 4) 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=143.0,2-5=84.0,5-8=84.0,8-9=143.0,2-8=-10.0 Horz: 1-2=-153.0,2-5=-94.0,5-8=94.0,8-9=153.0 5) 1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-5=-60.0,5-9=-20.0,2-8=-20.0 6)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-5=-20.0,5-9=-60.0,2-8=-20.0 I I I �I A WARMNO-VerW design parameters and READ NOTES ON TMS AND REVERSE BIDE BEFORE USE. MM Design valid for use only with MITek connectors.This design Is based onty upon parameters shown,and Is for an Individual building component to be � installed and loaded vertloaity. ApplIcability of design parameters and proper Incorporation of component is iesponslbiMy of building designer-not puss designer.Bracing shown b for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the iesponslblitty of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consuit QST-48 Quality Standard,088-89 Bracing Specification,and HIS-91 M iTe k® Handling Installing and Bracing Recommendation available from Truss Plate Institute,593 D'Ono6b Drive,Madison,WI$3719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. '!e" TOP CHORDS T C2 2b4 2. other. to bear tightly against each o 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate = h a � joint and embed fully. Avoid knots and wane o at joint locations, plates r/s"from outside edge oftruss and vertical web. o a 4. Unless otherwise noted,locate chord splices o at /4 panel length(+6"from adjacent joint,) CR 06 *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted,moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, *For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots, BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft,spacing, or less, 9 no ceiling is installed, �te unless otherwise noted, SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. M iTek® 15.Care should be exercised in handling, EL tM erection and installation of trusses. PAN CLIP © 1 993 Mitek Holdings, Inc. - o - . ® HYDRO-AIR J65--11 russ russ ype ty y J1622732 4704 605 ROOF TRUSS DROP TC 1 1 o tional oo ine, s e i e nus nes, nc. n pr age -3-0-0 17-0-8 34-1-0 T 37-1-0 3-0-0 17-0-8 17.0-8 3-0-0 Scale=1:77,6 i 4x4= 10 5.00 F12 9 11 8 12 7 13 6 14 5 15 4x5 i 4 16 4x5 17 3 - - 18 'Z M M I 0 5x1011 32 31 30 29 28 27 26 25 24 23 22 21 20 500 II 3x4 3x4= 5x5= I 34-1-0 ate sets Y: 2:0m1 -5, ,d e 2:0- - 3, d ,e 1 :0- -5, d e, 18:0-3-13E dge] . - 0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) n/a - n/a M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.15 1-2 >238 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 18 n1a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft=360 Weight:202 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Sheathed or 6-0-0 oc purlins. 1-3 2 X 6 SYP No.2, 17-19 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 REACTIONS(lb/size) 2=408/34-1-0, 18=408/34-1-0,26=174/34-1-0,27=161/34-1-0,28=160/34-1-0, 29=157/34-1-0,30=174/34-1-0,31=102/34-1-0,32=294/34-1-0,25=161/34-1-0, 24=160/34-1-0,23=157/34-1-0,22=174/34-1-0,21=102/34-1-0,20=294/34-1-0 Max Horz 2=56(load case 3) Max Uplift 2=-780(load case 4), 18=-780(load case 4),27=-154(load case 3),28=-190(load case 4), 29=-182(load case 3),30=-170(load case 4),31=-225(load case 3),32=-129(load case 4), 25=-153(load case 2),24=-190(load case 4),23=-182(load case 2),22=-170(load case 4), 21=-224(load case 2),20=-129(load case 4) Max Grav 2=409(load case 5),18=409(load case 6),26=275(load case 2),27=165(load case 5), 28=160(load case 1),29=157(load case 5),30=174(load case 5),31=102(load case 1), 32=294(load case 5),25=165(load case 6),24=160(load case 1),23=157(load case 6), 22=174(load case 6),21=102(load case 1),20=294(load case 6) FORCES(lb)-First Load Case Only TOP CHORD 1-2=63,2-3=-24,3-4=66,4-5=33,5-6=47,6-7=44,7-8=44,8-9=44,9-10=44, 10-11=44, 11-12=44 12-13=44, 13-14=-2, 14-15=47, 15-16=-13, 16-17=66, 17-18=-24, 18-19=63 BOT CHORD 2-32=-20,31-32=-20,30-31=-20,29-30=-20,28-29=-20,27-28=-20,26-27=-20,25-26=-20, 24-25=-20,23-24=-20,22-23=-20,21-22=-20,20-21=-20, 18-20=-20 WEBS 10-26=-134,9-27=-121,8-28=-120,7-29=-118,6-30=-128,5-31=-85,4-32=-205, 11-25=-121, 12-24=-120, 13-23=-118, 14-22=-128, 15-21=-85, 16-20=-205 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by,410 no winds at 25 ft above gmbnd level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek "Standard Gable End Detail" 4)All plates are 2x4 M20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 on center. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 780 lb uplift at joint 2,780 Ib uplift at joint 18, 154 Ib uplift at joint 27,190 Ib uplift at joint 28, 182 Ib uplift at joint 29, 170 Ib uplift at joint 30,225 Ib uplift at joint 31,129 Ib uplift at joint 32,153 lb uplift at joint 25,190 Ib uplift at joint 24,182 Ib uplift at joint 23, 170 Ib 1W uplift at joint 22,224 Ib uplift at joint 21 and 129 Ib uplift at joint 20. April 7,2000 8)This truss has been designed with ANSI/TPI 1-1995 criteria. A,WARNING-VerVy design pa ministers and READ NOTES ON THIS AND REVERSM SIDE DEFORM V98- �ss� Design valid for use only with Mitek connectors.This design Is based onN upon parameters shown,and k for an Individual building component to be � Insionod and loaded vertlocIV. Applicability of design parameters and proper Incorporation of component k responsibility of building designer-not truss designer.Bracing shown b for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction It the iesponslbnity of the erecta.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabilcation,quality control,storage,delivery,erection and bracing,consuR OST-88 OualBy Standard,DSI-89 Bracing Specification,and HI11-91 �1Tek® HandiIng Installing and Naolng Recommendation available from Truss Plate Institute,683 D'Onofrlo Drive,Madison,WI 63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 12/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor,property securely seat. J2 J3 J4 owner and all other Interested parties., 'All TOP CHORDS 2. Cut members to bear tightly against each other. o ZAO � 3. Place plates on each face of truss at each For 4 x 2 orientation, locate = a2joint and embed fully. Avoid knots and wane L O at joint locations, plates I/s'from outside edge of d 4, Unless otherwise noted,locate chords lices truss and vertical web, at /4 panel len th+6'from adjacent oint, *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of fabrication, connector plates. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, *For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots, Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11,Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft,spacing,or less, if no ceiling is installed, 4e unless otherwise noted, SBCCI 8720b, 8b217,9190 12.Anchorage and/or load transferring W1SC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur, ® stacks of construction materials, 14,Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15,Care should be exercised in handling, ® erection and installation of trusses. � � PANEL TM © 1993 Mitek Holdings, Inc. ® CLIP - .® HYDRO-A/R Job---- russ Truss Type ty y PRESTIGE HOMES HOLBERT RES. 4704 B05 ROOF TRUSS DROP TC 1 1 J1622732 -BUI[EDERS-rRUss INC. o tional 0odbine,GA. s e I e nus rtes, nc. n pr age LOAD CASE(S) 1) Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-10=-60.0, 10-19=-60.0,2-18=-20.0 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=136.0,2-10=77.0,10-18=84.0, 18-19=143.0,2-18=-10.0 Horz: 1-2=-146.0,2-10=-87.0, 10-18=94.0, 18-19=153.0 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=143.0,2-10=84.0, 10-18=77.0, 18-19=136.0,2-18=-10.0 Horz: 1-2=-153.0,2-10=-94.0, 10-18=87.0, 18-19=146.0 4) 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=143.0,2-10=84.0, 10-18=84.0, 18-19=143.0,2-18=-10.0 Horz: 1-2=-153.0,2-10=-94.0, 10-18=94.0, 18-19=153.0 5) 1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-10=-60.0, 10-19=-20.0,2-18=-20.0 6)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-10=-20.0, 10-19=-60.0,2-18=-20.0 I i i l i A WARMNO-Vert&design pa anseters and READ NOTES ON TIM AND REVLRSE SIDE BEFORE USE. Design valid for use only with MRek connectors.ihk design If based only upon parameters shown,and Is for an Individual building component to be � instated and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown k for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction it the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance _ regarding fabrication,quality control.storage,delivery,erection and bracing,consult CBT-88 Quality Standard,088.89{racing Specification,and HIB-91 M iTek® Handling Installing and gracing Recommendation available from Truss Plot*Institute,583 D'Onotrb Drive,Madison,WI 83719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches,Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS �� w 2. other. to bear tightly against each o WEBS J5 Q 3. Place plates on each face of truss at each *For d x 2 orientation,locate = " �,� ' joint and embed fully, Avoid knots and wane a at joint locations. plates}/s"from outside edge of a �' _ O 0 4. Unless otherwise noted,locate chord splices truss and vertical web. a FL_ cew C6 o at�/a panel length(+6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted,moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chad. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft,spacing,or less,if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,4190 )2,Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur, i_a stacks of construction materials. 14,Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15,Care should be exercised in handling, erection and installation of trusses. � � PANEL TM @ 1993 Mitek Holdings, Inc. ® CLIP o russ Truss Type ty y PRESTIGE HOMES HOLBERT RES. 4704 C01 ROOF TRUSS 9 1 J1622733 o floral 0o ins, s e i e n ustries,Inc. n pr age f- -3-0-0 8-10-0 17-8-0 20-8-0 1 3-0-0 8-10-0 8-10-0 3-0-0 Scale=1:45.8 5x6= 3 5.00 F12 2 4 5 � 3x4= g 3x4 2x4 11 i 8-10-0 17-8-0 8-10-0 8-10-0 ate sOif ets(X YL- -0-14 dge [4:Q--0--14-,E-d-pe] - - - - --- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.04 6 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.14 4-6 >999 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.02 4 n/a LL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl=360 Weight:92 Ib LUMBER - BRACING - ----- TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 9-8-5 oc bracing. REACTIONS(lb/size) 2=883/0-4-0,4=883/0-4-0 Max Horz 2=-35(load case 2) Max Uplift 2=-1094(load case 4),4=-1094(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=32,2-3=-863,3-4=-863,4-5=32 BOT CHORD 2-6=790,4-6=790 WEBS 3-6=173 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by`f 1Q mph winds at 25 ft above grourid level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1094 Ib uplift at joint 2 and 1094 Ib uplift at joint 4. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) 1) Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-3=-60.0,3-5=-60.0,2-4=-20.0 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=135.9,2-3=76.9,3-4=84.0,4-5=143.0,2-4=-10.0 Horz: 1-2=-145.9,2-3=-86.9,3-4=94.0,4-5=153.0 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=143.0,2-3=84.0,3-4=77.0,4-5=136.0,2-4=-10.0 Horz: 1-2=-153.0,2-3=-94.0,3-4=87.0,4-5=146.0 4) 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=143.0,2-3=84.0,3-4=84.0,4-5=143.0,2-4=-10.0 Horz: 1-2=-153.0,2-3=-94.0,3-4=94.0,4-5=153.0 5) 1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) April 7,2000 Vert: 1-3=-60.0,3-5=-20.0,2-4=-20.0 A WARMNO-Ver(&design parameters and READ NOTES ONTMS AND REVERSE SLDE BEFORE USE. rim Design valid for use only with Mlrek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not buss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during condruction is the responsibility of the erecta.Additional permanent bracing of the overall structure is the responsibility of the buNding designer.For general guidance regarding fabrication,quality conlroL storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 tracing Specification,and HII.91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onohlo Drive,Madison,WI$3719. Symbols Numbering System ,AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/+ *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions ore in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property t securely seat. J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against each C2 c3 other. o WEBS J5 Cr 3, Place plates on each face of truss at each *For 4 x 2 orientation,locate 7: h, �� ; ¢ joint and embed fully. Avoid knots and wane U O at joint locations, plates 1/8"from outside edge of truss and vertical web. o a 4, Unless otherwise noted,locate chord splices � C6 o at /4 panel length(+6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J8 lumber shall not exceed 19%at time of fabrication. connector plates. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT, is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing,or less,if no ceiling is installed, loeo unless otherwise noted. S8CG1 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14,Do not cut or after truss member or plate without prior approval of a professional engineer. M iTek® 15.Care should be exercised in handling, ® erection and installation of trusses, �' � PANEL 7M © 1993 Mitek Holdings, Inc. ® CLlP wwo-won.® HYDRQ,�Q/R oTruss Truss TY06 tyy HOMES7H01=RES, J1622733 4704 C01 ROOF TRUSS 9 1 (optional) -BUEDERS-MISS INC./,Woodbine, s Feb 14 Z00U M1 I ek industries, nc. n pr — LOAD CASE(S) 6)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-3=-20.0,3-5=-60.0,2-4=-20.0 it i i i i �I QwAmwo-ver{/y design parameters and mcAD Noras or TJUS AND REWRIM weds 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 to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown k for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrloatbn,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSS-89 Bracing Speeftatbn,and NI11-91 M iTek® Handling Installing and$racing Recommendation avolloble from Truss Pbte Institute,583 D'Onohb Drive,Madison,WI 63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties„ �� TOP CHORDS 2, Cut members to bear tightly against each IF `2 " other, o WEBS J5 Q 3. Place plates on each face of truss at each *For 4 x 2 orientation,locate a - joint and embed fully.Avoid knots and wane L7"'� v ; ; i at joint locations, plates 1/8"from outside edge of a o v 4. Unless otherwise noted,locate chord splices truss and vertical web. a C? o at r/4 panel length(+6'from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of �. required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates. 6, Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and t i FARTHEST TO THE LEFT, s he responsibility MRek/Gang-Nail Joint/Plate Placement Chart. p ty of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT, practice is to camber for dead load deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft,spacing,or less,if no ceiling is installed, lc*e unless otherwise noted. SBCCI 8720b,8b217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials, 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. ® MiTeke 15.Care should be exercised in handling, TM erection and installation of trusses. � � PANEL © 1993 Mitek Holdings, Inc. � CLIP ono ma18.019 taAnRi-NAIL® ORD��R oI russ ruse Type ty y — 4704 CO2G ROOF TRUSS 1 2 J1622734 o tional Vome, sFebI e nus nes,Inc. Fri Apr0 age---- 3-4-4 6-1-2 8-10-0 11-6-14 14-3-12 17-8-0 3-4-4 2-8-14 2-8-14 2-8-14 2-8-14 3-4-4 Scale=1:38.5 4x6 II _ 4 5.00�12 3x5% 3x5 3 5 2x4 O 2x4 i 2 6 1 7 --- 3x10== 11 10 9 8 3x10 -- 6x6 Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 131,. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply i. provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHARDS 2, Cut members to bear tightly against each C2 ' other, WEBS J5 Cr 3. Place plates on each face of truss at each *For 4 x 2 orientation,locate = " h 3 �,� ; joint and embed fully,Avoid knots and wane at joint locations. plates 1/8"from outside edge of a �' _ 0 0 4, Unless otherwise noted,locate chord splices truss and vertical web. r- a o at 114 panel length("b"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted,moisture content of =.. required direction of slats in J1 J8 V JS lumber shall not exceed 19%at time of fabrication. connector plates, b. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOiNT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator.General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 X 4 perpendicular to slots, Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591. 1329,4922 ft.spacing,or less, if no ceiling is installed, 400e unless otherwise noted, SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTeke 15.Care should be exercised in handling, ® erection and installation of trusses. / `� PANEL TM O 1993 Mitek Holdings,inc. ® CLIP Q^%Mk-huWL® HMNO,AINOA russ I russ I ype ty IF 4704 CO2G ROOF TRUSS 1 2 J1622734 (optional) Woodbine, s t-ph 14 000 Milek Industries,Inc. Fri Apr07age LOAD CASE(S) 4) 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-4=42.0,4-7=42.0, 1-7=619.5 Horz: 1-4=-47.0,4-7=47.0 5) 1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-4=-30.0,4-7=-10.0,1-7=-685.0 6)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-10.0,4-7=-30.0, 1-7=-685.0 i I i I i J I ®WARNING-VerW design parameters and READ NOTES ON TRIS AND REVERSE SIDE BEBORE USE. Design valid for use only with MRek connectors.Thls design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertloally. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction It the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult GST-88 Quality Standard,081.89 Bracing Speclflcatlon,and HIS-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,$83 D'Onofrb Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 131/. *Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties„ '�s TOP CHORDS 2. Cut members to bear tightly against each C2 c3 Js other, o v+ra:es Cr3. Place plates on each face of truss at each *For 4 x 2 orientation, locate = h, 3 �� ; joint and embed fully. Avoid knots and wane O at joint locations. plates 1/8"from outside edge of a _ o tL 4. Unless otherwise noted,locate chord splices truss and vertical web, o at i/4 panel len th 6 from adjacent oint. FL-- c� r,� � 9 (� �, j joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates. b. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, *For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and FARTHEST TO THE LEFT. is the responsibility of truss fabricator,General MiTsk/bang-Nail Joint/Plate Placement Chart. WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4. X 4. perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591, 1329,4922 ft,spacing,or less, if no ceiling is installed, unless otherwise noted, SBCCI 8720b,8b217,9190 12.Anchorage and/or food transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13,Do not overload roof or floor trusses with which bearings(supports)occur. a stacks of construction materials. 14.Do not cut or after truss member or plate without prior approval of a professional engineer. MiTeka 15.Care should be exercised In handling, erection and installation of trusses. �' � PANEL TM O 1993 Mitek Holdings, Inc. HYDRO-AIR 0 � CLIP -Jou— russ russ ype ty y J1622735 4704 CO3 ROOF TRUSS DROP TC 1 1 (optional) -BUILDERS-TRUSS INC./, _ Woodbine,GA. MDA 4.200 s Feb 14 000 M!I eK industries,Inc. Fri Apr age -3-0-0 8-10-0 17-8-0 20-8-0 3-0-0 8-10-0 8-10-0 3-0-0 Scale=1:45.8 4x6 II 5 5.00 F12 2x4 II 4 2x4 I I g 2x4 11 32x4 II 7 2 A 8 M Li Li 9Io r / 4x12% 14 13 12 11 10 4x12 L, 3x5= 2x4 II 2x4 II 2x4 I 2x4 I', 2x4 'I 3x5= 17-8-0 17-8-0 Plate Offsets el, - e, — LOADING(psf)--F SPACING 2-0-0 CSI i DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) n/a - n/a M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.19 Vert(TL) 0.17 1-2 >206 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 8 n/a BCDL 10.0 Code SBC/ANSI95 l (Matrix) 1st LC LL Min I/deft=360 Weight: 106 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed 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 REACTIONS(lb/size) 2=416/17-8-0,8=416/17-8-0, 12=166/17-8-0, 13=123/17-8-0,14=265/17-8-0, 11=123/17-8-0, 10=265/17-8-0 Max Horz 2=31(load case 3) Max Uplift 2=-809(load case 4),8=-809(load case 4), 13=-245(load case 3), 14=-78(load case 4), 11=-244(load case 2), 10=-78(load case 4) Max Grav 13=126(load case 5), 14=265(load case 1), 11=126(load case 6), 10=265(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=63,2-3=-64,3-4=-39,4-5=16,5-6=-30,6-7=-39,7-8=-64,8-9=63 BOT CHORD 2-14=7,13-14=7, 12-13=7, 11-12=7, 10-11=7,8-10=7 WEBS 5-12=-120,4-13=-96,3-14=-196,6-11=-96,7-10=-196 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated bji6l 10 mph winds at 25 ft above ground level,-tilling 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 per SBC/ANS195 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek "Standard Gable End Detail" 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 on center. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 809 lb uplift at joint 2,809 Ib uplift at joint 8,245 Ib uplift at joint 13,78 Ib uplift at joint 14,244 Ib uplift at joint 11 and 78 Ib uplift at joint 10. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) 1) Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) 1W Vert:1-5=-60.0,5-9=-60.0,2-8=-20.0 Aril 7,2000 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 P A WARMNO-Verb jy design parameters and READ NOTZS ON THIS AND RC VMW SWE BEMM USE. Design valid for use only with MITek connectors.This design Is,based only upon parameters shown,and Is for an individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown b for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure k the responsibility of the buitding designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consuit CST-88 Quality Standard,D89-99$racing Specification,and HIB-91 MiTek® Handling Installing and$racing Recommendation available from Truss Plate Institute,593 D'Onolrla Drive,Madison,WI 53719. Symbols Numbering System A+General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, 1771 -A Dimensions are in inches.Apply i. Provide copies of this truss design to the plates to bath sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. t/e" TOP CHORDS 2. Cut members to bear tightly against each °i other. d WEBS J5 car: 3, Place plates on each face of truss at each *plr 4 x 2 orientation,locate o " h, 3 � Q joint and embed fully. Avoid knots and wane v 0 at joint locations. ates i h?from outside edge of a _ 0 U 4, Unless otherwise noted,locate chord splices truss and vertical web. o at 114 panel length('6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates. b, Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chad, FARTHEST TO THE LEFT. is the responsibility of truss fabricator,General WEBS ARE NUMBERED FROM LEFT To RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in ail respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. iCBO 1591, 1329,4922 ft•spacing,or less,if no ceiling is installed, 4e unless otherwise noted. SBCCi 87206.86217,4190 12,Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. 0-0 stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer, MiTeke 15.Care should be exercised in handling, ® erection and installation of trusses. � � PANEL TM © 1993 Mitek Holdings, Inc. o russ russ ype y y T RES. J1622735 ' 4704 CO3 ROOF TRUSS DROP TC 1 1 o tional oo ine, s e I e nus nes, nc. n pr age LOAD CASE(S) Uniform Loads(plf) Vert:1-2=135.9,2-5=76.9,5-8=84.0,8-9=143.0,2-8=-10.0 Horz: 1-2=-145.9,2-5=-86.9,5-8=94.0,8-9=153.0 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=143.0,2-5=84.0,5-8=76.9,8-9=135.9,2-8=-10.0 Horz:1-2=-153.0,2-5=-94.0,5-8=86.9,8-9=145.9 4) 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=143.0,2-5=84.0,5-8=84.0,8-9=143.0,2-8=-10.0 Horz: 1-2=-153.0,2-5=-94.0,5-8=94.0,8-9=153.0 5) 1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-5=-60.0,5-9=-20.0,2-8=-20.0 6)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-5=-20.0,5-9=-60.0,2-8=-20.0 i i i ®WARNING-Vert&design pammeters and READ NOTES ONTRTS AND REVERSE SIDE BEFORE USE. ® Design valid for use only with MITek connectors.This design k based only upon parameters shown,and k for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown k for lateral support of Individual web members only.Additional temporary bracing to Insure Stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure k the responsibility of the building designer.For general guidance _ regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSI-89 Bracing Speeftatlon,and HIS-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,SS3 D'Onof to Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1314 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties,. Ye TOP CHORDS 2. Cut members to bear tightly against each other. o 2bU � 3. Place plates on each face of truss at each *For 4 x 2 orientation,locate = " joint and embed fully. Avoid knots and wane V O at joint locations. plates i/8"from outside edge of d z truss and vertical web, o a 4. Unless otherwise noted,locate chord splices CS o at /4 panel length(+b"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in J 1 J8 J7 JS lumber shall not exceed 19%at time of fabrication, connector plates. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, *For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and FARTHEST TO THE LEFT. is the responsibility of truss fabricator,General MifekJGang-Nall Joint/Plato Placement Chart. WEBS ARE NUMBERED FROM LEFT TO RIGHT, practice camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots,Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 1 i.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft,spacing,or less, if no ceiling is installed, unless otherwise noted. SBCC1 8720b,8b217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. ® MiTek15.Care should be exercised in handling, TM erection and installation of trusses, 'Z1L-'0 PANEL OO 2993 Mitek Holdings, inc. CLIP �-��149 lIYDRQ,AIRC� PR o russ russ ype ty y J1622736 4704 V1 ROOF TRUSS 1 1 o tional 0o ine, s e i e nus nes,Inc. n pr age 6-11-8 13-11-0 6-11-8 6-11-8 Scale=1:25. 4x4= 2 5.00 12 i 3 I 3x4 3x4 2x4 II �- 13-11-0 { 13-11-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) n/a n/a M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.14 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 1 1st LC LL Min I/defl=360 Weight:44 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed 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 REACTIONS(lb/size) 1=262/13-11-0,3=262/13-11-0,4=473/13-11-0 Max Horz 1=18(load case 3) Max Uplift 1=-269(load case 4),3=-269(load case 4),4=-384(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-33,2-3=-33 BOT CHORD 1-4=30,3-4=30 WEBS 2-4=-348 NOTES 1)This truss has been checked for unbalanced loading conditions,, 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 f4 above ground level,Lasing 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition 1 enclosed building,of dimensions 45 it by 24 ft with exposure D ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Gable requires continuous bottom chord bearing. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 269 Ib uplift at joint 1,269 Ib uplift at joint 3 and 384 Ib uplift at joint 4. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) 1) Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-2=-60.0,2-3=-60.0, 1-3=-20.0 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=77.0,2-3=84.0, 1-3=-10.0 Horz:1-2=-87.0,2-3=94.0 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=84.0,2-3=77.0,1-3=-10.0 Horz: 1-2=-94.0,2-3=87.0 4) 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=84.0,2-3=84.0, 1-3=-10.0 Horz:1-2=-94.0,2-3=94.0 5) 1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) April 7,2000 Vert:1-2=-60.0,2-4=-20.0, 1-4=-20.0 A WARMNO-Verj&design parameters and READ NOTES ON TRIS AND REVERSE SIDE 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 to be � Installed and loaded vertically. AppScabtlfy of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erecta.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 CST-SB Quality Standard,DSS-59 Bracing Specification,and HIS-91 M iTek® Handling installing and Srocirm Recommendation available from Truss Plate Institute,583 D'Onohlo Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t=/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. Ya" „ TOP CHORDS -,� �? E 2. other, members to bear tightly against each o JS� 3. Place plates on each face of truss at each *For 4 x 2 orientation,locate X ; joint and embed fully. Avoid knots and wane O at joint locations, plates I/a"from outside edge of d �y 4. Unless otherwise noted,locate chords lices truss and vertical web. a p o at /4 panel length(+b"from adjacent joint.) ca*This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates. 6, Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. *For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and .4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing, ICBO 1591, 1329,4922 ft,spacing, or less,if no ceiling is installed, 4e unless otherwise noted, SBCCI 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. a stacks of construction materials. 14.Do not cut or after truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, ® erection and Installation of trusses. ,ama.o PANEL TM © 1993 Mitek Holdings, Inc. CLIP .10"M51619 `AP-m-ftwL.® 11MR01141R a f, Job russ russ ype ty y RES. J1622736 4704 V1 ROOF TRUSS 1 1 o tional _ SM oo lne, s e i e n ustnes,Inc. F n Apr age LOAD CASE(S) 6)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:2-3=-20.0,2-3=-60.0 I i i I I 'I i i i I AWARN1NO-VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEPORN USE. Design valid for use only with MlTek connectors.ihk design Is based only upon parameters shown,and Is for on Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsiblllty of the erector.Additional permanent bracing of the overall structure k the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,dellvery,erection and bracing,consult OST-88 Quality Standard,DSS-89 tracing Specification,and NIR-91 M iTe k® Handling Installing and Srocing Recommendation available from Truss Plate Institute,583 D'Onohb Drive,Madison,WI 63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches,Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. �� TOP CHORDS `? 2 Cut members to bear tightly against each " o WEBS 4 J5 a: 3. Place plates on each face of truss at each *For 4 x 2 orientation,locate o h 3 ,, ; joint and embed fully, Avoid knots and wane Q = at joint locations, plates 1/8"from outside edge of a truss and vertical web. o a 4. Unless otherwise noted,locate chord splices C? o at 1/4 panel length(''6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in Ji J8 J7 Js lumber shall not exceed 19%at time of fabrication. connector plates, 6, Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. *for tabular plating format rotor to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and FARTHEST TO THE LEFT. is the responsibilityof truss fabricator. General MiTek/bang-Nail Jolnt/Plate Placement Chart. WEBS ARE NUMBERED FROM LEFT TO RIGHT, practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591, 1329,4922 ft,spacing,or less, if no ceiling is installed, oeop unless otherwise noted. SBCCi 87206,86217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur, a stacks of construction materials. 14.Do not cut or after truss member or plate without prior approval of a professional engineer. MiTek® 15.Care should be exercised in handling, ® erection and installation of trusses. rM O 1"3 Mitek Holdings, Inc. ' ® CLIP aauo nw,1 HYDRO-4/R® I % -Jobruse rues ype ty y J1622737 4704 V2 ROOF TRUSS 1 1 o tional Ra SS INC. Woodbine, s e l e n ustnes,Inc. rI pr age 4-11-8 9-11-0 4-11-8 4-11-8 Scale=1:18.4 4x4= 2 5.00 12 I 2x4 2x4 11 2x4 - 9-11-0 -- - - 9-11-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) n/a n/a M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft=360 Weight:31 Ib LUMBER BRACING_ --- --- TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed 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 REACTIONS(ib/size) 1=178/9-11-0,3=178/9-11-0,4=321/9-11-0 Max Horz 1=-13(load case 2) Max Uplift 1=-183(load case 4),3=-183(load case 4),4=-261(load case 4) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=-22,2-3=-22 BOT CHORD 1-4=21,3-4=21 WEBS 2-4=-237 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 190 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Gable requires continuous bottom chord bearing. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 183 Ib uplift at joint 1, 183 Ib uplift at joint 3 and 261 lb uplift at joint 4. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) 1) Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-2=-60.0,2-3=-60.0, 1-3=-20.0 2)Wind Left:Lumber Increase=1.33,Plate fncrease=1.33 Uniform Loads(plf) Vert: 1-2=76.9,2-3=84.0, 1-3=-10.0 Horz: 1-2=-86.9,2-3=94.0 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=84.0,2-3=76.9, 1-3=-10.0 Horz: 1-2=-94.0,2-3=86.9 4) 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=84.0,2-3=84.0, 1-3=-10.0 Horz: 1-2=-94.0,2-3=94.0 5) 1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) April 7,2000 Vert: 1-2=-60.0,2-4=-20.0,1-4=-20.0 AWARNINO-VerVy design parameters and READ NOTES ON THIS AND REVERSE Sd77E BEFORE USE. lose f$1 Design volid for use only with Mliek connectors.This design Is based only upon parameters shown,and Is for an IndWidual building component to be Installed and loaded vertically. AppNcobNity of design parameters and proper Incorporationo1 component is responsibility of building designer-not truss Bracing acing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction k the responsibility of the erector.Additional permanent bracing of the ovwoo structure is the responsibility of the bullying designer,For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consuff CET-88 Quality Standard.DSS-89 Bracing Specification.and HII-91 MiTek® Handling Installing and tnocing Recommendation available from 53 Truss Plate Institute,583 D'Onohlo Drive,Madison,W1719. Symbols Numbering System ,AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply l. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties., 'fie TOPCHORDS T2. Cut members to bear tightly against each other, a ZV JS 3. Place plates on each face of truss at each O s joint and embed fully.Avoid knots and wane *For 4 x 2 orientation,locate " a O at joint locations, plates 1/8"from outside edge of a z truss and vertical web. o a.Q 4. Unless otherwise noted,locate chord splices o at A panel length(+b"from adjacent joint,) ce*This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of �. required direction of slots in J1 J8 J7 J& lumber shall not exceed 19%at time of fabrication, connector plates. b. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots,Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft,spacing,or less, if no ceiling is installed, 401�1 unless otherwise noted, SBCCi B720b,8b2 i 7,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. _ e stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek15.Care should be exercised in handling, TM erection and installation of trusses, PANEL ©)943 Mitek Holdings, Inc. CiIP L4704 russ russ ype ty y J1622737 rt V2 ROOF TRUSS 1 1 o tional) oo ine, s e d I eK IndUtiLles,Inc. n pr age LOAD CASE(S) 6)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:2-3=-20.0,2-3=-60.0 i I AWARMxfs-ver{fy design pamrrseters and REdD!VOTES ON/THIS AND REVERSE SWE BEFORE ilsE. use Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Siccing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsloiltty of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 OualRy Standard,DSB•89 Bracing Specification,and HIA-91 M iTe k® Handling Installlny and Bracing Recommendation available from Truss Plate Institute,693 D'Onofrlo Drive,Madison,W1 63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/, *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. 'rb" '/B TOP CHORDS 4 Cz Q 2, other, to bear tightly against each a V J5 Q 3. Place plates on each face of truss at each *For d x 2 orientation,locate 3 ; joi nt and embed fully.Avoid knots and wane Q O at joint locations, plates r/a"from outside edge of a truss and vertical web. o a 4. Unless otherwise noted,locate chord splices C, o at /4 panel length(-6 "from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of �. required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates. b, Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, *For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and FARTHEST TO THE LEFT. is the responsibility of truss fabricator.General MiTek/Gang-Nail Joint/Plato Placement Chart, WEBS ARE NUMBERED FROM LEFT TO RIGHT, practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SiZE shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and Q X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10,Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, 4coe unless otherwise noted. SBCCI 87206,8621 7,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. stocks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15,Care should be exercised in handling, � TM erection and installation of trusses. O 1993 Mitek Holdings, Inc. ` o LV3 s russ ype ty y J1622738 4704 ROOF TRUSS 1 1 o tional oo ine, s e i e n us nes, nc. n pr age 2-11-8 i 5-11-0 2-11-8 2-11-8 Scale=1:11.5 3x4= 5.00 F12 2 / 3 2x4% 2x4 I --- 5-11-0 -- --- 1 5-11-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.08 Vert(LL) n/a n/a M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.07 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl=360 Weight: 16 lb_ LUMBER BRACING 1 TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 1=178/5-11-0,3=178/5-11-0 Max Horz 1=-7(load case 2) Max Uplift 1=-165(load case 4),3=-165(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-174,2-3=-174 BOT CHORD 1-3=160 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 10 mphwinds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Gable requires continuous bottom chord bearing. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 165 Ib uplift at joint 1 and 165 Ib uplift at joint 3. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) 1) Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-2=-60.0,2-3=-60.0, 1-3=-20.0 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=77.0,2-3=84.0, 1-3=-10.0 Horz:1-2=-87.0,2-3=94.0 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=84.0,2-3=77.0, 1-3=-10.0 Horz: 1-2=-94.0,2-3=87.0 4) 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=84.0,2-3=84.0,1-3=-10.0 Horz: 1-2=-94.0,2-3=94.0 5) 1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-2=-60.0,1-2=-20.0 6)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 April 7,2000 A WARNING-VerW design pararnstere and READ NOTES ONTHIS AND REVERSE SWE BERORE USE. sss.ass•® Design valid toy use only with MRek connectors.This design Is based only upon parameters shown,and Is for an individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is yesponslbllity of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to Insure dobWty during construction k the responsibility of the erector.Additional permanent bracing of the overall Structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSS-89 Bracing Specification,and HIB-91 MiTek® Handllrm Installing and Bracing Recommendation avallabde from Truss Plato Institute,683 D'Onofrla Drive,Madison,Wl63719. Symbols Numbering System ,►General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 131,4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches,Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS �? C3 2. �Cutemembers to bear tightly against each o WEBS J5 a: 3. Place places on each face of truss at each *For 4 x 2 orientation,locate = �, 3 �,� ; joint and embed fully.Avoid knots and wane U i at joint locations. plates /s"from outside edge of a. 4. Unless otherwise noted,locate chord splices truss and vertical web. a o at ila panel length(*b"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of �. required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates. b. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. *for tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots,Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FNA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. iCBO 1591, 1329,4922 ft.spacing,or less, if no ceiling is installed, unless otherwise noted. SBCCI 8720b,8b217,9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,9313-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. a stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTeke 15.Care should be exercised in handling, TM erection and installation of trusses. `�� PANEL p 1993 Mitek Holdings, Inc. { CLIP Job russ -Truss Type aty Ply J1622738 4704 V3 ROOF TRUSS 1 1 Ma tional oo ine, — s 1st 1 e n ustnes,Inc. n pr age LOAD CASE(S) Uniform Loads(plf) Vert:2-3=-20.0,2-3=-60.0 i I I I AwARMNO-VerVy design parameters and READ NOTES ON TATS AND REmwc SIDE BEFORE USE. rs�nsra® Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and k for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Biacing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overaN structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 CuolNy Standard,DSS-89$racing Specification,and HIS-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrb Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. `h" •- '�8 TOP CHORDS C2 C3 2 Cut members to bear tightly against each o WEBS J5 Crr. 3, Place plates on each face of truss at each *For 4 x 2 orientation,locate = " h, a �� ; Q joint and embed fully. Avoid knots and wane v o at joint locations, plates 1/8"from outside edge of a �` X truss and vertical web. n. 4. Unless otherwise noted,locate chord splices ce C, o at A panel length(+6"from adjacent joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates, b, Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, *For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and 101117ek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8, Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size,and 4 X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329,4922 ft.spacing, or less, if no ceiling is installed, unless otherwise noted. SBCC! 87206,86217.9190 12.Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. 14.Do not cut or alter truss member or plate without prior approval of a professional engineer, MiTeke 15.Care should be exercised in handling, ® erection and installation of trusses. ,,� � PANEL sM © 1993 Mitek Holdings, Inc. ® CL{P ® MiTek Industries Inc PO BOX 7359 ST LOUIS MO 63177-1359 MiTek14515 NORTH OUTER FORTY CHESTERFIELD MO 63017-5746 USA FAX(314)434 5343 § TELEPHONE(314)434 1200 Re:4704 PRESTIGE HOMES /HOLBERT RES The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Builders Truss Manufacturing Pages or sheets covered by this seal: J 1622726 thru J1622738 APPROVED BECH My license renewal date for the state of Florida is February 28, 2001. C�U'LDINGNOF51cv- APR 1P-1 8 2000 Oily v ; itis Bei"-, �+ i it-31i7j And ZQni l April 7,2000 an aby he se n these drawings indicate acceptance of professional engineering responsibility solely for the truss ponents shown. The suitability and use of this component for any particular building is the resp,6nsibility of the building designer,per ANSI/TPI-1995 Sec. 2. { i 37-6-0 17—S-0 10- 10-0 cow col col O (:,--of 0 col r r 1 , 0) col col I v 0 0 0 N I c� Q Q Q Q Q Q I 0000000000 mmmmmmmmmm c� H 0 m to BUILDER"S TRUSS 63Ji� 15116 BEDELL AVE. PRESIMEHOMES— escrion: LBERTTRIIOFFTROSS— WOODBINE, GA. Name: HOLBERT LAYOUT 31569 RESIDENCE Address: o ------ Cit ---City Telephone: State: 4704 912-729-2283 Phone: 3 �� Fax:912-729-2284 c:uM.WM4WM �^y Scale:1 :94 Date:04/06/ 00 Drawn B :MD 2A —/ 7 l s r—w-b- , STANDARD ROOF VALLEY DETAIL See note(a) 4x4 Support— 2x3(typ) Trusses 3x5 5x8 spl(tyP) 3x6 spl(EYP) Supporting Trusses at 2'-0"o.c. max. M If 11 If 11 1K Notes: (a)Provide continuous bracing on vertical over 6-3". Connect bracing to verticals with 2-8d nails and Valley Trusses bracing must be tied to a fixed point at each end. Valley Area (b)Max spacing for studs in trusses under 24'-0"span is 4'-0"o.c.Over 24'-0"span studs should be spaced at 6-0"o.c. max. Partial Roof Plan (c)Maximum span of a valley truss without vertical studs Is 6-0" Supporting truss Valley trusses at 2'-0"o.c.max Common Trusses 6"wedge nailed to truss with 2-8d toe nails or field bevel cut botom chord of valley truss ISOO BEDELL AVENUE • WDOOMINE/GeonsIA J969 PHONE::(012)720.2293 • FAX:tot2) Z34t2294 i " March 30, 2000 Standard Gable End Detail ST-GBL50 Page 1 of 1 LOADING(psi) PLATES M20(20ga) DESIGN WIND SPEED=110 MPH TCLL 20.0 MEAN ROOF HEIGHT 25 FEET -- o� TCDL 10.0 Plates Incxease 1.25 CATEGORY I BUILDING BCLL 0.0 Lumber Incxease 1.25 EXPOSURE C BCDL 10.0 CodeANSIfn?1 1-1995,UBC,SSBC 1 MILES FROM HURRICANE OCEANUNE JVD: i MiTek Industries, Inc. THIS DETAIL ALSO APPLIES TO Trusses 24"o.c. DROP TOP GABLE ENDS. 4x4= Roof Sheathing j 1x4 Typical 12 1'-3"Max. I. i Varies to Common Truss S � f A A Lateral Bracing \ as Required ®3x4= End Wall, 44= 3x4= \; i *-Diagonal or L-Bracing — Refer to Table Below Typical x4 L-Brace Nailed To 1 Continuous Bearing 2x_Verticals W/8d Nails,8"o.c. 24"Max Vertical Stud SECTION A-A Stud Size Stud Without 1x4 2x4 Diag. Attach Diag. Species Spacing! Brace L-Brace L-Brace Brace Brace at Each and Grade End For: NOTE: Maximum Stud Length 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP 2x4 SYP#3 .12"O.C. 5-5-0 7-1-0 9-6-0 10-3-0 600# AND BOTTOM CHORDS. 2x4 SYP#3 16"O.C. 4-8-0 6-1-0 8-2-0 8-10-0 600# 2.CONNECTION BETWEEN BOTTOM CHORD OF 2x4 SYP#3 24"O.C. j 3-9-0 4-11-0 6-6-0 7-1-0 600# GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. ••If two diagonal braces are used at 1/3 points on the vertical stud, 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS the maximum stud length in the table can be increased by 50%. ONLY.CONSULT BLDG.ARCHITECT OR Use the same lateral bracing detail except at 1/3 points on the vertical. ENGINEER FOR TEMPORY AND PERMANENT BRACING OF ROOF SYSTEM. wa 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES: 1x4 SRB OR 2x4 STANDARD OR BETTER. f O R G� 'OSTE/p I No. 16043 � -f' ! PROFESSIONAL + 1 (P R, - Fop`�HGINE�a 0v y£N-W'GP MAR 3 0 2000 i A IVARNMO-VerW design pasarneten and NLW MOMS ON MS AND M V RSE Sm8 B&MM UBS. ��® Design vaild for use only with Welt connectors.This design is bated only upon parameters flown,and Is for an Individual buWing component to be Installed and boded vertlooly. Applicability of design parameters and Proper Incorporation of component k tesponsbfily of bukling designer-not kun designer.Bracing shown is fon lateral support of Indkidual web members only.Additional temporary bracing to Inane dot>•ty during condructlon k 1t1e respon"y of the erecta.Addfbnal permanent bracing of tit overaq structure is Me responebAty of the building designer.rot general guidancep regoiding tobdcatbn,quality control,storage.delvery.erection and bracing,coir"tiff-W pupRy iNandowL 080.0 itraekp SpeoMpallok and US-91 �i�0 Handling kMoiling and f as rockq Aernme dation available km oTruss.PbN Instiluts.6f13 D'Onolrb Drive.#ballon W163719. �r l� CITY OF 2 oV B � r9 IV ki Office of Bu Idin Official REQUEST FO I SPECTION Date ' / Permit No. Time A.M Received Job A dress ;al Owner's Name Contractor BUILDING CONCRET ELECTRICAL PLUMBIN MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out C_i Heating Insulation ❑ Lintel ❑ Fi al ❑ Sewer Fire Place ❑ /' ` .4+ //`I�r, Pre Fab tM CSG .T/�e �EADY FOR INS ECTION �cm air t e glare, Friday P.M. � A.M. Inspection Ma — P Inspector Final ns ection Certificate of O cupancy Date CITY OF ATLANTIC BEACH PERMIT APPLICATION ROOFING Owner(s): � ` Address: 371 Phone: Lot # Block or Unit # Subdivision Contractor: y 4a Address:- 41 C) �„,-ter >/ - Phone: State License No.a l� 06 Describe work to be done: a c i -- ciZ 0 0/,Z�T Materials to be used: Signature OWNER: ' Date: Signature CONTRACTOR: a CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233 -Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Pennit Number: 18901 Address: 378 PLAZA DRIVE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 9/30/1999 Name: HOLBROOK, MOLLY Total Fees: 25.00 Address: 378 PLAZA OR Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 9/30/1999 T Phone: (000)000-0000 Work Desc: WIRE FOR AC CONTRACTORS APPLICATION FEES ALL SERVICE ELECTRIC CO PERMIT 25.00 Inspections Required FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $25.0014 Date: 9/30/99 01 Receipt: 8891329 ATLANTIC BEACH WILDING DEPT. @0100003221000 Doc-03­07 20:43 P.01 CITY OF ATLANTIC BEACH, FLORIDA ,�p,,.pvrJ 4y AppLICAYION FOR ILHCYRICAL P1IRMIY TO YIIE Cillo'ELECTRICAL INSPECTOR: IMwOnTANi NOTICE: IN CONSIOCRATION OF PERMIT C1VCN i'OR DOING THE WORK AS DESCRIBED IN THE MUOWINO, WE IIrArAlY A^_REE TO PERFDOM SAID WORK 114 ACCORDANCE WITH THE ATTACIIED PLANS AND SPECIFICATIONS, W11101 AR;:A PART 111.REOF,AND IN ACCORDANCE WITH TIIE CLE TRICAL REGULATIONS,CODES AND CITY OF AYIANTIC IVACII ORDINANCrS. ELF�Y1t11�:.! FIRf_9: --Kw'.0.­AFLFCT sioNA7RF JOURNEYMAN •;7f 0&42-� RFD Box_^___ BLDG.CIX nETWEEN: ' RES.ftp APT.I 1 COMLI.( I PUnLIC i-Y INDUS.( 1 NEW( 1 OLD(-T REW.l ! AMYtOM 1 TRAILEn I I TCkq?.I I SIGNS ( I SO.FY. SCnV*,C?: NEW 11 1NCRC:ASC( I nEPAIn I I FEE l p9nDI1CTC:.t 517.E AMPS COPPER I ALUM. VJIYCII%,.TtnFAIait :.L7('S 1111 1--w _ VQLTIiACFY1 M- E}(1!Pf:!tI:V�SixE ARtPS^ / PH W �VO 7 lL_—RACEWAY FCCOEn$ tJO, WE (NO, SIZE NO, SIZE Lit;it_TI_ND_i)UTLETS '_ CONCEALED_ OPEN_ TOTAL RECSPThC..rS yCONCEALED OPEN TOTAL �n u.r4wN,•... a�.�oo�µrs. �' �wrrcltc:: INC,:N nCEf:CN r FLUO:XGC::NT&M.V. _,•..YIXGII_..._��_.._.4_,4U A4U'J_. fVYN --�_• ••-+ arI•I_tAac.:u BELL TRANSF. All't 11.1'.IIATIN6 II.P.HATING CCI4rilyloromG COMP.MOTOR OYHLiI NIOYDRS AMPS CEIL IIEAT: KWHEA7 0.1 OVER MUY0t1° ILP. VOLYAGE: PIIS NO. IILP. VOLTAGE PIIS Mlsi;ttL►.neupus .._.�.._...._...�_.._.....__ tin TRANSFOY_:!tCnC: UNDMI OUO V. OVER 600 V. NO. _K_VA NO. KVA NO.NEON WIANSF. NO, VA. MA. MOTOR SIZE SWITCH FLASHE EACH SIGN _ f FOnWAnDED 3 TOTAL FEES CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT tNFOI lII1l4TtQN. LOCA'1•tOJ4INFORMATION . Permit Number: 18881 Address: 378 PLAZA DRIVE Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: REPAIR Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est, Value: Parcel Number: Improv. Cost: OWNS HVf=0R1MATION? Date Issued: 9/2811999 Name: HOLBROOK, MOLLY Total Fees: 37.00 Address: 378 PLAZA DR Amount Paid: 37.00 ATLANTIC BEACH, FL 32233 Date Paid: 9/28/1999 Phone: (000)000-0000 Work Desc REPL 1 COND 3 TON UL, 1 A/H 36K BTU UL OCEAN STATE HEAT&AIR PERMIT 37.00 1 ft`�ed u FINAL NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. s t3Z.80 14 ATLANTIC BEACH BU DING DEPT. CHECK$ 9l29/99 ai Receipt: 00910443 Roll®0{�03221non _-_— UUILUIIVv HINU 11VJ1"1Zl.. 1 Iv► v w" r I.yl�l CITY OF ATLANTIC BEACFI ATLANTIC 1.cA111, rl_oninA sats* APPLICATION FOR MECHANICAL PERMIT CALL-I11 NUhtIIF.R IMPORTANT — /applicant to complete all items in sections I, II, III, and IV. LOCATION Slraal Addratr._ ----- --- or- Inlaraecling Streak: 14Ir440n And BUILDING SVIIAMs:•n II. IDENTIFICATION -- To be completed by all applicants • In tnns;deu+;nn of perm;l given for doing the wort as dew;bad in Iha above statement wa hereby agree to perform raid wnil in acenrdnncn ';IA rt,e atlecwd plan$ and specifications which are a part hareol and in accordance with the City of JactsonAls ordinances and standards 01 gncd p•ecl;ce Ilslad Iherein' /� (, Naw.• •1 Mechanical Cen}reeler. (�'T"'r 3' c�•lroefer (print) ►,Ae11N N•aw• •f d r Of�F— h•p.rfy Orner •---- fltotitsd Aenl \� Atehllecl or IEnylneer 1.11 All, 111. M INFORMATIO , A• irpe of Iseal;ag Ives: —--_._.._ �r IS OTHER CONSTRUCTION BetZ7 ON A Uvotic \ THIS BUILDING OR SITE? O Got—O V ❑ Netvrel ❑ Cenlfel Utility IF YES, GIVE NUMBER Or CONSTRUCTION ❑ Oii PERMIT Q Oils.. — Speedy IV. MBCKAMICAI 1QUNMBNT TO It 04ST/LLLID NATURE OF WOnK (►re.•:de complete lid e(cee+pewentT.n beck of this "I nesldentl*I or U Commercial ►lee} Q Spee ❑ RKened AU Cei$INI O fleet C) New Building A;f Cowd.tien;ng: ❑ Rees kj Centre) Existing Building Q D.rc► Sy.►ewl: Moter4l_ 1hlckne.a 14 Riplacement of existing system M..Irrtwr eepedfy sales, ❑ New Installallon(No system previously Installed) ❑ Extension or add-on to existing system Q Relrigerel:ee ❑ Other — Bpecily ❑ Cooling lo..ef. Capecily B.pwl. CJ fere epAnklorl: Nvsbef of — (] E4wetef 0 M6411 Q bteletsf (nute►ber) TllK WACI fOU O"MA US4 ONLY C1 Gaeol;ne prmpL (nYmber) ( ♦) Q Tearke (number) Remarlt ❑ LIC dwtei r (attmberl [] Unfired prwtuw .eeeN ❑ NE.rs rerm0 Apl rey*J bt► be►• p of►Mf _. Sp,et;ti reflnll T'.. 1A9T ALL EQUIPMENT AIR CONDIT10N1NG AND REFRIGERA?ION EQUtTMENT ?hstnher Vsatti lUe+ertptlea )<[eMl NumMr S[a�ufwotxtrer (tbwe jr Ar t G o n D I fly -0 ----- HEATING FURNACES, BOILERS, FIREPLACES M VA&Af r A omn& r.l- 1 t DEPARTMENT OF BUILDING, CITY OF ATLANTIC BEACH PERMIT INFORMATION � -�- LOCATION INFORMATIL3A1 : t Nux+b ~a 545 Addaress% $7 .P'L:Aa A STREETe,r t Types a - tIF A'TLIIITIC BaEACH, FLORIDA 223 C flak NEW - _-_ - L90AL. D�SC�tI�'TIO�t 'C" n tr. ;TYF WOOD FRAME Lot� Blc��k s Section #iroposod Uses SINGLE FAMILY Tovar whip: RNGx Ow"01 linBd s 1 Cade Cl< Subdivision t Rei i» tic# V lu.e t $0.00 laprov. Cost: $0.00 Total ego t $22. 50 ,o- Ar eatz $22. 54 } 8/92, F'CIRT M MATIfII�3 APPLICATION FEES �-_�-100 - U, . �p PERMIT $22. 'STREET WAT IMPACT FEE � $0. CHy FLORID, � �fir; , P, FEE � }. F Almf. I ADON '13 A -H. R. S. $0.!:ORMATPN - RADOM OASBO.N ► ►�s. t IERB _ NATER TAFEES . TAS St? OATEA BiWACHr FLt RIDA 3 2 3HYDRAULIC - HA $ 4 L c Type: '� � RE�IH ERCT F�� > ��°��"fit.t� 5 r` .H NPACT SEE fin,� $0 t � , 'rxl NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING � r PERMIT VOID SIX MONTHS AFTER DATE OF•IS4SUE $ ILD#NG MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT SE PLACED IN PUBLIC SPACE,AND MUST SE x ARED�UP AND-HAULED AWAY'BY EITHER CONTRACTOR OR OWNER, AILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESU1. AN IE°PROPERTY OWNER,PAYING TWICE FOR,BUILDING 4MPPIt� I I�NT fy# , . �*ATJOIOF.APPLICABLE UO ACCORDINGTO APPIRDVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT CATION fcw(:,PROVISIONS OF LAW. .!gu ATLANTIC BEACHBI11lQING DEPARTMENT a, CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 37Q Pl424 OWNER OF PROPERTY: l ,Gr TELEPHONE N0. ;) '7 7 `5 3y l PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS:��, ODk, 570</4/6 STATE LICENSE NUMBER: CrC05(-,4S' 7 TELEPHONE : l=4`1?_l1se17 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER V/ REPIPE OTHER TOTAL FIXTURES: x $3 . 50 + $15. 00 MINIMUM PERMIT FEE - $25. 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: �O ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE . CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 PSA 38- DEPARTMENT OF BUILDING j ; CITY OF ATLANTIC BEACH l PERMIT INFORMATION - - ------ LoOCATIONINFOI +iT ON . ------ eriO. t .Number z : 1673 A Areas- 37S P,LAZA DRIVE rtl t Type:PLUMBING ATLAYTIC. ,BEA.CH, F4ORIDA 32433 Cx,461 dfl mork:ALTERATION g ..t r : T P 'WOOD �R�E S I t��k 4 Lt►t t: Ttap< � .Ct 9 i r �a3ed e:SI>!IOL, AMILY Section- 0:. Subd: , �� Rr�g; p elling : , fl Subdiviirn4 t. vaI!ue ." a O� I P` ov. Cos t 0 .40 � I tal. Fees 25.'00 Date Pari - Obit - =p OPI APPtoICATION FLS: ---- dr �� P� OI41IL 25 .10 � NW T I AC ORIDA 3223 7 7 41 fi' kP . oll CON -tit MATION c H R I S TY, 66"ST ' PLUM,IIN4 i ddr.� .p: .O. BOX 6 JACKSONV I LLQ ;I Ei4CH; P'L# 32240 L °m crco,5.I487 Exp. ! { I?e a { r NOTICE-INSPECTIONS' MUST BE REQUESTED AT LEAST 24 HOUgS PRIl3fl TQ INSPECTiaN I BUI DING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED 1,,� PUBLIC SPACE AND MLl TBE ;CLE, RED UP AND HAULED'AWAY BYE ITI^IER CONTRACTOR OR OWNER i "FAILURE TO ,COMPLY WITH THE MECHANICS' LIEN .LAW,CPi�AN RESUL IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMOV'EMEN7 ." I ISSIJED;ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUB .I)=CT TO Fit VACATION �FOf 1 `VIOL;ATION OF APPLICABLE PROVISIONS OF LAW, jj CtEi�(±3 !11 110, 04 ece GP 7F18 l ATLANTIC BEACH BUILDING D PARTMENT 8B1��Igg� � 3377