The URL can be used to link to this page

Permit 343 Plaza (vault) (2) CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000837 Date 6/16/09 Property Address . . . . . . 343 PLAZA Application type description FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 -------------------------------------------------- Application desc 6ft and Oft lattice fence ------------------------------------- Owner Contractor ------------------------ ------------------------ LOVE OWNER 343 PLAZA ATLANTIC BEACH FL 32233 -------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date Valuation 0 Expiration Date . . 12/13/09 ------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *ALL FENCES OR ENCLOSURES OF LAND SHALL BE SUBSTANTIALLY CONSTRUCTED. *SCHEDULE FINAL INSPECTION ONCE FENCE HAS BEEN COMPLETED. PERMIT AND APPROVED SURVEY MUST BE AVAILABLE FOR FINAL INSPECTION. ----------------------------------------------------- Fee summary Charged Paid Credited Due ------ ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ` City of Atlantic Beach APPLICATION NUMBER Building Department r s 800 Seminole Road (To be assigned b the Building Department) s Q ` Atlantic Beach, Florida 32233-5445 U Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: / Q City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: =343 J /aZa. nt review required Ye No lannin &Applicant: ✓�le Tree Administrator Project: & RVO - I- -....- Publi Utilitie Public Safety Fire Services Review fee<<$ Dept Signa#ure } Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: (B:ULDI ;' PLANNING&ZONING Reviewed by: Date:__6 -o� TREE ADMIN. Second Review: ❑Ded.i QApproved as revised. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach s APPLICATION NUMBER Building Department JUN 1 1 7009 (To be assig7�� the Building Department:) 800 Seminole Road Atlantic Beach, Florida 32233-5445 r Phone(904)247-5826 • Fax(904)�Y$845 0;1 E-mail: building-dept@coab.us Date routed: / Q City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: =31 ?14_zA_.1 Papeftment review required Yes No Applicant: /✓�l� tannin & Tree dministrator Project: T Publi Utilitie Public Safety Fire Services Reviewfee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: R eviewed hyDate: - Revised 05//4109 CITY OF ATLANTIC BEACH -. - 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 09- I I I I I } OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 BU ILD I NG-DEPTCCOAB.U S BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: " 2.VALUATION OF WORK: 13.SQ.FT.UNDER ROOF 4.LEGAL DESCRIPTION: 5.CLASS OF WORK B:USE RUCTURE ❑NEW BUILDING ❑DEMOLITION ESIDENTIAL LOT_BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 7.DESCRIPTION OF WORK ❑ALTERATION ❑ACCE SORY BLDG. 8.FIRE SPRINKLER: ❑REPAIR ❑P L/SPA ❑YES 11 NIA ` C! •it/L.. ✓\L - ❑MOVE ❑NO PROPERTY OWNER: CONTRACTOR' ARCHITECT/ENGINEER.- 9. NGINEER:9.N(((AME: 15.COMPANY NAME: 23.COMPANY NAME: 16.NAME: 24.LICENSEE NAME: 10.ADDRESS: V 17.STAT FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: y ✓ �� 18.ADDRESS: 26.ADDRESS: 11.OF ICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27,OFFICE PHONE: 28.FAX NO.: -S - (,21lCe 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: 0y t._-10)3 14.EMAIL ADDREPS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: ((Nax\(�- . LUv-(-0�x2i�5rW1n .��-4- j F E SIMPLE,TITLE HOLDER:'(IF OTHER THAN OWNER) BONDING COMPANY: MORTGAGE LENDER: -.. 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six(6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNERS AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR (If A eros y or Agency Letter Required) (Qualifier Only) Signed: t' Date: L? d 6 7 Signed: Date: Before me thit�D day 2009 in the county of Before me this day of 2009 in the county of D val, tate of Florida,has pe/sonally a eared Duval,State of Florida,has personally appeared l..V Lo U LL herin by himself/he elf and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. / true and accurate. Notary Public at Large,State of L County of �� Notary Public at Large,State of ,County of Pers on Kno El Personally Known ❑Produced Iden ion- ❑Produced Identification- Notary Sign re: Notary Signature: ....„ SHIRLEY L. GRAHAM PUa�C "=o' �Y Notary Public-State of Florida •; _ My Commission Expires Feb 14,2010 Commission#DD 518533 :9 oO`•. BLDG01 PemitApplication Bldg:REVISED:12/18/2 B ''%.,,�,;,;.�` Bonded By National Notary Assn. City of Atlantic Beach APPLICATION NUMBER Department partment :. (To be assigned b the Building Department:) 800 Seminole Road ` Atlantic Beach, Florida 32233-5445 8d Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: / Q City web-site: http://Www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 343 Tza-ZA-1 nt review required Yes No Applicant: lannin & Tree dministrator Project: E 156—blk Utilitie Public Safety Fire Services ,Review fee $ Dept Signature , �""�- Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLIWt6N STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: PLANNING &ZONING Reviewed Date:bY: r41�J4 !! D �! T N Second Review: A roved as revised. ❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: R&vie—Wed by: Cate: Revised 051/4/09 CITY OF ATLANTIC BEACH - ' s 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 09- ., OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-D E PTO C OAB.U S BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.VALUATION OF WORK: 3.SO.FT.UNDER ROOF CYJ 4.LEGAL DESCRIPTION: 5.CLASS OF WORK: 6.USE UCTURE: ❑NEW BUILDING ❑DEMOLITION ESIDENTIAL LOT_BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 7,DESCRIPTION OF WORK: ❑ALTERATION ❑ACC SORY BLDG. 8.FIRE SPRINKLER: � , 1 V"r,!t 13 REPAIR ❑ OL/SPA 11 YES ❑N/A V'V l CJS LJ�--" ❑MOVE ❑NO PROPERTY OWNER: CONTRACTOR-. ARCHITECT I ENGINEER: 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: n y 1 1 1 tl 16.NAME: 24.LICENSEE NAME: 10.ADDRESS: 17.STATrF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: q3` 18.ADDRESS: 26.ADDRESS: 11F ICE PHONE: 112.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: �13.CELL PHON'tE: 21.CELL PHONE: 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: i'1a n� . (,Uv{0 n 1 - FEE SIOTHER TTHAN OWNER)ITLEHOLDER: OTTER (IF BONDING COMPANY: MORTGAGE LENDER: .:... 31.NAME: 33.NAME: 36.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNERS AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable Taws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR (11 Agotpkwer of ftey or Agency Letter Required) (Qualifier Only) Signed: �' Date: W' Gr B / Signed: Date: Before me thi day 2009 in the county of Before me this day of 2009 in the county of D val, tate of Florida,has WE a eared Duval,State of Florida,has personally appeared G heirin by himself/he elf and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of L County of Notary Public at Large,State of County of ❑Personally Kno ❑Personaffy Known ❑Produced Iden' ion- ❑Produced Identification- Notary Signre: Notary Signature: SHIRLEY L. GRAHAM Notary Public-State of Florida My Commission Expires Feb 14,2010 Commission#DD 518533 BLDG01 Permit Application Bldg:REVISED:12/1812 8�'};oF;,na`,. Bonded By National Notary Assn. City of Atlantic Beach Building Department APPLICATION NUMBER 800 Seminole Road .SUN 1 � �png (To be assigned b the Building Department.) U �r Atlantic Beach, Florida 32233-5445 Q v� 1 Phone(904)247-5826 • Fax(904 Y5$45 Will � E-mail: building-dept@coab.us Date routed: / Q City web-site: http://viww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 343 Ill Za., nt review required Yes No Applicant: 4— gTree & _ ministrator Project: � 4� tilitie Public Safety Fire Services ,Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified 8 Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: 6� Date: oZ TREE ADMIN. Second Review: [—]Approved as revised. ❑Denied. PUBWO KS Comments: PUBLI U L ES PUBLI FETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. [-]Denied. Comments: Reviewed by:� _ Data: Revised 05114/09 Public Utilities Plan Review Comments Date: 11 I m Initial Project Name/Address: 343 PSR E A Application Permit#• D 9- p$3,^7 .Check Bob Application Tracking Comments to Add Comment Avoid damage to underground water/sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call ❑ 247-5834. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and ❑ visible. A sewer cleanout must be installed at the property line. Cleanout must be covered ❑ with an RTI concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be ❑ tested by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch-read meter in a properly sized vault and an ❑ appropriate backflow preventer installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow requirements. At a minimum,will require double check backflow ❑ preventer. Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" ❑ must be installed in a vault as noted in JEA specifications. CITY OF ATLANTIC BEACH - _. ., .... 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 09- I L_ I. OFFICE:(904)247-5826•FAX NO.:(904)247-5845 J BUILDING-DEPT(BCOAB.US --- BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS:': . " 2.VALUATION OF WORK: 3.SO.FT.UNDER ROOF Soo . c� 4.LEGAL DESCRIPTION: 5.CLASS OF WORK 6:USE TRUCTURE ❑NEW BUILDING 11 DEMOLITION ESIDENTIAL LOT_BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE 11 COMMERCIAL =.r 7.DESCRIPTION OF WORK: ❑ALTERATION ❑ACCE SORY BLDG. 8.FIRE SPRINKLER: ❑REPAIR ❑P L/SPA ❑YES ❑NIA 1 , '1C IrV V -. ❑MOVE Q NO PROPERTY OWNER: CONTRACTOR: ARCHITECT I ENGINEERS 9.NAME: y 15.COMPANY NAME: 23.COMPANY NAME n ( , t I A'•\ Il 16.NAME: 24.LICENSEE NAME: 1��M�� 17.STAT FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 18.ADDRESS: 26.ADDRESS: 11._QFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 13.CELL PHONE: �f ^-') 21.CELL PHONE: LA.�- l 0)� 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: i'14 nc� . L or?-o OTHER THAN OWNER)TITLE HOLDER: " BONDING COMPANY: MORTGAGE LENDER: F E SIMPLE OTHE . 31.NAME: 33.NAME: 35.NAME 32.ADDRESS: 34.ADDRESS: 36_ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6)months, or if construction or work is suspended or abandoned for a period of six(6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNERS AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR (I t r of ey or Agency Letter Required) (Qualifier Only) Signed: ! �" Date: tf ( Signed: Date: Before me this day 2009 in the county of Before me this day of ,2009 in the county of D val, tate of Florida,lohas peponally a eared Duval,State of Florida,has personally appeared 1 Ar C L GL herin by himself/he elf and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. / true and accurate. Notary Public at Large,State of County of V Notary Public at Large,State of County of ❑Personally Kno ❑Personally Known ❑Produced Ide on- ❑produced Identification- Notary Sign re: Notary Signature: SHIRLEY L.GRAHAM °`CRY pU�`c' Notary Public-State of Florida My Commission Expires Feb 14,2010 Commission#DD 518533 BLDG01 Permit Application Bldg:P.EVISED:12/13/2 8 'n.C,)F `� Bonded By National Notary Assn. MAP SHOWING`-:BOUNDARY SURVEY OF FLOT AND THE EAST 1/2 OF LOT 22, BLOCK 11, SUBDIVISION "A", ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: ' C ATION ATT0_R SND, IN ThliPft"F APNR ,; " zoning, subdivlaion j (1 7( I^1 `� , `' r development r uletiona� 100i1 10nd „,.. approval for thea I"Ugnoa of perMpa. 4y ,Atlantic Sea with Florida Building Cods WAso e1lN� a )! aGl7 local. State and Federal perm"Wq I Ing alld Z^I711;J must be verified srom4w*of Beach Bull di My or Building Perm. I iM'fOr BLOCK>�1 oa.LOCK 1 „ SET 1/2" REBAR 74.78' (MEASURE x STAMPED "ACM LB 6702 x FOUND 1/2" IRON PIPE FOUND 1/2" IRON PIPE 0.3' 0.3' NO IDENTIFICATION 0.7' NO IDENTIFICATION 25.00' 0.0' io- iv ,� COVERED '50.00'X x U.O, x - WEST 112 z.a zD.3' > 9.0• 41 LOT 22 MASONRY AND lo FRAME,GARAGE BLOCK 11 2.7' 29.2' Q COPI W I LOT I Q �I FILE EAST 1/2 I BLOCK 11 LL1 V) LOT 22 Ct= Q BLOCK 11 M I o V) vJ W .— N J OW 0. u LOT 24 " C)-x- WOOD ECK 4.181 00 BLOCK 1.1 g 6 IL o + COVERED �� 264 Q _ o LOT 18 n 4.8' 38.8' N BLOCK 11 N M Lr l ONE I STORY N x' o ^� d MASONRY & FRAME '',T ss tz.r Q POSTED ;/ 343 m 3.4 4.9 P12.2' 11 N ISTD' 0 16.5 - O O O �4.8� O PORCH w} d W� C +� Z Z J n O U O t` �J 25.00' 25.00' SO.UO• FOUND 5/8- REBAR NO IDENTIFICATION FOUND 5/8` REBAM - NOIDF.NTIFICATION S 89*52'27" W N 79'Sly 74.78' (MEASURED) 445.D6�MEASU(PLAR D) 75.00 (DEED) FOUND 1/2- IRON PIPE NO IDENTIFICATION PI ^�,^ (50.0' RIGLIH'1TLOl1SOUTHWEST BLOCK CORNER F WAY) NOTES: ACCEPTED 0Y; LEGEND: R = RADIUS —x— e FENCE L = LENGTH O CONCRETE NOTES: I. BEARINGS ARE BASED ON THE _ ASSUMED _ BEARING OF S 00.00'00' W - ALONG THE REVISIONS EASTERLY BOUNDARY LINE Of SUH.IFc7-PAwn ---- - ADDRESS r r BUILDING PERbIIT NUMBER INSPECTIONS : FOOTING_ UNDER SLAB PLUMBING SLAB 6 A `1)0- --�j FRAM I NG 9- (o rC• COVER-UP - Cf>-Je INSULATION Gl FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # I(O`q �l2 T/a INSPECTIONS ROUGH l -/ 0 O FINAL_ MECHANICAL PERMIT # -7 PLUMBING PERMIT # 7 (68d ah c. FTC) GE 1 2 02 T02 T02 T02 MM T02 W T02 T02 (0 TO O T02 T02 v T02 Ln T02 T02 T12 T12 TO 1 TOS TD 5. T09 Tos Tog Tos T08 T04 T07 T10 N J01 J01 002 J02 J LJ03 J03 N �O `1 N 0 0 t") — (0 0 r— N rr) \ 0 0 0 0 0 0 0 � 0 0 0 0 0 32 - 3 - 8 FALTA SS INC Name: HOUSE ACCOUNT Description: MILLER KILLPATRICK 32226 Address: Telephone: 904-757-7500 Job: Fax: 904-757-7336 Telephone: 971440 Scale: 1 : 110 Date: 6/3/9B Drawn By: PAP 32 - 3 - g GE T02 T02 T02 Tp2 T02 T02 T02 c T02 CO T02 n I Tp2 I -x-02 O I T02 T02 T02 T12 T12 TO 1 Tog. T09 T05 O T09 Tp I S Toa TOS T07 I T0.4. J O 1 �- 0 - 0 J02 T1 O N JO1 J03 J02 J03 GAO 0 � 0 N r7 0 p 0 0 0 -RUSS INC RIVE Name: HOUSE ACCOUNT 132226 Address: Description: MILLER KILLPATRICK '57-7500 36 Job: Telephone: 971440 Scale: 1 : 110 Date: 613198 Drawn B : PAP Job---- --- russ-- -'TrussType - ----- -- Qty - Pr -'MUER UTYATR►CR----- -- ---- -, Y 971440 j CJ01 ;ROOF TRUSS � -- I TRUETFM IFIC-ACKS�NVI 11 CCE-FL-�2�2�---- ------- -__--- ----- "-a2 sbec T6-f-99T i e nus nes, nc.�iu Jun 0�0 4T28T998-Faget -2-9-15 4-10-9 9-10-13 ------- ------- - 2-9-15 4-100 9 - 5-0-4 4 1 5.66 ri2- 3x4 od 33 LOI / I W1 8 i 100 2 1 6x81! 11 12 7 --- -- 13 1x4 3x4- 4-10--9--- 8-8-5 9-10-13 4-10-9 3-9-12 1-2-8 rPlateOff-sefs-(X�, : LOADING -- (psf) SPACING 2-0-0 CSI DEFL �- I TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) 0 05 floc) >999 MOTES GRI 9/190 TCDL 7.0 Lumber Increase 1.25 BC 0.78 Vert(TL) 0.38 1-2 >94 BCD 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) -0.01 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL defl-240 Weight:47 Ib LUMBER TOP CHORD 2 X 4 SYP No.2D BRACING ----- BOT CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 on center purlin spacing. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 1-1-12 on center bracing. WEDGE Left:2 X 4 SYP No.21) j REACTIONS(Ib/size) 4=328/0-1-8,2=207/0-4-15,5=-144/0-1-8,6=308/0-4-15 Max Horz 2=428(load case 4) Max Uplift4=-553(load case 2),2=-797(load case 4),5=-144(load case 1),6=-998(load case 4) Max Grav5=360(load case 4),6=308(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=56,2-8=-130,8-9=-275,3-9=-225,3-10=-87,4-10=58 BOT CHORD 2-11=188,11-12=188,7-12=188,7-13=188,6-13=188,5-6=0 WEBS 3-7=21,3-6=-226 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 553 Ib uplift at joint 4,797 Ib uplift at joint 2,144 Ib uplift at joint 5 and 998 Ib uplift at joint 6. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 1 Uniform Loads(plf) Vert:1-2=-54.0,2-8=-54.0,8-9=-54.0,3-9=-54.0,3-10=-54.0,4-10=-54.0,2-11=-20.0,11-12=-20.0,7-12=-20.0, 7-13=-20.0,6-13=-20.0,5-6=-20.0 Concentrated Loads(lb) Vert:4=-165 5=87 8=358 9=46 10=-99 11=23 12=-16 13=-56 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=80.3,2-8=36.6,8-9=36.6,3-9=36.6,3-10=53.6,4-10=53.6,2-11=47.2,11-12=47.2,7-12=47.2,7-13=47.2, 6-13=47.2,5-6=-10.0 Horz:1-2=-90.3,2-8=-46.61 8-9=-46.6,3-9=-46.6,3-10=-63.6,4-10=-63.6 `�V. t►AgQ/ Concentrated Loads(lb)Vert:4=272 5=-186 8=- 19 9=157 10=363 �l 3)Wind Right Lumber lncre se=1233,Plat Inccrease=1.33 12-132 13=226 Uniform Loads(plf) Qi NO.4 Vert:1-2=97.3,2-8=53.6,8-9=53.6,3-9=53.6,3-10=36.6,4-10=36.6,2-11=47.2,11-12=47.2,7-12=47.2,7-13=47.2, 6-13=47.2,5-6=-10.0 Horz:1-2=-107.3,2-8=-63.6,8-9=-63.6,3-9=-63.6,3-10=-46.6,4-10=-46.6 Concentrated Loads(lb) Vert:4=272 5=-186 8=-219 9=157 10=363 11=40 12=132 13=226P ' 4)1st Wind Parallel:Lumber Increase=1.33 to Increase=1.33 Plate ��.••' S �� Uniform Loads 9= AL Vert: 247.2 .3,2-8=53.6,8-9=53.6,3-9=53.6,3-10=53.6,4-10=53.6,2-11=47.2,11-12=47.2,7-12=47.2,7-13=47.2, 6-13=47.2,,5-6=-1 Horz:1-2=-107.3,2-8=-63.6,8-9=-63.6,3-9=-63.6,3-10=-63.6,4-10=-63.6 Continued onpage 2 Job - TTruss-_--- TrusTpe- - - - nty—'Ply- NfiLLER/KILLPATRTCK--- - -- ------ - 971440 !CJOt ROOF TRUSS 2TRUE1 `LOAD RUBSCASE(S) C,JACKSONVILLE-FC:3 6- - -___ _ �6J2 s -- - e1�JJ71UfiTefC�dusfnes, nc�fiu Jun�4�9 4T:3Page �iE Concentrated Loads(Ib) Vert:4=272 5=-186 8=-219 9=157 10=363 11=40 12=132 13=226 j CNV. CAR, �Q�;G��SiFicgTC No. 0 E NAL ,rob -- ----'Truss---—j TrussTpe - - - ------ - Ofy -_'Ply 971440 GE01 i ATTIC - =ELEF7KILLPATRICK------.- --- -------- -- - j 11 i1 i TRUE-I KUSS INC.,JACKSONVILLE-FL:-222&-_-- _-_- ------ 4.0-32 s Dec Ti;f997M-iiTeTc Tndustr-,es; nc. a Jun-G4-0947-42-tM Page- -2-0-0 5---6 10 -0 13-2-133--16-1-12 19-0-11 21-9-8 26-8-2 32-3-8 34-3-8 ---0 ---6 -6 -- 4.10-10 - - 2-0-0 5-7-6 2-8-13 2-10-15 2-10-15*2-8-13T—_ --� 4-10-10 5-77-6 2-0-0 6x8 8.00I-1-2- 3x4- V92 3x4-- 3x12, -3x12' - 5 _ =�4 _ 7 3x12 i 4T 1x4 I '-� 7x8% 8 S!I7 SIShIB 8 S 7 1 7x8,- ��I � 1� �, 3 S �f5 °I"N W3 S 3 9 11 ` qI 2 s f 11-0 0 I 4 2 — j - I 9 1 — FF-- l — — 10 4x8- 13 12 1 4x8 8x8- 8x8== — 5-7-6 � --10-6-0 21-9-8- — — -- ----+- 21------ ---- -+- 26-8-2—`.32-3-8 5-7-6 4-10 10 11-3-8 4-10-10 5-7-6 e-0ffse 734=(Y64 85C40--0 7- LedgeEp eden9:0 4--a j[i2: OI -- -_ — — LOADING(psf) SPACING 2-0-0 CSI —— —- TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert LL) (in) 43 12-13 >884 M20 249/190 GRI 49/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.66 12-13 >582 BCLL 0.0 Rep Stress Incr YES WB 0.46 HorzTL 0.05 10 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=240 Weight:332 Ib _--- LUMBER -- - --- -- -- I TOP CHORD 2 X 6 SYP SS BRACING --- — BOT CHORD 2 X 8 SYP No.i D TOP CHORD Sheathed or 3-10-5 on center pudin spacing. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. OTHERS 2 X 4 SYP No.3 JOINT(S) 14 REACTIONS(Ib/size) 2=1977/0-3-8,10=1977/0-3-8 Max Horz2=592(load case 3) Max Uplift2=-793(load case 4),10=-793(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=61,2-3=-3113,3-4=-2772,4-5=-1981,5-6=461,6-7=461,7-8=-1981,8-9=-2772,9-10=-3113,10-11=61 BOT CHORD 2-13=2524,12-13=2103,10-12=2524 WEBS 5-14=-2716,7-14=-2716,4-13=1154,8-12=1154,3-13=-521,9-12=-521,6-14=173 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 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI 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)All plates are M20 plates unless otherwise indicated. 4)Gable studs spaced at 2-0-0 on center. 5) For studs exposed to wind,see MiTek"Standard Gable End Detail" 6)Ceiling dead load(10.0 psf)on member(s).4-5,7-8,5-14,7-14 7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(10.0 psf)applied only to room.12-13 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 793 Ib uplift at joint 2 and 793 Ib uplift at joint 10. 9)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V. CC 0.4 3 O NAL ,�` 'Jbb-- - - russ- --1TrussT e ---- _ ROOF TRUSS - - - OXY PrY MILLERIKILLPATRTCK----- ----- ---- 971440 J01 ---,_- 1 TRUETRUSS�C.,7AGKSCNVILLE-FL.-322-21?- --- ------- ----- - §pec it;f99TAliTekTndus nes7ric-ThuTun�Y4 09:4T48-T59�age -2-0-0 5-0-0 - — - - --- ------- 2-0-0 5-0-0 ------ -- 3 ! Eal ' 8.0012- Ce .00r1C 1 1 3x8„ L Pl-ate Offsets(�'• I2 6-3=i�,e�e �i�0=�i _-_. - 5-0-0 LOADING(psf) ! SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.07 2-4 >772 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.20 Vert(TL) 0.24 1-2 >106 BCLL 0.0 i Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 9 - Weight:21 lb ( t ) Min Length/LL deft-240 I LUMBER BRACING ---- --_—._-.--. _-- — TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 4-9-8 on center bracing. WEDGE Left:2 X 4 SYP No.21) REACTIONS(Ib/size) 3=103/0-1-8,2=319/0-3-8,4=48/0-1-8 Max Horz 2=341(load case 4) Max Uplift3=-181(load case 2),2=-427(load case 4),4=-113(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=52,2-3=46 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5,0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 181 Ib uplift at joint 3,427 Ib uplift at joint 2 and 113 Ib uplift at joint 4. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard ux� i �V. Cgg9 I N QQ`��p- IFIG'' T No. p E OF s � S��NAI �' J06--- 'Truss --.-. Truss-Type- Oty----T-PIY-- --- _PQty TPIy NiILLEFZ/KILLPATRICR---------------- --,:----- - 1971440 j J02 ��ROOF TRUSS TRLfE 14 TRUSS*C-JACRSONVILLE-FC:-FU. -- - -- ' d.-d=32 s Dec T 1597 NliTekIndunes- jnc. u un 4-OS4733-47M. -Page^ -2-0-0 2.0.0 3-0-0 vl 8.00 j-1-2- 7 1-2m N� 1 l 2 4 4 L1� 1 3x8 11 3-0-0 3-0-0 PTafe�ffsetsT2_a TTe�e]Z2�4�26�i3J- - - - --- --- TCDL 7.0 Lumber Increase t.25 (P - BCLL i ----------- CSI T --DEFL LOADING s SPACING 2-0-0 (in) floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1 25 �� TC 0.44 Vert(LL) 0 Ot 2-4 >999 M20 249/190 BC 0.07 Vert(TL) 0.18 1-2 >143 0.0 Rep Stress Incr YES I WB 0.00 Horz(TL) -0.00 3 n/aBCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=240 Weight:14 Ib LUMBER - - --- ---------- ---- ------, TOP CHORD 2 X 4 SYP No.2D BRACING BOT CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. WEDGE Left:2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 2-9-8 on center bracing. REACTIONS(Ib/size) 3=31/0-1-8,2=264/0-3-8,4=28/0-1-8 Max Horz 2=257(load case 4) Max Uplift3=-78(load case 2),2=-396(load case 4),4=-66(load case 2) Max Grav3=83(load case 3),2=264(load case 1),4=28(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=52,2-3=-74 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 It by 24 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 78 Ib uplift at joint 3,396 Ib uplift at joint 2 and 66 Ib uplift at joint 4. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard C-A Fi 4 ••�Tic' .0 o.4 3 ' OF .l 0 RO P.• Truss- Tuss7ype- -- -- - -- Qfy - Ply - MtCL-MILL ----- - ----- -- ------ :971440 J03 ROOF TRUSS 4 1 TRUE TRl7SS fAC;-JACKSONVILLE -32228------ - -- --- -- - 4.0 2 s 666 16--i397MTeekdusTnes,nc TfiU-,un.D9:47 58 T998 Page i -2-0-0 2-0-0 - -- ------ -- 0-0 3 71 8.00 12 N HW1 '-� 71 2 I � Co of T---tB1--- T1 3z18 V 1 1-0-0 _ Plate O�ets{X Y�_I2 1-0-0 d-1-�Ti-e�eJ12 - --— -- - ---— -- _- - - — -- - LOADING(psf) SPACING 2-0-0 CSI DEFL (in) -- -- TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0 00 (lam 2 '/999 PLATES GRI 491190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.11 1-2 >999 BCLL 0.0 243 Re Stress Incr YES — WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL def!=240 Weight:8 Ib ------ --- - - _- --.-. - ---- _ LUMBER —-- - -- ._-..------- ' TOP CHORD 2 X 4 SYP No.2D BRACING BOT CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. WEDGE Left:2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-10-2 on center bracing. REACTIONS(Ib/size) 3=-125/0-1-8,2=295/0-3-8,4=8/0-1-8 Max Horz 2=174(load case 4) Max Uplift3=-125(load case 1),2=-564(load case 3),4=-20(load case 2) Max Grav 3=331(load case 3),2=295(load case 1),4=8(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=52,2-3=-125 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 125 Ib uplift at joint 3,564 Ib uplift at joint 2 and 20 Ib uplift at joint 4. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard i v. awry A iFiCg9!C o.4 ' O I '+yss'/ONgL Job.- - - -?Truss-_ - Trus�Ype--- ----- ----- - Ofy--i 971440 T01 jATTIC PTY -iMfLLERB(ILLPATRTCI�-- ------ -- i -- TRIJETRUSSIIVC Job--- — _-Truss--_ Truss-Ty-pe - --------_ 971440 T01 ATTIC QtY - TPIY -__MILLER7KILLPATRICR-------- ---- -- _I� i TRUETRUSS INS JACKSORVI 1 LLl >2-3222fi------ ----- 4.0=52 s-Deo16 199TM,7eklndus nes, nc. iuTun�09:4 _T2T99&_F g_-2 LOAD CASE(S) Standard Except: Uniform Loads(plo Vert:2-20=-10.0,19-20=-10.0, 18-19=-10.0,17-18=-10.0,16-17=-10.0,15-16=-10.0, 14-15=-10.0,12-14=-10.0,1-2=97.3,2-3=53.6,3-4=53.6,4-5=53,6,5-6=33.6, 6-7=53.6,7-8=4,7 8-9=-15.3,9-10=4.7, 10-'11=4.7,11-12=47 12-13=48.3,6-21=-20.0,8-21=-20.0 Horz:1-2=-107.3,2-3=-63.6,3-4=-63.6,4-5=-63.6,5-6=-63.6,6-7=-63.6,7-8=14.7,8-9=14.7,9-10=14.7,10-11=14.7,11-12=14.7,12-13=58.3 Concentrated Loads(lb) Vert:18=1341 17=1037 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:2-20=-10.0 19-20=-10.0,18-19=-10.0,17-18=-10.0,16-17=-10.0,15-16=-10.0,14-15=-10.0,12-14=-10.0,1-2=97.3,2-3=53.6,3-4=53.6,4-5=53.6,5-6=33.6, 6-7=53.6,7-8=5i.6,8-9 =33-9 .6,9-10=53.6,10-11=53.6,11-12=53.6,12-13=97.3,6-21=-20.018-2.1=-20.0 Horz:1-2=-107.3,2-3=-63.6,3-4=-63.6,4-5=-63.6,5-6=-63.6,6-7=-63.6,7-8=63.6,8-9=63.6,9-10=63.6,10-11=63.6,11-12=63.6,12-13=107.3 Concentrated Loads(lb) Vert:18=1341 17=1037 5)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:2-20=-20.0,19-20=-20.0,18-19=-20.0,17-18=-120.0,16-17=-20.0,15-16=-20.0,14-15=-20.0,12-14=-20.0,1-2=-14.0,2-3=-14.0,3 4=-14.0,4-5=-14.0, 5-6=-34.0,6-7=-14.0,7-8=-14.0,8-9=-34.0,9-10=-14.0,10-11=-14.0,11-12=-14.0,12-13=-14.0,6-21=-20.0,8-21=-20.0 Concentrated Loads(lb) Vert:18=-3304 17=-3150 %4. CA9R o.4 OF ••`OR1oP Jd !Truss----- russ ype - -- - - Qty__ Pty ---WLLEFMLLFATRtCK --:- 971440 T02 (ATTIC 14 1 TRUE-TRUSS-WC;-JACKSONVrLLE-FL.3222 --- --- --- —4.1-32 s ec—T397MTe-Un-dustrtes�c.Biu-Junta-W.48-�fSf998 Fagg' -2-0-0 5-7-6 10-6-0 13-2-1316-1-1219-0-11 21-9-8 26-8-2 32-3-8 34-3-8 2-0-0 5-7-6 4-10-10 2-8-13 2-10-15 2-10-15 2-8-13 4-10-10 5-7-6 2-0-0 6x8-. j 8.00 IT 3x4-_ V02 3x4 4x8 5 - 14 7 4x8 4T 1x411 g 7X8% 7x8 c 3 W3 NF� 1 7 v 1, 9 W4 W4 11-0-0 2 r _-.._ _. 61 _ - -B2 gl 10 d 61 - - -— -- -- -- -- 1 7 io 4x8= 13 12 4x8= 8x8 8x8 5-7-6 10-6-0 21-9-8 26-8-2 32-3-8 5-7-6 4-10-10 11-3-8 4-10-10 5-7-6 Plate-Offsets(R1)-'.11-04-0, [dam-1-42 0--d OT �i2�4 [9.0-4=0�48rj12 0 3 80]�i3_0 -B;Oi - - _.� - - LOADING(psf) SPACING 2-0-0 CSI DEFL (in) floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 i TC 0.63 Vert(LL) 0.43 12-13 >884 i M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.66 12-13 >582 BCLL 0.0 i Rep Stress Incr YES WB 0.46 Horz(TL) 0.05 10 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL defl=240 1 Weight:251 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP SS TOP CHORD Sheathed or 3-10-5 on center purlin spacing. BOT CHORD 2 X 8 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 JOINT(S) 14 REACTIONS(Ib/size) 2=1977/0-3-8,10=1977/0-3-8 Max Horz 2=-592(load case 2) Max Uplift2=-793(Ioad case 4),10=-793(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=61,2-3=-3113,3-4=-2772,4-5=-1981,5-6=461,6-7=461,7-8=-1981,8-9=-2772,9-10=-3113,10-11=61 I BOT CHORD 2-13=2524,12-13=2103,10-12=2524 WEBS 5-14=-2716,7-14=-2716,4-13=1154,8-12=1154,3-13=-521,9-12=-521,6-14=173 NOTES 1)This truss has been checked for unbalanced loading conditions. 1 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI 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)All plates are M20 plates unless otherwise indicated. 4)Ceiling dead load(10.0 psf)on member(s).4-5,7-8,5-14,7-14 5)Bottom chord live load(40.0 psf)and additional bottom chord dead load(10.0 psf)applied only to room.12-13 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 793 Ib uplift at joint 2 and 793 Ib uplift at joint 10. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 4RSIFI 0 E OF r @ O.l` 0R100' �s�ONAI �'� Job - i Truss - -Trus�ype -- -QTy_ _ _rPly MTLLER/KILL�ATRTCI� - -- --- '971440 T03 ROOF TRUSS 1 2 -TRUE-TRUSSIIv�, ZE-FC. 32226 - ---- -- - - -� - 0 32 s Dec-16 9997 MiTekln us nes; nc. u un 94"91 998-Page 1- -2-0-0 6-1-12 10-4-12 13-1-8 16-1-12 2-0-0 6-1-12 4-3-0 2-8-12 3-0-4 4x4 3x4__ 2x4 4 - -- tom- 6 8.00 T2- 3x8,:, LI 3 Wk W/ W5 161 � - --1 O � 11 12 8 ---- _ 01 4x8= 13 14 15 3x6 ii 3x6 11 8x8---- 5x5_. 3-1-8 6-1-12 10-4-12 16-1-12 3-1-8 3-0-4 4-3-0 5-9-0 Plate Offsefs�X Y): [2`0�=0;0=6-37,r�0��0 2- .0-4-0 8j ---- --__ LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.02 7-8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.07 7-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.00 7 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=240 Weight:285 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 8 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 7=1274/0-3-8,2=362/0-3-8,9=1519/0-4-0 Max Horz 2=581(load case 3) Max Uplift7=-1341(load case 3),2=-277(load case 3),9=-1430(load case 3) Max Grav7=4065(load case 5),2=1858(load case 5),9=6839(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=58,2-3=-157,3-4=-690,4-5=-514,5-6=-13,6-7=-80 BOT CHORD 2-10=50,9-10=110,9-11=110,11-12=110,8-12=110,8-13=304,13-14=304,14-15=304,7-15=304 WEBS 3-10=-99,3-9=-904,3-8=554,4-8=169,5-8=609,5-7=-772 NOTES 1)2-ply truss to be connected together with 0.131'x3"Nails as follows: Top chords connected with 1 row(s)at 0-9-0 on center. Bottom chords connected with 2 row(s)at 0-7-0 on center. Webs connected with 1 row(s)at 0-9-0 on center. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI 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)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 4)Provide adequate drainage to prevent water ponding. 5)All plates are M20 plates unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1341 Ib uplift at joint 7,277 Ib uplift at joint 2 and 1430 Ib uplift at joint 9. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 8)Load case(s)5 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54.0,2-3=-54.0,3-4=-54.0,4-5=-54.0,5-6=-54.0,2-10=-20.0,9-10=-20.0,9-11=-20.0,11-12=-20.0, 8-12=-20.0,8-13=-20.0,13-14=-20,0,14-15=-20.0,7-15=-20.0 Concentrated Loads(lb) Vert:11=-422 12=-356 13=-362 14=-362 15=-362 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=48.3,2-3=4.7,3-4=4.7,4-5=53.6,5-6=53.6,2-10=-10.0,9-10=-10.0,9-11=-10.0,11-12=-10.0,8-12=-10.0, � a 8-13=-10.0,13-14=-10.0,14-15=-10.0,7-15=-10.0 Horz:1-2=-58.3,2-3=-14.7,3-4=-14.7 CAR, Drag:4-5=-0.3 Q�' •'SIF,•(` '' Concentrated Loads(lb) Vert:11=543 12=351 13=418 14=418 15=418 G 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 N 8 3 Uniform Loads(plf) Vert:1-2=97.3,2-3=53.6,3-4=53.6,4-5=53.6,5-6=53.6,2-10=-10.0,9-10=-10.0,9-11=-10.0,11-12=-10.0,8-12=-10.0, 8-13=-10.0,13-14=-10.0,14-15=-10.0,7-15=-10.0 ATE Horz:1-2=-107.3,2-3=-63.6,3-4=-63.6 Drag:4-5=-0.3l0 R%pP: •• Concentrated Loads(Ib) h p•' L Vert:11=54312=351 13=41814=41815=418 ts'/ 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 �fiMMNpNI QNAL Continued on e 2_ 'Job Truss-__TRms Type - - -- -1Qty -;PIy MILLEFMLLPATR CK -- -- _._- 971440 T03 ROOF TRUSS 1 2 ~TRUETRUSS_TkC_.,_ACKEONWLE—FL.32226 -- - f -— 4 0-3T s Dec 16_MTMTek Tn us nes, ri -Thu.Tun-6d 09:48:4f iWPage-7-, LOAD CASE(S) Uniform Loads(plf) Vert:1-2=97.3,2-3=53.6,3-4=53.6,4-5=53.6,5-6=53.6,2-10=-10.0,9-10=-10.0,9-11=-10.0,11-12=-10.0,8-12=-10.0,8-13=-10.0,13-14=-10.0,14-15=-10.0, 7-15=-10.0 Horz:1-2=-107.3,2-3=-63.6,3-4=-63.6 Drag:4-5=-0.3 Concentrated Loads(lb) Vert:11=543 12=351 13=418 14=418 15=418 5)User defined:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54.0,2-3=-54.0,3-4=-54.0,4-5=-54.0,5-6=-54.0,2-10=-626.0,9-10=-626.0,9-11=-626.0,11-12=-626.0,8-12=-626.0,8-13=-626.0,13-14=-626.0, 14-15=-626.0,7-15=-626.0 Concentrated Loads(lb) Vert:11=-422 12=-356 13=-362 14=-362 15=-362 H1NW" CARq� Q`;�PZIF1'61;9 N 8 3 AT "Job !Trussr ---_ YPe _ _ - - -_---Qty -TPTy TvIILTER/KILLPATR1CK----__- — - --- ----- 971440 T04 ROOF TRUSS 1 1 TRUE-TRUSSTIlsl ,-T . 32226 - --- ---- —-- -- �3�s Dec 16-IS9710fiTek-Tndustnes, nc. u un 04-09:4 48 f998-1—age-1 -2-0-0 4-9-8 - 9-0-0 10-4-12 2-0-0 4-9-8 4-2-8 1-4-12 4x4 2x4 4__T25 8.00 12 3x5% TI 33 7' W W1 II IIv I 2 \ CZ) - - 5x5 1x4 i I 5x8 I 4-9-8 10-4-12 4-9-8 5-7-4 Plate oftsetsx Cao-4=i2;0-0 31 T o 0 0 2-17;( 6�4,� - — - -- LOADING - ---- -- --- - LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.03 2-7 >999 I M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TL) 0.06 1-2 >412 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) -0.00 6 n/a BCDL 10.0Code SBC/SBCCI Min Length/LL deft=240 Weight:70 Ib LUMBER BRACING - TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-6 WEDGE Left:2 X 4 SYP N0.21) REACTIONS(Ib/size) 6=235/0-1-8,2=323/0-3-8,7=302/0-3-8 Max Horz 2=515(load case 3) Max Uplift6=-265(load case 3),2=-335(load case 3),7=-317(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=26,2-3=-59,3-4=-27,4-5=1,5-6=-34 BOT CHORD 2-7=48,6-7=48 WEBS 3-7=-203,3-6=-30,4-6=-134 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 265 Ib uplift at joint 6,335 Ib uplift at joint 2 and 317 Ib uplift at joint 7. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Nd• CAA9 No. 8 E OF r ��R10P•;�� 5� • ONAL�� Job !Truss - -Truss Type - -- _ ---rOty Ply M1LLER/KILLPATR10K__ _ — -- 971440 T05 ROOF TRUSS 3 1 d.�32s Dec 16 1-937TvTiTe Industries, ric—1 Flu Jun�40�S:48'Sb i9�3�Page 1 -2-0-0 4-9-8 10-4-12 — ---4— ---- -- r - - - -- 2-0-0 4-9-8 5-7-4 2x4 I 4 8.00 r12 3x5 I 9 y3/ r XVII W2 2 I !I �Lt- 0 5x5-- 5 1x4 1 3x4._=: 4-9-8 10-4-12 4-9-8 - 5-7-4- -Plate-Offsets -7-4PlateOffsets LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/de�fl � PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.03 2-6 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) 0.06 1-2 >412 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 5 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL deft=240 Weight:63 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-0-0 on center pudin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-5 WEDGE Left:2 X 4 SYP No.2D REACTIONS(Ib/size) 5=228/0-1-8,2=318/0-3-8,6=317/0-3-8 Max Horz 2=567(load case 3) Max Upiift5=-290(load case 3),2=-300(load case 3),6=-325(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=26,2-3=-51,3-4=-0,4-5=-147 BOT CHORD 2-6=41,5-6=41 WEBS 3-6=-216,3-5=-49 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 290 Ib uplift at joint 5,300 Ib uplift at joint 2 and 325 Ib uplift at joint 6. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard )Fl�A9!C No. p O !I, •s•. R10 v�� ANAL Jbb — - Truss— — Truss TV — — Qty PTy-- MILLER/KICLPATRfCF� 971440 T06 ROOF TRUSS 4 1 -TRIIE TRUSS-IRC.,JACRSONVfLTF-F�32226_— -- - - — 40 2 s Dec 1—i997TJfiTe- fndu�es,Inc. ThU-Jun�4179:49:O2-TM-_Rage i -2-0-0 7-0-0 2-0-0 7-0-0 3 r 8.00[1-2 / vl. TZ N u7 "r- 2 1 3x8 710.7 6-1-12 7-0-0 6-1-12 0-10-4 0-0-7 FPlate Offsets�XY) �=T2_0-3�- _ Vert(LL) 0.09 2-5 >813 - - - -LOADING(psf) SPACING 2-0-0 CSI DEFL (in) floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 M20 249/190 TCDL 7.0 I Lumber Increase 1.25 BC 0.28 Vert(TL) 0.33 1-2 >79 BCLL 0.0 Rep Stress SBC/SBCCI (Matrix)ncr YES WB 00 M n Length/LL deft=240 n/a Weight:27 Ib BCDL 10.0 Code LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-9-15 on center bracing. WEDGE Left:2 X 4 SYP No.2D REACTIONS(Ib/size) 3=165/0-1-8,2=364/0-3-8,4=-87/0-1-8,5=177/0-3-8 Max Hoa 2=426(load case 4) Max Uplift3=-272(load case 2),2=432(load case 4),4=-87(load case 1),5=-394(load case 2) Max Grav4=229(load case 2),5=177(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=52,2-3=75 BOT CHORD 2-5=0,4-5=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 272 Ib uplift at joint 3,432 Ib uplift at joint 2,87 Ib uplift at joint 4 and 394 lb uplift at joint 5. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard OWN CARq�C IFiC T, No. 0 EOF :� COR�OQ:'�� ean11Wi1N� - - TrussT-e - --- --- _LOfY ply MILLERIMLPATRICK -----T�uss YP lob 9 971440 T07 I ROOF TRUSS 1 1 -TRUETRUSSKC:;7ACKSONWL- FC 322 6 4.0=32 s-Dec IU07MiTec�in3us ne�n�n� N8 age i -2-0-0 7-0-0 10-4-12 2-0-0 7-0-0 3-4-12 6x6=_ 2x4 3-- - -T27-_ 4� 8.00'12 zzvw- 2 W3 I 2 6 8 9 1 5x6 i I 1x4,1/ 5x6= 5-1-4 --- 10-4-12 -- -- 5-1-4 5-3-8 I Plate-OffsG-0-1 3Yj2 eege_0 x[3.0-44 0� 1 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (Ioc) I/defl PLATES GRIP LL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) 0.25 5-6 >486 M20 249/190 TCDL LL 7.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.18 5-6 >663 BCLL 0.0 Rep Stress Incr NO WB 0.40 HorMin - - I Weight:60 Ib BCDL 10.0 Code SBC/SBCCILength (Matrix) --- BIRACING/LL deft=240 n a i _ - -- - ---- ; LUMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 5-2-13 on center bracing. WEBS 2 X 4 SYP No.3 WEDGE Left:2 X 4 SYP No.2D REACTIONS(Ib/size) 5=442/0-1-8,2=539/0-3-8 Max Horz 2=431(load case 3) Max Uplift5=-543(load case 3),2=-484(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=52,2-3=-421,3-7=23,4-7=24,4-5=-88 BOT CHORD 2-6=259,6-8=300,8-9=300,5-9=300 WEBS 3-6=-110,3-5=-587 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If load,10 mi from hurricane oceanline,on an 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 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 543 Ib uplift at joint 5 and 484 Ib uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54.0,2-3=-54.0,3-7=-54.0,4-7=-54.0,2-6=-20.0,6-8=-20.0,8-9=-20.0,5-9=-20.0 Concentrated Loads(lb) Vert:3=-386 7=-111 8=272 9=107 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=48.3,2-3=4.7,3-7=53.6,4-7=53.6,2-6=-10.0,6-8=-10.0,8-9=-10.0,5-9=-10.0 Horz:1-2=-58.3,2-3=-14.7 Drag:3-7=-0.3,4-7=-0.3 Concentrated Loads(lb) Vert:3=825 7=272 8=-533 9=-186 H v AA9�n 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 g11FlC• '•v Uniform Loads(plf) �Q` �'• Vert:1-2=97.3,2-3=53.6,3-7=53.6,4-7=53.6,2-6=-10.0,6-8=-10.0,8-9=-10.0,5-9=-10.0 GQ1 Horz:1-2=-107.3,2-3=-63.6 NO. U Drag:3-7=-0.3,4-7=-0.3 Concentrated Loads(lb) Vert:3=825 7=272 8=-533 9=-186 E 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 P Uniform Loads(plf) Vert:1-2=97.3,2-3=53.6,3-7=53.6,4-7=53.6,2-6=-10.0,6-8=-10.0,8-9=-10.0,5-9=-10.0S/••. �� Horz:1-2=-107.3,2-3=-63.6 ONAL Drag:3-7=-0.3,4-7=-0.3 1%NNn*rlHrw Concentrated Loads(lb) Vert:3=825 7=272 8=-533 9=-186 -- ---pr i 1C111-LER7KILTPATRICK- - Joti_ --Truss -------�russ Type I Qty i , 971440 T08 ROOF TRUSS 1 1 TRUETRUSSTN-C.,JACKSONVILLE FL 3222 -- --- 4:0-3�s�ec�T?�971G1Te7iTndusfnesTnc�duTun�4 6549 2�i398�ageT -2_0-0 4-6-10 — -- --9-0-0 -110—"4-1 2-0-0 4-6-10 4-5-6 1-4-12 4x4 2x41 4 T25 8.00 F12 3x5% �I 3 W I (0 W4 W1 2 { -- -- 1311- 67 - 01 �T - 7 6' 5x5= 1x4 ii 5x8 i i 4-6-10 10-4-12 4-6-10 5-10-2 ` PTafe Offs LOADING(psf) SPACING 2-0 00 S DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.01 7 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vert(TL) 0.06 1-2 >412 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) -0.00 6 n/a -L Min Length/LL deft=240 Weight:70 Ib BOP CHORCDL D 2 X 4 SYP No.2D -UMBER -0 i Code SBC/SB --- - -_ — - - -- - BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-6 WEDGE Left:2 X 4 SYP No.21) i REACTIONS(Ib/size) 6=376/0-1-8,2=484/0-3-8 Max Horz 2=515(load case 3) Max Uplift6=-351(load case 3),2=-300(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=26,2-3=-343,3-4=-28,4-5=1,5-6=-34 BOT CHORD 2-7=275,6-7=275 WEBS 3-7=100,3-6=-293,4-6=-140 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI 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 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 351 Ib uplift at joint 6 and 300 Ib uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard i. iwWre�y CAARi` �:• VIFicq•.C9 o.4 3 OF 0 R1'DQ.G\��kr no fit . --muss-Ty-P. _-_ — - --TPTy MILLERNLLPATMK_---. -- Job -- Tr -- -1 uss-—_ -TrussTyP e I 971440 T09 I ROOF TRUSS -— 3 11 TRUETRT75�TT7C JACKSONVICIF-FL:-S222 -__- J4:�3�De6 Ts 1-9�M7-ekTdusfnes�c. Thu un 04-0-9-.49:35-T99T-Page T _2-0-0 1 5 1-4 10 4-12 2-0-0 5-1-4 5-3-8 2x4 45 '1 8.00 U 1x4- 1�/1 �i 3 W2 2 01 5x5- 30=_ 10-4-12 _ 10-4-12 Plate Offsets [2�4 T2 0-043 T TCLL 20.0 1 Plates Increase 1.25 DEFIL (in) (loc) I/deft PLATES GRIP LOADING(psf) CSI SPACING 2-0-0 TC 0.43 Vert(LL) n/a n/a M20 249/190 >2 i TCDL 7.0 Lumber Increase 1.25 BC 0.44 Vert(TL) -0.51 2-6 38 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) -0.00 6 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL dell 999 Weight:58 Ib -- -- -- BRACING LUMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-6 WEDGE Left:2 X 4 SYP No.2D REACTIONS(Ib/size) 6=382/0-1-8,2=488/0-3-8 Max Horz 2=584(load case 4) Max Uplift6=-418(load case 4),2=-261(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=26,2-3=-238,3-4=0,4-5=-3,4-6=-151 BOT CHORD 2-6=191 WEBS 3-6=-231 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI 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 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 418 Ib uplift at joint 6 and 261 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard CNV. CAR�,�C • TIN 9 �G .48 F :Q �M4M4MIINlots Qty Ply MILLER[K1LLPATRICR-- 1971440 T10-Truss ROOF TRUSS 0 S2 s� fru§s ype ------ 1- - ec 1�1J97 i e tnd sf6esJnc. Thu nod 69:�5:d�i99�Page L TMETRUSSTNC.,SACKSONVILLE FL X2226 2 0- _ 3-5-4 -+ -- 6-9-4- - 10-4-12 2-0-0 3-5-4 3-4-0 3-7-8 2x4 56 9 u 6x6% 8.00 'f2 4 / 1x4�� Wh �1 T i �I 3 W3% 2 131 CD 10 4x8 i', 11 3x4 4x6=_ 4-9-8 10-4-12 -- 4-9-8 5-7-4 PTtee �T1edce�[��- fs �LOADING(psf) - _ 20.0 SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP LOAplates Increase 1.25 TC 0.61 Vert(LL) -0.22 7-8 >297 M20 249/190 TCLLTCDL 7.0 I Lumber Increase 1.25 BC 0.68 Vert(TL) -0.17 7-8 >381 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) -0.00 7 n/a I BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL defl=240 Weight:68 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-10-4 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-7 WEDGE Left:2 X 4 SYP No.2D REACTIONS(Ib/size) 7=278/0-1-8,2=351/0-3-8,8=356/0-3-8 Max Horz Max Upl ft7=507(load case load case44), 2=407(load case 3),8=-324(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=52,2-3=-167,3-4=29,4-9=-79,5-9=75,5-6=-6,5-7=-159 BOT CHORD 2-8=89,8-10=149,10-11=149,7-11=149 WEBS 3-8=-129,4-8=-324,4-7=-262 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connections)is delegated to the building designee j 3)This truss not designed for plaster ceiling. Span/deflection ratio less than 360. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 507 Ib uplift at joint 7,407 Ib uplift at joint 2 and 324 Ib uplift at joint 8. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. I LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54.0,2-3=-54.0,3-4=-54.0,4-9=-54.0,5-9=-54.0,5-6=-54.0,2-8=-20.0,8-10=-20.0,10-11=-20.0,7-11=-20.0 Concentrated Loads(lb) Vert:4=-274 9=-111 10=164 11=107 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=48.3,2-3=4.7,3-4=4.7,4-9=4.7,5-9=4.7,5-6=98.4,2-8=47.2,8-10=-10.0,10-11=-10.0,7-11=-10.0 Horz:1-2=-58.3,2-3=-14.7,3-4=-14.7,4-9=-14.7,5-9=-14.7,5-6=-108.4 Concentrated Loads(lb) Vert:4=553 9=272 10=-348 11=-186 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 e Uniform Loads(plf) G�v�• ARg�n Vert:1-2=97.3,2-3=53.6,3-4=53.6,4-9=53.6,5-9=53.6,5-6=98.4,2-8=47.2,8-10=-10.0,10-11=-10.0, 7-11=-10.0 Q; Horz:1-2=-107.3,2-3=-63.6,3-4=-63.6,4-9=-63.6,5-9=-63.6,5-6=-108.4 F Concentrated Loads(lb) o.4 3 t Vert:4=553 9=272 10=-348 11=-186 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) OF ' Vert:1-2=97.3,2-3=53.6,3-4=53.6,4-9=53.6,5-9=53.6,5-6=147.3,2-8=47.2,8-10=-10.0,10-11=-10.0, Q 7-11=-10.0 •' O R% Horz:1-2=-107.3,2-3=-63.6,3-4=-63.6,4-9=-63.6,5-9=-63.6,5-6=-157.3 <`•• ' Concentrated Loads(lb) �QNA . Vert:4=553 9=272 10=-348 11=-186 - - - - - PrLZERIRILLPATRTCf�y7 - Truss -TsypeJob -- - 971440 T11 ,ROOF TRUSS 1 �2 _TRUE TRUSS-INC.,JACKSONVfLLE-FL 32226_ -Dec 16 T99�ekTndustnes,Tc:Thu Jun 409-5UT6199>�Page' -2-0-0 6-1-12 104712 13 16-1-12_ 2-0-0 T 6-1-12 4-3-0 2-8-12 3-0-4 4x4- 3x4__. 2x4 4— -- - --_ --6 _- 3x5% '\ 8.00`12 3W W \W4 V(V W5 W1 V I� 1 2179 - - - -- C>1 10 4x8 11 8 12 13 14 3x6�i 8x8= 5x5:= 6-1-12 10-4-12 16-1-12 6-1-12 4-3-0 5-9-0 Plate Offsets(X;Y) j�0-8-0 tf040_=�4;D-2 4�8 00 0- - i LOADING(psf) i SPACING 2-0-0 CSI DEFL (in) (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 I TC 0.35 Vert(LL) 0.02 7-8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.07 7-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(TL) 0.00 7 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=240 Weight:271 Ib LUMBER BRACING TOP TOP CHORD 2 X 4 SYP No.2D CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 8 SYP No.1D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 7=892/0-3-8,2=362/0-3-8,9=1133/0-4-0 Max Horz 2=581(load case 3) Max Uplift7=-1037(load case 3),2=-268(load case 3),9=-1236(load case 3) Max Grav7=3706(load case 5),2=1897(load case 5),9=6391(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=58,2-3=-198,3-4=-504,4-5=-357,5-6=-9,6-7=-75 BOT CHORD 2-9=83,9-10=83,10-11=83,8-11=83,8-12=221,12-13=221,13-14=221,7-14=221 WEBS 3-9=-731,3-8=376,4-8=66,5-8=395,5-7=-561 NOTES 1)2-ply truss to be connected together with 0.131'x3"Nails as follows: Top chords connected with 1 row(s)at 0-9-0 on center. Bottom chords connected with 2 row(s)at 0-7-0 on center. Webs connected with 1 row(s)at 0-9-0 on center. 2)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI 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)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 4)Provide adequate drainage to prevent water ponding. 5)All plates are M20 plates unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1037 Ib uplift at joint 7,268 Ib uplift at joint 2 and 1236 Ib uplift at joint 9. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 8)Load case(s)5 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54.0,2-3=-54.0,3-4=-54.0,4-5=-54.0,5-6=-54.0,2-9=-20.0,9-10=-20.0,10-11=-20.0,8-11=-20.0, 8-12=-20.0,12-13=-20.0,13-14=-20.0,7-14=-20.0 Concentrated Loads(lb) Vert:10=-258 11=-215 12=-208 13=-208 14=-208 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=48.3,2-3=4.7,3-4=4.7,4-5=53.6,5-6=53.6,2-9=-10.0,9-10=-10.0,10-11=-10.0,8-11=-10.0,8-12=-10.0, 12-13=-10.0 Horz:1-2=-5812-3=-14.7,0 3, 31CA 4=-1 4.7 �w A9'C Drag:4-5=-0.3 QQ` IFI(,` T Concentrated Loads(lb) Vert:1 0=507 11=265 12=290 13=290 14=290 C NO. 0 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=97.3,2-3=53.6,3-4=53.6,4-5=53.6,5-6=53.6,2-9=-10.0,9-10=-10.0,10-11=-10.0,8-11=-10.0,8-12=-10.0, E OF 12-13=-10.0,13-14=-10.0,7-14=-10.0 •• p �� Horz:1-2=-107.3,2-3=-63.6,3-4=-63.6 0 R%V••• Drag:4-5=-0.36 �'•........ �\ :,. Concentrated Loads(lb) S�QNAL 0, Vert:10=507 11=265 12=290 13=290 14=290 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Continued on page 2 - _-- - - __ Off,— rely MILLERIKILLPATRTCI(— — Tob TT�uss TrussZype 971440 - -,T11 ROOF TRUSS -- 1 12 �' __-- L- :D-32 s Dec 1-6-f 3n7 KiiT�cTnaus nes, nc. u un�og-..5"Mn--Fage2 TTRUETRUSS�IG-,JAMDNW-M +-L.-M226- LOAD CASE(S) Uniform Loads(plf) Vert:1-2=97.3,2-3=53.6,3-4=53.6,4-5=53.6,5-6=53.6,2-9=-10.0,9-10=-10.0,10-11=-10.0,8-11=-10.0,8-12=-10.0,12-13=-10.0,13-14=-10.0,7-14=-10. Horz:1-2=-107.3,2-3=-63.6,3-4=-63.6 Drag:4-5=-0.3 Concentrated Loads(lb) Vert:10=507 11=265 12=290 13=290 14=290 5)User defined:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54.0,2-3=-54.0,3-4=-54.0,4-5=-54.0,5-6=-54.0,2-9=-626.0,9-10=-626.0,10-11=-626.0,8-11=-626.0,B-12=-626.0,12-13=-626.0,13-14=-626.0, 7-14=-626.0 Concentrated Loads(lb) Vert:10=-258 11=-215 12=-208 13=-208 14=-208 i II YWNigpk�y aV. CAR9i No. 0 EOF .;� � NAk. riNM1,Ml�INpM� __ — - - fly MTLELRXILLPAT lc I( — -- "Doti-- Truss__--- -�-rss'fype - O� 971440 T12 IATTIC I2 `2 -TRUE TRUSS fryr - --- — -I4D-32s Dec i t?1997�ekTdusTne�nc. �cun 04-0930:3 1 J9>�Fuge e:,7ACR56NVItCE FL:3222fi -_2-0-0, 5-7-6 10-6-0 13-2-1316-1-1219-0-11 21-9-8 26-8-2 32-3-8 34-378 2-0-0 5-7-6 4-10-10 2-8-13 2-10-15 2-10-15 2-8-13 4-10-10 5-7-6 2-0-0 6x6= 2x4,= M 2x4= 1 2x4 5 ---- 1119 -- 7 20 11 _ 4 T 1x4 i--- 8 7x8,1 7x8 �:1I 8.00';T2- 3 VO 9 W4 W4 -al`I 10 2 $2 - — o B.1 � — b 1 1312 4x8= o 4x8-= 18 17 16 3x6 I 6x8 -- 8x8- 8x8- 6x8 3x6 5-7-6 10-6-0 21-9-8 —"T_26.8-2 27-6,-0 32-3-8 __ - - 5-7-6 4-10-10 11-3-8 4-10-10 0-9-14 4-9-8 PTate Offsets(XY) �3 6 �0 43];j9 0�0 6� Ti50�8 OIT6 0-3�0-6-Oj T _-_ _ - LOADING(psf) SPACING 3-6-0 CSI i DEFL (In) floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 1 Vert(LL) -0.32 15-16 >999 i M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -0.51 15-16 >646 1 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(TL) 0.03 10 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL defl=240 Weight:521 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP SS TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 8 SYP No.l D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 JOINT(S) 19 REACTIONS(Ib/size) 2=3087/0-3-8,10=1263/0-3-8,12=2570/0-3-8 Max Horz 2=1 036(load case 3) Max Uplift2=-1285(load case 4),10=-1179(load case 3),12=-1466(load case 2) Max Grav 12=2983(load case 7) FORCES(lb)-First Load Case Only TOP CHORD 1-2=107,2-3=-4617,3-4=-3988,4-5=-2805,5-6=546,6-7=438,7-8=-2913,8-9=-3837,9-10=-1700,10-11=107 BOTCHORD 2-18=3776,17-18=3775,16-17=3775,15-16=2949,14-15=1321,13-14=1321,12-13=1305,10-12=1305 WEBS 5-19=-3630,7-19=-3630,4-16=1671,8-15=1206,3-18=62,9-13=-3164,3-16=-1043,9-15=2055,6-19=265 NOTES 1)2-ply truss to be connected together with 0.131"x3"Nails as follows: Top chords connected with 2 row(s)at 0-9.0 on center. Bottom chords connected with 2 row(s)at 0-9-0 on center. Webs connected with 1 row(s)at 0-9-0 on center. 2)This truss has been checked for unbalanced loading conditions. 3)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCIIf 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 4)All plates are M20 plates unless otherwise indicated. 5)Ceiling dead load(10.0 psf)on member(s).4-5,7-8,5-19,7-19 6)Bottom chord live load(40.0 psf)and additional bottom chord dead load(10.0 psf)applied only to room.15-16 8)This de has been connedesignction for b both TPI of 65 Crusand to bears 9 plate plating ofwithstanding1285 Ib uplift at joint 2,1179 Ib uplift at joint 10 and 1466 Ib uplift at joint 12. a. LOAD CASE(S) Standard I' W1lduisp�r� j V. CAA d . R Q`;�Q,tIFiC• C No. 0 a_ 9� E P,: �O R• NAL ' p1M1[IINIIkI!µ Job Truss Truss Type Qty Ply j MILLER/KILLPATRICK 971440 T08 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Wed Jun 03 15:23:18 1998 Page 1 9-0-0 10-4-12 9-0-0 1-4-12 4x4= 2x4 11 4 5 �1 8.00 12 34 i 3 W1 2 1 5x5= 7 6 1x411 5x811 10-4-12 Plate Offsets X [2:0-4-12.0-0-131, [4:0-2-4.0-2-41 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.01 7 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vert(TL) 0.06 1-2 >412 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) -0.00 6 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL deft=240 Weight:70 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-6 WEDGE Left:2 X 4 SYP No.21D REACTIONS (Ib/size) 6=376/0-1-8,2=484/0-3-8 Max Horz 2=515(load case 3) Max Uplift6=-351(load case 3),2=-300(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=26,2-3=-343,3-4=-28,4-5=1,5-6=-34 BOT CHORD 2-7=275,6-7=275 WEBS 3-7=100,3-6=-293,4-6=-140 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI 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 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 351 Ib uplift at joint 6 and 300 Ib uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type QtyPly MILLER/KILLPATRICK 971440 T05 ROOF TRUSS 3 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Wed Jun 03 15:23:10 1998 Page 1 10-4-12 r 10-4-12 2x4 11 4 8.00112 3x5 i 1 3 W2 f 2 0 1 5x5 6 5= 1x4 11 3x4= 10-4-12 10-4-12 Plate Offsets X 12:0-0-0,0-2-11,f2:0-4-12,0-0-131 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) lidefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.03 2-6 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) 0.06 1-2 >412 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 5 n/a BCDL 10.0 Code SBC/SBCCI Min Length/LL deft=240 Weight:63 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-5 V1 EDGE Left:2 X 4 SYP No.20 i REACTIONS (Ib/size) 5=228/0-1-8,2=318/0-3-8.6=317/0-3-8 Max Horz 2=567(load case 3) Max Uplift5=-290(load case 3),2=-300(load case 3),6=-325(load case 3) I FORCES (lb)-First Load Case Only TOP CHORD 1-2=26,2-3=-51,3-4=-0,4-5=-147 BOT CHORD 2-6=41,5-6=41 WEBS 3-6=-216,3-5=-49 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 290 Ib uplift at joint 5,300 lb uplift at joint 2 and 325 Ib uplift at joint 6. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard I I I Job Truss Truss Type Qty Ply MILLERlKILLPATRICK 971440 T04 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Wed Jun 03 15:23:08 1998 Page 1 9-0-0 10-4-12 9-0-0 1-4-12 44= 2x4 11 4 5 I I 8.00 F12 3x5,1 3 W1 •�� 2 0 1 5x5= 6 1x411 5x8 11 10-4-12 Plate Offsets X [2:0-4-12,0-0-13].[2:0-0-0,0-2-11,[4:0-2-4,0-2-41 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.03 2-7 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TL) 0.06 1-2 >412 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) -0.00 6 n/a BCOL 10.0 Code SBC/SBCCI Min Length/LL deft=240 Weight:70 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-6 WEDGE Left:2 X 4 SYP No.2D REACTIONS (Ib/size) 6=235/0-1-8,2=323/0-3-8,7=302/0-3-8 Max Horz 2=515(load case 3) Max Uplift6=-265(load case 3),2=-335(load case 3),7=-317(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=26,2-3=-59,3-4=-27,4-5=1,5-6=-34 BOT CHORD 2-7=48,6-7=48 WEBS 3-7=-203,3-6=-30,4-6=-134 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 265 Ib uplift at joint 6,335 Ib uplift at joint 2 and 317 Ib uplift at joint 7. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply MILLER/KILLPATRICK i 971440 T10 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Wed Jun 03 15:23:24 1998 Page 1 10-4-12 10-4-12 2x411 6 5 i 9 II 6x6 i 8.00 12 4 1x4\\ 3 W 2 4 2 0 1 4x8 8 10 11 7 3x4= 46= 10-4-12 Plate Offsets X 2:0-1-11 ed a [2:0-4-12,0-0-131 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) -0.22 7-8 >297 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.17 7-8 >381 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) -0.00 7 n/a BCOL 10.0 Code SBC/SBCCI (Matrix) Min Length/LL deft=240 Weight:68 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-10-4 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at mid pt 5-7 WEDGE Left:2 X 4 SYP No.213 REACTIONS (Ib/size) 7=278/0-1-8,2=351/0-3-8,8=356/0-3-8 Max Horz 2=584(load case 4) Max Uplift7=-507(load case 4),2=-407(load case 3),8=-324(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=52,2-3=-167,3-4=29,4-9=-79,5-9=75,5-6=-6,5-7=-159 BOT CHORD 2-8=89,8-10=149,10-11=149,7-11=149 WEBS 3-8=-129,4-8=-324,4-7=-262 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,the left is exposed and the right is not exposed. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)This truss not designed for plaster ceiling. Span/deflection ratio less than 360. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 507 Ib uplift at joint 7,407 Ib uplift at joint 2 and 324 Ib uplift at joint 8. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. I LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54.0,2-3=-54.0,3-4=-54.0,4-9=-54.0,5-9=-54.0,5-6=-54.0,2-8=-20.0,8-10=-20.0,10-11=-20.0, 7-11=-20.0 Concentrated Loads(lb) Vert:4=-274 9=-111 10=164 11=107 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=48.3,2-3=4.7,3-4=4.7,4-9=4.7,5-9=4.7,5-6=98.4,2-8=47.2,8-10=-10.0,10-11=-10.0,7-11=-10.0 Horz:1-2=-58.3,2-3=-14.7,3-4=-14.7,4-9=-14.7,5-9=-14.7,5-6=-108.4 Concentrated Loads(lb) Vert:4=553 9=272 10=-34811=-186 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=97.3,2-3=53.6,3-4=53.6,4-9=53.6,5-9=53.6,5-6=98.4,2-8=47.2,8-10=-10.0,10-11=-10.0, 7-11=-10.0 Horz:1-2=-107.3,2-3=-63.6,3-4=-63.6,4-9=-63.6,5-9=-63.6,5-6=-108.4 I Continued on page 2 _ �' Job Truss Truss Type Qty Ply �MILLERXILLPATRICK 971440 T10 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Wed Jun 03 15:23:24 1998 Page 2 II LOAD CASE(S) Concentrated Loads(lb) Vert:4=553 9=272 10=-348 11=-186 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=97.3,2-3=53.6,3-4=53.6,4-9=53.6,5-9=53.6,5-6=147.3,2-8=47.2,8-10=-10.0,10-11=-10.0,7-11=-10.0 Horz:1-2=-107.3,2-3=-63.6,3-4=-63.6,4-9=-63.6,5-9=-63.6,5-6=-157.3 Concentrated Loads(lb) Vert:4=553 9=272 10=-348 11=-186 I i I I I i 1 3 3 � S t }C } f RS + 4 r TOP CHORD TOP EC RD DIAGONALBRAC � s rti ,fir MINIMUM LATERAL BRACE 5F'ACI14G(DBS) SPAN PITCH SPACI1146(1-136) #trusses U to 32' 4/12 8' 20 15 Over 32'-48' 4/12 6' 10 7 W Over 48'-60' 4/12 1 5' 6 4 r $ 1 Over 60 See a registered professional engineer r w COntInUOUS Top Chord Lateral Brace—� _ Required 10"or Greater z {° Attachment Required Top chords that are laterally braced can buckle togetherand eausecoliapee if there is no diago- nal bracing.Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. PITCHED TRUSS' a TOP CHORD MINIMUM TOP CHORD, DIAGONAL BRACE PITCH LATERAL BRACE SPACING(DBS) SPAN DIFFERENCE SPACING(LBS) #trusses] SP DF I SPF HF U to 28' 2.5 7' 17 12 Over 28'-42' 3.0 6' 9 6 Over 42'-60' 3.0 5' 1 5 3 Over 60' See a registered professional engineer Continuous Top Chord } Lateral Brace Required 10"or Greater Attachment Required 3 Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing.Diagonal bracing should be nailed to the underside of the top chord a�when purlins are attached to the topside of the top chord. cx^ . SCISSORS'TRUSS r I t i d, z r r i MECHANICAL z rr s 4 INSTALLATION, x r x M� Lifting devices should be connected to the truss top chord with a closed-loop ' attachment utilizing materials such as slings,chains,cables, nylon strapping, ,= ` etc. of sufficient strength to carry the weight of the truss.Each truss should be ` set in proper position per the building designer's framing plan and held with a the lifting device until the ends of they �� truss are securely fastened and tempo- racing empo racing Is Installed GROUND BRACING:BUILDING INTERIOR GROUN BRACING: BUILDING EXTERIOR " GBpTop Chord End Wall Plan LBT _ Blocking \\ / Gro `` GB /' i Yj\\ \ Ground Brace ertica To Chord V _ — Verticals(GBV) x race �\ Ground Note:2nd _ � t TORCHORD TOP CHbAb DIAGONAL BRACE ' MINIMUM LATERAL BRACE SPACING(DBS) ,fi ' sP SPAN PITCH SPACING LB #trusses SP'/DF I SPF/HF �� Up to 24' 3/12 8' 17 12 Over 24'-42' 3/12 7' 10 6Rr Over 42'-54' 3/12 6' 6 4 � Over 54' See a registered professional engineer Y Continuous Top Chord Lateral Brace—� Required Top chords that are laterally braced can buckle togetherand cause collapse ifthere isno diago- 10'or Greater ?x nal bracing.Diagonal bracing should be nailed I to the underside of the top chord when purlins are attached to the topside of the top chord. Attachment Required vz MONOTR INSTALLATION TOLERANCES, ¢a D(n) D/50 D(ft) 3 S R 12" 1/4" 1 112" 2' w�: 36" 3/4" 3 48" 1 4 ' ;w . 72" 1-1/2" 84" 1-3/4" 7 108.. 2.. g u a f ez L(in) L/200 L(ft) ! L(in), L/200 L(ft) 50" 14" 4.2' 2001 1 116.7' 1/2" 8.3' 2501 1-1/4" 120.8' 150" 3/4" 12.5' 300" 11-1/2 25.0' 1 ' TRUE TRUSS, INC. 10411 Alta Drive Jacksonville, Florida 32226 TRUE TRUSS INC (904) 757-7500 ' FAX (904) 757-7336 December 11, 1995 Builder, Truss Erector, and Building Inspector : This Packet Contains Instructions for the correct handling, installation and bracing of trusses and should be Read Carefully before beginning work. The following items are con a ed in�tiss� packet : 1 . ) Copies of the Engineer Sealed Truss Specifications and a Truss Layout for erecting Trusser this specs is job.- 2 . ) Engineer Sealed Master Detail Specifications to meet General Conditions . The o owing Truss Sp�f'ications may or may not be applicable to this specific job. If in doubt as to the application of any of the following Truss Specifications contact True Truss, Inc. at (904) 757-7500 . These specifications are applicable only to Trusses Designed, Fabricated and furnished by True Truss, Inc. Warning Attempts to use these specifications with trusses designed an fabricated by others could result in truss failure and serious injury. Drawing Number Date Description a. ) USR 732 95101610 04/13/95 17 ' Garage Door Header, where the truss bearing on it is a gable end truss or hip trusses . b. ) USR 732 95101611 04/13/95 13 ' Garage Door Header, 777e–re the trussearin�t is gable end truss or hip trusses . c. ) USR 732 95101612 04/13/95 9 ' Garage Door Header, w i –tthe truss bearing on it is a gable end truss or hip trusses . d. ) 15830 01/09/95 Hat Detail , where due to height Rev 2 the trusses are capped. This design meets wind speed requirements up to 110 mph. e . ) 16431 10/30/95 End and Corner Jack Detail, Rev 1 for pitches from up to 2 . -QUALITY TRUSSES AT AFFORDABLE PRICES- f . ) 16767 10/30/95 End and Corner Jack Detail, Rev 1 or pi.tc es from-77-12 to 2 • g. ) 19216 10/29/93 Gable Truss End Bracing Detail, This Design meets win spee requirements up to 110 mph. h. ) LB - 420 12/01/95 Optional "L" or "T" Bracing Rev 3 Detail, used in lieu of lateral racing. i . ) 958, 849 06/12/95 Cracked or Broken_ Web Repair, Rev 1 'This repair lies on y to single ply trusses with damaged webs of 2"x4" size; fabricated of #3 southern yellow pine and limited to 2 repairs per truss . " j . ) 962, 671-C 09/20/95 Table of Minimum Truss Bearing, based on type lumber use and reaction at point of bearing. k. ) 962, 702 09/19/95 Shaved Vertical R-Web, repair at a vau t . 1 . ) 962, 767 09/26/95 Bottom Chord Filler, repair 7777177 . m. ) 962, 782 09/28/95 Altered Vault, vertical repair eta=- 3 . ) .3 . ) A special notice on avoiding lateral bending when installing trusses . Excessive lateral bending when hand ing or installing trusses could cause truss failure and result in accidents or injury to workers in addition to voiding Truss Warranty. 4 . ) A Warning Notice from the Clary Division of Alpine Engineering regarding-handling Installing and bracing wood trusses . 5 . ) Truss Plate Institute HIB-91 summary sheet with recommendation ns mor properly handling, installing and bracing metal plate connected wood trusses . Sincerely, Oliver L. Dixon President OLD/jpd 'F G C- 962. 702 c o rn a F- UwLU -0 ~ v co m \ o v F Ln E n O LL U. W Ln w N O a S a0Z O wU " In c7 WC9Q J = Z ? ¢ ¢ F- H Uma — F- a J N LL. F 3 O CC O O W } a w < ¢ N• LL OpVp m � Q O ❑ m wm N uj F- J C7 a U LL 4. W Lt. LL Q — � QJZ ww > *kU � Q = � � cc n a a a a a QLDm -, < C7Z a (nn cwiw UJ uw r. w O O O O O tt) F' Nw JCCO N ¢u ¢ U J ^ N Q 0 0 0 >j Z Q u ¢ m II 3 U i- m 0 0 r r" Z N r O O m Ow F- CC ~ N co ~ =a z < - U J F- N to w F- Z v m t co ~ O a : Q U J N N w y w 11 11 J J J J J LL U < Q :)Z (D ON O 2 O + O + J O O J It t m F- W � Q �janLL0u Q - F- t- m m ❑ t LLOp = om ° JU. Nw + 0 + T 02Qfn0 WZw 0a 'r jn 1 WXKy U F- m M LL2ZFN � OS2d (na0 wcQ W LLOU � o CCJ — - x In W N w U Z C7 d m Q + `O O + .O C N a Z w U L l 0WW � ZN ° o ° a cc -j o + o _ a LL W 2F• MZ ~ � N m LLUw CO C:) - N _ w ° O G. N Ln UJS (nia2: 5 CC JN F� N > < SHF- 0 ZCC II az as ` Q ° Q cc J ul W UI Q in F- W p^ N C7 VI ^ c = crLuw yJZwn Z dCwCZ c`i n I W b a 3aQ � ° m J J w Z N 1n Q W Q Z O U W <ur'- z c r T N• y 9 ' < zQ � LLZ2Z O U < 0 zc �cc U. w4� I� ; a = - _. U N n O w Z ? _ $ w - 11 _ = W < a < m < a W Q2Q NtnmS N F- wU Wcn W wZ Z n J w z aJ 3' • T. -w i _ W K J U �- Q w W F- W ' Z U Z u' • s _x _ <a p LLZ � n. F- C7J S a y � Q a ° - Z gW Q wQ O wOQ J Q m wppO-j z Om nJ. SZ ~ Qtmncccc < X m ° < Qiin ZZ ° 11 m0 F' 0 C`U. ° = w 0 W > NN Z Q � JLL OoUo C' NJ < Q J W F- N2 < CCo LLI LL � J0 0 � � � - LL m S r' NQ J a > O < 9 QN yojJSQ II � a8 cc 0Z Q W oFS2Z 0. CC < m JS W NjS � ZS (n � E W Z W Co W "1 Cc F- CCF- N C7 S F' = wU Qw w(D ZF_ C` � ui Z_ O_ OQCOF' QF- � aSOp D ?� 0Z < WCC m W W LLwtn0 � LL � Q � 'S 's _ : <c LU N 0 O — _m cc I C70 Li > 0 J a O p CC QLL Z W _ - a- WZ u- L) O LL UJ > < ° (7 W QQ �} OWZW Qca � 0 � ' OZa� X W Q W Qm LLCm7H � � LLO (A N [t CL O O 2 JQ L � mO N � a � U � NZ uaZtAr- < x2CL CL Z2 cr— 0 W Y w Cc ~ QO XN < 0 ° _ 07 F--� ►�-a S .'� = $ � = w CL F- SQUCo SU aL) 0 r2w10w wUZ K LL < Q Z N W Qm O — SCO ` O O J CCZ wm ~ wUX V ~ Z � � cc0 ~ ^ NF' OF- Q W � .� LL W a. U Sa wWLI) 2QaM CE (n O QQLLJIw p � 3 �ZUJ F- � N > � Q W JN W (n = LL �- LL N In w fnUwSin - > ; o w N (n UUC- (n J LL1a NN OY< F- t' 0 0 Q w N < N W O F- F' > Z ° Q J m O Q Q J Z CLu cn C U Q > a C7 > 0 � w W N00 a maO QOwC•• Z QS Q min = wm p � 00 � 0 � � � Cr LL; NZiQa � � � _' 0- m V N m ° wZ � 2 NQ V QULLW .- ZF- NN QwQ ¢ > 'ae m 2U wUNQQZ_ 2O Ci 0 < a LL � LL < UJ < F- L) - co � Z aCQiQ > � � a 0CwC Y JO Nwcc } O 00 Q Q U FS- FS- LL 2 • • Q CO U 4 Q 962, 767 Ln Cn h h 7 - Cn (D Z ., N D I \ N LL Co Q Y C7 m O m a U w W h ►~- O ¢ 2 W = O U Q cc cc m O O aM to O 0 0 N N LL LL LL LL LL F- as a a a a a .. w N Z ; O zv i ¢ z O ti w S V rn Q N F- U C^ O O a J J J J OJ lai 0 U_ cc J J U F' ~ _ u U U U O O m ~j F- m m H O T w W J W > lL cc � ZZ w Q -i O N W O Q CC w CL m Cr Z0 Cc W J O J �yZ J LL Y. a J O Q LL LU S O LL ¢ CCrNCL F- * * a ly Go aom ULU w I J U J ~ O W O LL NF- a <N ao " r a a0a LL 2Z 2 gu - daW CL L) ►- ¢ � 6o w' og 4 GOoC NQS Z N = � 4m�- � = WRQ -f O x Q W f- w W i z m m .. NW J W NQZ J •k H� u i Q ? <u a ~ LL. LLLL Q m a to www N m z_ z Nw 0 pZ,� SI m Z Z W O it - Q ¢ zLLJ8 " tea � 0 a J U1 0 * Q r a Z LLJ Z LL LL o f r) Z W W O Ca N O O O m cc 0 -j Z W a Q ~ F- U Q Q O N ` 'm 3 a _- Co . .4 QF- W Z Z m J ao w."�. � i t z� y� N W W J m W Q V a j e� V y W m v� u� o P > 2 a cc L) o LLJc� W } N � LLzy �aGz ` .. J V O LL O F- > L Q W U at ~ W c m a j < w w H W O F- W > U J � g " � odz � c z 4• cc Z > W O 0 O LLu Cc i � h W W Wry > � Co U' LL W > = 7 W 0 Z JU t9 }U Z U' Z N * o d J h Q LL cr Q LLJJ O W O w W a d h LLLL W m 0 LL H U H W N i OJLLhin 8 N7 �. OmJ V m a 2 W a W z f ' W CL O LLLL F- O100� � W 0pZZN O 11J O O Q U 'O o � `uuwx � 9v+ ' 4 ZM � O Q V WQ0 = W F- � F- W 0 LLm zwa � z W JOOJLL OJQ '- U V) m -, 0 J d" oumicix K LL < > i QHFUCo a aZO =� UZ L Qui YU = UtLL.L 0-4 = ¢ o O S LL 2 V O F- Q OF- ~LL cn00 O W OmOYLLI� = u LL W W LLmF" W ~ JUQOQIL • LL !n � Ua W JF-' Jm M Wmm0W < Go • 0 a Z N J a Q (L W O m d W O W J „�� O a h W � XLLtoZ W jccCL ZUO Z LL LL CM U) tAN O W = LLOfn 0F' W Z W Cr _ cx O x 0 0 0 W W Q Z J Y 0 V F- O LL = O >- C) Cr W J '� a~ m Q M O a W oo vivm J W N JN Oa G NJD JF" ZmZ � -j m S V W La 'a J J J LL GLU ccLD O JOO � � O Wa2Q0W QW 000WcCr0E- d' UUU OO W � aUZZ -j JoO LL LL.LI. 0 Zo^ a F- F- F- M F- O N -0j � � N • C7 • • �f ID - -ry � c c C 962. 782 Ln m a, t rn X m m m NNw2 HN W V NS d Q om, N. � UW3z O Wy3Z jF- i (M m U cc OW Wya -u ^ z WjaI F- 3 � N p ° Q a 3 0 0 a Q O O a UN UmaJ SZ NLL W OLLOOF- N Mi 2 OLLCOO W ~ a M W Q IM > 00 020 F- O OOUO m � - -� Q O ❑ m ��oN�Ja D F- Ua �Z m ou UL LL u. LL LL >° ao°CaLL 4 J > LL o �= a 3 � � a a a a a <W O w < S Q a N m J a (.D z < W - CD F°0 -_j ¢ jZ F-NR -im] Z NN w N O O O O O ll� myOU�¢ O W N Uvmo C7 z ¢ aU a O r� O O r� Cll W ~tA7� K 3� m NoQ Q w0 LLLL W C'U ti (1') a-1 3WOF N JOW WF- N O m ~ > J3~tW yNuwi UF-Q y Ny WLLJ -� F- OU I HW z] (DCOCN F.,W Om� N O '� � m n z J J J J C LL O K Cc 0r-ZZ LLJU >MS 00a^CO (6 � Q o + V J ❑ ❑ J U U U U O D i 0 ZOct 0w<LL O� Nz ?„ Ow<LL U) a. cu ►- m m I.- o oN33 �z WXQ3yWUz � 3 00 . < 3:> W O&xLLON -u Lu. HO o + -r- Sa _ o wU.Q N m o U 22 m W z N a d U m S N O z M �0 <X0 < 00 �WO <XN < 00 ¢� O + o \ wNW o 0 �3�Wttfdo , o z WmU Z \ \ SNNNNOOW ImL2Nnmz Wow Q 2 < G + �� O X LL o O S a Cl) W� N O-, Y 2 O O m N F N m O O T 1 M \ 0 -j <M03F- OF- m ~ < cc W a S 002 + O \ 4-�3 O _j wa 3 w Q w x <_jzm < SSmxS ¢ _jzM F- F W m N U a Q 0 W a ;N U Q <o m N 2 J w 2a. o ~ m N WQ<N =, W =� `N ¢ W Q W N e- M N co i � \ZQ�LLz2z r.F-zQ ^ wZmZ K UUO c7 N zm o ¢ - > <� m < vI a 0 LLcc U O W LL¢ J Q W NEl J IL W v w z0E- - z LL NOwo 77 " N minw _ y - �i w a Q > O < w O W Z 3 0 a>'m < > N Q O Wo C H 1 Cl) CCZ yci < c 5 �U! LL CL Wui cc Q O F- W N W �-. N m X Q v < N �J LL wF" Z LLwLLNN cu = o=' O =3 N W N > > .r 0ZS w .culto LLJ = O ¢ NO�O v O cc CL X co occ aacm z ZZma Joc°�oo3a n WSmu= L y ° o a _ >LLU. It ` m " = -' O yQ Q O JN >mJJF-Q =1 z WO} . Zm < oz QU <oQ� Z LLJ UW cc > NzUCC CLI .. wc .n a i',IO� Z 0 ?0 ¢ FS- O <.ipy ,=U LLLL C J dUW F. O � mLU CL Iz Ow O>w L x9w � < W 3Z2 w 3� N�JU CIU OC S ?_ �y� £wZCc j WmU JLUD u uocm ¢z c9a F=- OOa 33$ UFwpOF-C9J �� 11 _ * o= oo_W 03 3yO .- � I...� O < ��zON7ha- o + 3 N - CD LU WS NOQ Za CL F'w > NOO' ¢ O COF-et N N Q > > U 0 Stcc LLQo3fO (D N ~ o'�cCy W Z 2 w2 Co W> w Ow yn�z + T 2Z F'�O� U 7 J3 W QU w0ZaSNJ UJ . z20 -0 ONuQ. U <3 ONQ M Q � � z %Ia dcr. Z �1 w ?O Olay fV am2 U <V LL0= Ld O I.0 W< u Q3 < LL � LU 2 mcc u aW �zN W Q0O \ \� Q b . . .4 _ = 0 .. J d11 931m (-, mO � Mtu N ¢�_N UN + _ N O Q zd NJZF, Mo _ OmJ CC V) Qw N U � z W Na USm2 2z < LL Nf7 LL ' w mz Q0wF- ( Oau wN N N K � z N�oN y W 3� LL UJ N W W<0p U l \ W aF-N S Z J� NSO ><Owz N II NN Ua 7Ocn � � WJ *;WF¢- z WY � aWa _ — — _ — � J d LL W ¢ 4 a J S a W 0 F¢ Q cc Lo m 0 3 3 U Z �_ µ��u1 * N < N 0 W F N D O U Z J 3 3 V W a LLI cc �F. Q-jw0 X Z F- U � N + S zQ '-N (7UlaL. -�Fa„ Ow �cD 03 LLJ �Z OF3F 2 M Qt<L N `N d 2O J Jz Ni zo�- Q ¢u �>3° . . . a a] N 962,671-C Ln N 1 tp .� C n y O U- C:) � J M N <O �D O � y � W U- F— I 0aa..0 NO w a ¢ > L,C'4 C4 cn w 0L¢ip~ ¢ o o m mLA 7 � (L C)0w Z Mw uj 2 w�z¢ N U U m a S 0 cra 2 z O � LLA d 0 w 55 DammLU p z ft (n ¢ ¢ O Z O <pN a a 0 w � c9Lx N 3 vxi =�0 Z m 0 » LL LL = zF- �en o vaivaivai oo = CL cn z � m �x W z LL O U ¢gw w m < m N �m � � #p u U ¢ J G w C Y) f N� W:} < Z 3 � Lep xzx w W O cn N t"'1 M N N a' CL Nin cnp 3 O M 04 04 MN N J pzwm Z Wy j U) }J Ja. x5 �5� 0 m� Z a ^ 4 �z4b1�$ CY w V z Co Q1 s W VI v = Z f') N N N N N w w=J p.1 W W x �� a5 � LL wm O m 8 m w<z w W W-Z 0�� ^ a Z U) w ti L.�jti Lin ^c� p ¢w�Fx lY �i�31 i4'og : : o N r- N 0 NN w .i f-CL LL r � ri ¢ eGu Q _ w _ Ll- co <i p p O N w } Ln L in - m a N NN N .- V) NN F-Xp0 WO ri $ zZa� a o Q 'y � � = 4 �y b W � p a L° N N� OvoL p � U) m 3 5� 3 �' €� z }, 8 A8 n �QQ m< � z w m^ N z mZ00< N O N a w LL= z p a ak a! QUI � U�JI�- 2 jp3YWbr� � i N m, �Opi u#i ON mJ=<W f- b i� � " i o 0 < Z � .ND 'V .lam- .�- .-°° (J) U) 2LL~= � m yyy w c =gF5QZ ? �=W " W0V < _W ^ yy�1 u y V J Z w w G O Za �U0WP- LL d � Z �Nd¢b�a � NF. wZp�m w S � 3 ^ `W _ m J x _Z W )K R Pt ac w2 ¢� u)�Z aLi z � �� "�R8 �1� 4 � �iPt ft� i F- O <w¢ 0 w `�, , � �Q r- r- WO LL� �o� iii z a 4 ` so . LuU- Naaw v ►— o�tugS� � . ww ww`n� z� t O p ui xx wa �—V, Fx'0w� �4� Uzi wa' Z ^w UU .N QLL O ZZj (N/! p L� LIa z H iSrgwyy+ � a U) aC¢ ¢a O — poz UUU O * � : ' D o'� z 55 N� Y x< OW <_ UWM� LL LL W F W zNp wa' J W W Om ~f"Q }� cn z Y J J LLLL Q zz E-2 §} mJ0 O �' 27 = o JL,, J as v0 ¢ m as F- 0 Z m ¢ ae¢ cn0 ¢ wLL z 00 F°' a LL -1 w www 55 UU u�w LL zwviJo z ¢ w0 2-L a.zzz » M wz wix' w(XU)�w UU)) co a y°� o00 00 w as x} xwo x N x p U) fV W U) U) pp x U) (n F-m f-aZz,H < f- j z U • ;o .-m w � L L Z l n u � .illli,/j%I ♦ •. �� LU cc: scr. O: Gn ate+ O � U O 91 ❑ (1) 0 8, w o Q U > 3 N � Z ca ° `o O J V "- ~ Q Z e° o N x LL cc Z W to .[ x u_ OO OLL UJ V OC cr p-.� o. � N W y � � ^� N o o c J a w �Q %D. O a W Z ` . 4U„ aS M Q O OC p r O W = �O/ W W W Win p 0.ix LUQ •� W W W W J J W J C' W _ S S x •� [ t- t• Q Q Q J J � C C C W W 1' f- W 8 8 8 p p co W ixy Q Q q p t- y y y O O O U U J t- x z = O F- C O LW ui LLJ LU a a a oe a ¢ > > w 0 oc cc w o< ae W O W W O ti CD 0 z z p - ac °° > w ..+ H O Z C Gc N J m O y OL Q O It IT Ir u\ \ \ Q O OU C J 3 W N W > c0 J W 4" C O Q 6 W O Y T� W �+ C cd r r r O % N 3 u -i O U W •O N W Q Z Z Q d C Y U J O x W W C7 O U Q 0 Cl U ti .2 Lnin in Vi Ln to M Ln Ln in u� Ln Ln Py P P P P P P P P P P P P P i w w ^ P O o P o y H 7 7O M M N O N N N .t .t O O P '0 P P P P O O O O O O O O O O 7 C O N _ N N U w C K W W cc y O_ N OC W O O O no r r r r V V V M = In In of O O O O U P P Z MN N MN _ O v r- O co ,O Q V) C W Ln N N N N p = (A �O +O P CL U P P P P cc U. USR732 95101610 0 n Ln to M I cno � � m � y N U oa m L1 '" 1 Qn O w rn Z O0 J ^ o rn Q s cn NU cc tn(n jv 1-0 O @i( M w Q ¢ i- to O C9 I- Z J to to ¢ 0 0 m W "0 w zZ LL LL LL LL LL m N 0 N Z Q Sm a a JJ 0a s n . a s C3 O U Q. ¢¢ to `-4 ►r Z LLD O O W a o wa; n o Q.a. Ma00ootn NU H Z m O Z 00 ^ N N p O o X w w --' Q O (UOLD J N 1.-0 1 O x x O O7 Ql Ln H (n O^ Q (n Gi H H cr U C9 Q m O O O `� to i-F- a H tCI Q C=J Q Q Q �"'�� J J J J OJ Li- z ►Z•+ J O O J • U m X fv) U m 00(.9 OF ~ JO CC CC W W U U U U 0 0 a z .4 z aw as m u Cc > a av0 m " (~n" ¢Q U U 3 N, w 1- o rn LL J 1z m m a ak I torn(Dzm" O m "a. x ¢ z-- •aa=) z o > »- v \ o O--tnzom Q I wm0 mm L0 W U LL f- o O z a O W cc to o U -< •w o F-to w w x n \ zrno—vo ~ u �= as ucc Q z-• .¢ ¢ z xw ¢¢ o- OOW>- W m mm X Z U LLOJ x Z( nH wW v cc LL. a " I- 0 0 0 ¢ w DO mm flm LL....WQLL U J ¢z Lo Q f^I--.--ZO Hz OO x $ e y a ¢ JmF-(.9J¢ O J Q F-f- cna z O M-jw" O W W MU U =) --tnO O Z 00 r' O WQO Z Q ml- ¢mF 22 = z = F- w UOWw W a I-r, CO = j to ¢ OtLoJ(n00 X ¢ UU ►" W >�� •N2J O Q W W h z = LL O J C9 01-U U W L- CL - - ~ W ¢a¢¢HZ W J O Co CC aOCIO F-3W ¢ U Z 1-m - - - - - - - - T - -- - = o 01.6.c ~ to H z i W Q 1-4 No O OO e-�d Q mos J _ = wN Ln w 0 - rd J L a m Q LD - c� Q w c U mu Q _ U W o Q O F- 0 w _ O (n (n N ¢ W" F cc O X ►a _ ' g z U) Q. w 2D Q¢ •m L0 (n F-W CD-C X LU mo ZC9 r i u O C9Q QW XX Q S ~ WS ¢O Ln U e O S W¢ OZ * � aairi .. o _ m w W >LL W m (� H � ¢ s `° ¢ua z Z z - 0 0 Z O I-1 z o Wzzz z `< (= Z Q Q Z Ln Q m ` p W QFW ZN ¢ N V W CC V O x ww = s O O S Z �•+W W Q c ° U3 Z U <m O f- Q a mo a w < x - - = c ¢ QQ a ~ O (w.) Lo 1 m W Z vtn X X s * ` - N ZO O ..r _Ln N W fn w x CNn" OLo ¢ I=- x m s 0 W z rti m X LCI } an.a ¢ ¢x az a U m x � ¢ _ o in ch ch 0 0 (� v a =� en Lo XXX 0 1 ZS W0 1 Z Q a U LD U Q L QQQ w -'+WH >U N O �'...� L I p I Num ~ OOtn Q WW< Wf-WZ W CI- cc (, °1 ¢¢m ¢ (n JZ J(ntns I.- a m m COW Q am m¢ao �- _=3 L7 UQ- 4"U- J I-- o UU (.9m 0 L r- IL v -- tn O a0 ►+ Q I I Q I J J -� Om a a ^ cc 9 i USR732 95101611 0 o toto N CD —in � o mo (^ m m o v m cn U U .-,p I Qm O o r+ O O w ma v� U7 w O QQ n F O1 • CUU CL U7(n W W F- ; D =o m,m�, w a ¢ > J En Ln C= O O m �+ W Z 2 LL_ C- W LL LI_ z Q xm QJJ Na CL CL a a o U CL cc¢ ~ ~ n. O OOOOIl1 O En F- ❑ a cLL11 ❑ a a fh p O ~ ZO o 3 WW Q OCUOCD N cd J 0 Q W C 11 mz U U Q CU O W .. X rr ti Wo m as U Cc u (.0 o Q C) O O �- N 11.- E- �b, i N o ❑ a z a ►z� Ucfa az `=a o m J J J J J LL D _ J ❑ ❑ J • U CL d cm Y Y W CL Q ~ ¢ W CL • F- JO Q¢ O if (II U U U U O O 0- F- F- m m �- O N Z U ►-� m z I-- J W W Z U 3 > Q 3 ❑ O mN mCL Q 1.0 CC OO WJ I ZN as CV a ¢ zrn_lDaa� o ~D » a N O O cum m I W m m w V .-� w I OIL ti .. O ^ m❑ U Q 11 u F- OOZ O W 00 X = O U — •W H WW W U C= \ p 0woo—mm b M= UU .•+ j Z-0 v0 D QQ v Q Z CP -Cc S x w mm X o O U oWoJ U' Nm mm U V \ w Z J z MH WW -� IC " �- 000 w D0 mm w LL 0. 3rW Q c w....WQIi. J CLZ CL S �--i.-...�ZO HZ 00 Q Cal CL JmF-fDJCL J - ❑ CLJlLO W (nU ul =)--(no--•=)--(no(n rr w T m - � fA0 Z 0❑ W IT u� oz o� d a = W UOWW CL HH 00 Q a � ` ¢m` z _ _ 'zi. Vic. OF-0 OU) W CC HILJ(n O CL UU CL O www z z o x f a`' gi = W >► •U12J Q W u u j a u LL OJEDmm -U W I- CLF- J 'o � a � °'` I W CL CL CLCLHZ J O 00 J -- O CLOmF-3W U Z F-m d cn w CL fU Q NOCu- cc Sccw tn a WN W O CN m a is cc V WCZ o " _ < � d m U U W cc O CLQ OJ N N N o o z w _ z z''. < a - \ F- zF=-• C= ou� .u. i � ;� � ❑nib ^ W I--I .. N [L W►-� I- O a /-3 W CL ° � Z � u S 0Q❑ .m � rz � � ° UI F-w U.4cr a[ jw uuo oil w mm z LD cc Uw Lu XX u O = wQ Z 1K �'N^ aav� ^ > 2e W LL >LLC7 N� z`oa�i haw F Z 0 O M 1_4 o-r - CL X Q Q Cn Q •'x I < ° c U w R W ❑N = LCI W Q O ZZ sZcc•+W W fX�l O Q U W UI ZU am O n- zX0 m° micl: co = _ w Z vLn - Q Q ' `� � c� < xSyz z Z ❑ _F- UI N X C*1 Q Z ^-1 N 11 N U 3 > o t•wlk m M" O¢ F- n.an. cc mm az a v ¢ ^L o N N N N O ~ F- U7 U rl Q m XXX O 1 zz WO 1 z N, U cr i.xo QQQ 0 '"WX >UNz �"' „d. � '� p 1 Q rn um ooU1 Q wWQ WF_w ¢ '� ¢ccm ¢ mJ2J(ntn= a U d q� OO Q Qm mcrQo } 2=3 C7 UQ• <"U• U U (D m C)LL r- 0 F- a N O O a F- �-•. Q I I Q I o m X of 0f a - -� c �k USR732 95101612 oCo Ls y�1 MO N m N UU O+ I Q U O J m O u N w M 17Q n r Ql • • NU ¢ w LD m NN W 2 .f �•+Q LL F- 3 F-a a(W W < Q r N O CD H J N cn Q O O m in cn H Wm Z HH U 0 LL Li- N N N ZZ z Q =` •' < J J a a a a a to ►+ Z LL a D1 CTG Z 0 <In 0 as mo00o01n X U Li z as o z ❑❑ ^ �70cUotDN c o i= 0 Q1 01 . , Q LL S U U > W O— O cn Q Q 4J N F- N F-F- O J Z cZ v Q Z QQ cc U 0 < 2 J J J J J LL r J a ►+ lJ7 Q z ❑ J ❑ ❑ J L Q �+ a O 3 w r> F Q c J < >_ w0 F- JJ U U U U O =) a Z H m CL -COO ~ JO Z W W F- I- m m E- O Lf FZ<!V-M O FO M OQ.c 1 w Om WJ I Zut as 1 MMW=M" o "a I- zu3 •aao — o a �> \ a O O mf m I w w mm w U LL H Ooz O mW x 00 O U « •W h_0 W wW \ In WOO—OCL N m 0 U U ^ ¢ — ZMO VO Q QQ \ U. < Z(D •Q = xW X cc cc •+ w 0 U OWOJ 0 (nm U co IM J c F.4 F-- 00= W Do W mm LL W3 U-....WQLL J CC Q ¢ < " ZO t-Z Q co o a s d IZ J m F-CD J Q J < F-!- ' . 2 ¢ o a W ❑ aJLL" O W LnU Not (npy o N p =)-- o Z '+ W OO _ N ED s O W<O < =F- F- CC CC ` = � _ C F- W UOWW a F-r-F Q 00 „d� i � �' u = avi'o JELL _ a oU.oJNoo Q a c=iC=i m r+ Q UJ >�••� •cn=J Q i,i = LL OJm OF-U W F- J aF- x X m W QaCCCC"Z J O J 00 N _ - Q aO00F-3W U z Q F_00 U a . . . . " z U 3 N Z 111 1 1 p LL W 4 m < < N - N co N II Z W O � ❑ � � L _ Q (Z Zcc O 00 LL o cc = W W N M En Q O - U W_O OU (n a w .sywiN o QLLnF, � mz was O 0 O H J fN cn n (n O zN - tWaNN _p r- ❑z D o cvaQ. 0 LU D CL N Wcc ti ti ~ T Ng � oam � � En cc -co Cu w 00 O =OZCD L ¢ W U o � $ <l HNa t - * w = ¢ N W=Z > V vNi D O uwi n > O W S W Q O C7 OO Z C7 • LL O 1-1 Z • Z cn O Ln Qf1 < w CUj W QWON = Oa: 0 H E cc En w Z z NN w w LL 0 2 < 2 Ox Wm > a �+ 2U< O ��+ Nw - r-F Z O S a X F- ZZ O s<vcn W iNi 9mk = (n(D Q S LTJ _ aaa Q �wz~ �~. 3 Q `� o ul u)cn oo ¢z Q zO 3 X < �^ tCV 0 1 Z H U7 Z I cr X U N Jc x x X X O O Z Z O U O U ¢ v L QQR W —ZZWONZ U � > I J as in um r CD WNU O ¢¢m a wwawF-cwnz „b, i �-{ � a U u o A n C OOw < -cc JZJCf)Q= > L L r =S3 0 Um Mmuo UU <• <" cn OUmU' LLOf, yr c cv o 00 2 01 1 0 1 J - m 7 H03 H J J a C 15830 1 OF i a Ln rq M Zn m D rn o L _j m N J o m UJIU- XCo Q O m �o moo= $ c� Bz �?N`� om8 9 a a a a a Nvf �..'� 2V1�WF- Z N 030 m-SBO=N a �V m N lf7 tGtl C W � � p 00Z T•�j pmZ W omo laf a40�tc��i SLa.N dNpv O O O O G �mBN m��p�rNm ZU 6.N .� N �:- 1y-^ .0 Z� .•, N O O O c '. N aj vWW059 mm �__ � *.I N mm��=SO�Wm� xOQ2+ z ] a- c a5< g0�NC+oo�S�� a��. c'nz t� S�mo~ N ��K��wGNO�o.- c� a a z < car Bic O2p p�pO O pV73 z �n� �O7a7GG ti�•J II�M J J J J J li. �- J dOdV1U ?ad' -o 3o0C�N �Oyy?pp OW S� W 11 O J O O J U O<� d'=NNOa OU' tei KZS,�=E <n�CDO r U U U U O O a d =�O NZCZ Y4• O OWU( �N vUgY= ~o�� aU ,O 2 'W d O�y� F`V4.W��OFNJ..�2 W€Q Y QS C1 �UW0V�7a F- F- m m F•- O U wm c��i�oco>aa�<�;YO OR O�lD ZINJ co� �ocrQo6 �3°a3? z I I 0 -CnQR !k 2 � N 2 OOr2 cemmeLo d U U d 0 �"' O�"'UlNO wX `a' XLr�. UQ�sW`"�'a wiz a��1 2. =azwz R wgsnz�i NOta1�UN<NN �p Nam Q�bj yyj��D V 90 � V y N21 iim Q_;t fa ndn6�zm g .e m d c L7 m Co CJ } U. C O F- W ° z rri < vw X QW N N z u a a Q 9 W a .. � � y co O N Z "' Nz cpWi O W x ' a - oy ' � X Z c ER N U-) W �Nn O a (n N (f) V) N~ W N < 6 < ~ a O cr 2 L LL Z - �j m _ N W < ,a. Z O O Z w V u � J 2 0ZO O Y O O L - Q - * y N Q W y N Q Z C n 1 m N I < W W O [[ Z Z G I N O d d N i7 N N zwS a Z� amsp= N o ; W � � s J . = � o = Q �, � e o o c0 m m J O r> S N .Nw �' O = .. O X X N OI tf) } e} y n H cV N `t X ¢ �� .m J ^m 33 tS' U G f2lW � ` p� () O U• =1I rn Co o J ivy ♦ ¢ „� p p z mL x LLJ LA r I W p 1-30 0 ^ I O M li U. W W lL SI C O 0 0 N N 0 C G I O m �" + 4 —� Z p U-) M O O O U N y O U Z o O r� ~ L t * O C a CK -j J J J J J LL m r W J O O J ~ C Em QT _ 4 N it - --_s� z Z Z o o Z Z to _al.B�.N_.:e�TY T311 cad O C7 Z Z ¢ =g_a.6 ..: rum ° Q O O •- CMC. LLJ �oJ-W at _!t • • LUX X • • • Q N N d .- r = Y • tLM H �� J ♦ O _ W N N �' > CL LU r0 Lcj nW" LAJ r`O W2 19 CU ru CU co ^ W sass s b O V OVJ d C v OJnm Z_..m N O 3vQ = O • 3EYy,=: is ^o: c c oo0 C oo° o o L zz a>e �cvl =Err' o = JZ-J J C.J'. C N N N fL N 1 N W = W-v-ya�� Il N OUW rr OU Ln X Z CWS C LLJM �B'• � - -Fav C W •JfIV C W •'167 W I " Z-god7ln- 7S L y N m m = E .5gi." aE; ^ O W W J ►Z. O U L7 m f• NNJn r- Cyy� CiD- J C= 2C 9m.. 1 N Q'ES `[K- . F' �- .1 2 7 Q�- 1 1 1 1 1 N^T C' C'1 N ; _ e ..6 - s oN c CL mmmmm Jx1 ca tS"y -gg W 'm• NNW W S�V15 VU W= P1♦ WL O =ww 1 t 1 1 1 ZE'w alit a.'ary".. WWW ON Wr•,.. OT WO j � J ONNNN (yJ ,� `-ice .- M,=CL u O + J7= s-: ac c: aaa :; ^LL. x W SZ�W W JS"OIL C =uo = .CU O = • 11 . COO 's OWOm s OWOS N N7 NJ NI m i.J CO• J CO Ln CO U In O _ n XXX V N C 6► N C G V mm m m m : x JV JVN +• GG. +' OL. d Lam: mmmmm } _ L J W L N J W (_ .' n G YJl OCC- _ J CONO••••Cm J= O••••CCD C O t7 mID QJ Q1m Q _ _ Q IY=w UC•-C umN C 217: Z W J9 m JS CO �� J... COW �y.�0 -2m W^O ^+J9 W W 1 1 1 1 1 J - �• _uw �a- U L^ CGY JW ZfIC 0gJY JW ,Q CO OCOOGa�O 00006.0.�0 'f d _. m Q ON °� LL oC'-lME: ^ COTn �iocl-I O CO - -- i z W; W W 4 C C O' O LL Li- U H Z C C CL C C O, O C x 6 4 L J J J J J W J O O Jcc r Nm O W ;4f14 CD CL In O O rp A �"' Cl) _ z'= � � to O n Y ;N:- 1,NiaW �oa P. p[ .� z t= 7?77 W �/W�11 LL II Z z - �olv '^ z A a zzozo W O NNNww O <''n z p J J = = x W 13, a = Q Q4J r W ui 0 zz H •r3 O� H N a NNN _ •a Wno 'qm ,�, H O) z z UA Z 1 00 _ _ _Z % ~= Z � C C\lJ o o ¢ 311- z � O c ao a H C..) x M M Q W ��c�VNa U1 LU H Q N N to �' 0 LLJ Z_s5 cC N + LuZ=3 Q O onwwlty En Zo��'xs= ` H O + O Ctl H Q . : x» o�lnlntil ti Jtz — ='�`_ O O 0NNNN m w Wx�J^gig^3 H CWJ1 O p O CD Cf) VL rn H H ¢ P Q t r p x O U O + W W "� + M ZO EO-+ EO-t O O<= N r-•� Z=1- % ■ H •Wz /i-� •. •• W I'D\.O r7—� 7C W 1 1 1 1 I 77. cr- C U O =0J 00000 Y Q CNI QaG� GT1x" v O Y / 0.a 00 ;< o za�i Wg4 m N < O < �. W O avi u a rn FS Z ° U � y S -� �❑ � < < < 3 � m view- v cvi^ Z 3 > YO Zmye[ Z N Z ou• 5 $ z � oU, yo U ❑ ❑ cJ. oU m Lu < y S w N �o O p W gi Z 5 W ❑ Z •O y J 0W F w o m 3 < z to 0 o < ° �a'a9: �b y G3 G 3 c x ci o201 a s W F _ < wo Z Ld F °• < U Fn .i Z x ', W x uZ.t O ui Q d O �i'•<'^ ZUU m c• uj 09 � ❑ Js cc ma E• oxc � < FZ Z � s < Wu ; m cc 1 / m ~ t n �- LO w ^^ r 'n of < rn < W .� .] O W F S m < W u7LO cm O F U O o Q < � m � O SpW < .7 ❑ G O Q J ❑ Z W = J Q C) LLJ mvbalnaWu o��o�xtwu O °oG F O< ❑ aFr• FmrFm e o< ; JE4- 1 m z 0 Z o o 96 Gn o < yZ< Z < � OUaG W mZZ 310 b w O o c A o 9 — a cc ¢ Z ¢ a O Ln CL Z• N�• <OZ ma�aim mw< E_d "• ZW<WNW SW< n OOWm igmo3 G� Xw Ua. l N n xJ Co o _Jii4 ® o y m Z Z m <°�-- F- a a c JF a`` LL'LLJQ x Z N N N yZZ N b S O Qe3iQ O ¢ ¢ N j y �f t� ❑- Fes-. m m h C L N • \ ^ Iv-• m 3 ^lV m 1. �N v ov N \F" Q a a e \ = C)Ln CD LC Z � �.98. u y m l` i yv 4 \ M W O H Um F-• m pp Wy O O J J J J c W m y m 6 Lu C) J J O J❑'- i iid<�� m 1"- yx► •J Z gn co u LLJ ^� LAJ uy�u�Rn=^=. v Q N 4 m civ i^ m wmLLJ� 01LU cc J'� Q \ ce o W ��'z u m m C. `• I.. .�vu N 1 J \ I O 2 W K IL W > 1 Z F J J a a vi vvH O O N W Wx \��•`~ U In N x cca Q n uj LO j y1�z 3;U�d'S M --4. N m N O W W Q a <3 N Z H au xo<ui�uu u 3 E-01fn H (5x cc (n— i C spps�� t7<O 8S4bb� > Zou' •ae m WLn rvR' N XNW uOT1OT ¢.Z._ Zv m 0 J J m¢N W r Z Jli� uJi O O ^ 'c r 3 0 Z L Z O C7 < s i x n > cam a s r. a 5 Z OL = QZ J r _ C Z < IW44 rl Jn_ T L" O S = 3 i .. s Z < _ <= Z CO. Z `� � F / < < r O < 9 < S ? < O 41 = zcr L 3 s_ < s = = z s . i _ Y m a tiv / m � IC Z T C O i. u�9• 7 2 is 1 zw�i'sLv�ima E_> ! w�wnw'iy� .. I• /% a a R Lu uj U La ,y I Qf h V) tlZ Y C Z4� 9 cl h > � In T _ U U u Ll17 c v �a c�f� Yom• Z i c C3 M 02 pin O ^- w m YxV 0 Iu5 �- '3<�..z:y�z ul = I z cal a o� Lu N Q Z f- w cat :C- N2� •Z � ^J O m U V--QY�-iJs- a W C] � I - V Q �- z� , I O o a < 0, W O N d G c LO cc N E CLn x N ZpQ Z M NZxuo 1Lzv�8JT' UI.+ZC E-P, m ...U' •1...� N W Y- MZco 3 to 'XVW .01 Oi� o iiao- Z U<aC: ry c cc c D Z C a 10 m } 04 3C cc 0 Z o 0 m 0 °° m c) 0� 2 < w y SQpJC7 cc W Q Q } c p m Q U V) O D OJ w N Z N N N N N N 00 :3 a a a a a z w Z (0 E wcc cc W aoPto m Z W QOM .� `a 3L4a 7 ~ o W wwZZa aii a f- aUD Q G w (� a -i N Q J J J J pJ Ly 3 ~= a U U U U O z ►- m m F- O •• x w a: N U LLJate . CL a C N o \ m U Occ ~ t] x J � z " w O W CL O ,� a w IL w 011 - M- - a = m =, u. JFl J 1 ~ N X Lll r M izm w ` i - y sl Z W v Z^W o a i Y i ti w cc 0 m Q i SF- WZ LLJ cA 20 w u J p Q W Q 0 W x ¢ Q a z W p = 2 W N _ < N z cc OF- ZimNm : anWu` W Q Q m J CL (ASU m � � � wou r `°a a Q w W W ZW m W H Z in i a $ o 0 UOrow �� t m O O w LL au UJ - u X � 0LL —�\ Z NOLO W Q 0 � U o w z o LU i W � CC h F— Q v � Wm w F— ZZ98a � c � Q mw (7 J Q Q d J �_ ca J O LL m w Q O J V W Q N _ 2J Z Q am wLU z < ca b V QmQcr f- ' m U Q Q LL m 2 LL 2 - Q •p 7 v p 0 Z to 0 I J O Ow w J a U « Cl. wp 0F" y 'o qm O J W it X a H v a D zNmC7 O 7 ^ L CL Job: CRACKED WEB REPAIR >THIS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED AND/OR BROKEN WEBS. WARNING THIS DESIGN IS VAUD ONLY FOR A SINGLE PLY TRUSS WITH DAMAGED WEBS OF 2x4 SIZE AND#3 SO. PINE GRADE. CONTACT TRUSS MANUFACTURER FOR REPAIR OF LARGER SIZE LUMBER OR HIGHER GRADE WEBS. Ln (A)MAXIMUM OF 1 CRACK OR BREAK PER WEB,2 CRACKED AND/OR BROKEN WEBS PER TRUSS. °D (B) DAMAGED AREA,0"TO 12" MAXIMUM LENGTH OF CRACK AND/OR BREAK IN WEB. CD (S)SCAB,SAME GRADE AND SIZE AS WEB. MINIMUM SCAB LENGTH MUST BE s THE GREATER OF: CD 1) 68"+ LENGTH OF DAMAGED AREA,MINIMUM OF 34" ON BOTH SIDES OF DAMAGED AREA, OR 2)80%OF ORIGINAL WEB LENGTH. ATTACH SCAB TO EACH FACE WITH 1 Od COMMON NAILS AS SHOWN. SEE NAILING DETAIL AFTER COMPLETION OF REPAIRS, TRUSS MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. 3411 MIN S B 34" MIN. NAILING + o + o o = FRONT FACE 2X4 #3 SO. PINS WEB ONLY DETAILT o + 0 + + a BACK FACE (2 ROWS) 1"I f--4 H —42 Scale: 1/2' D !REV('12690)(6-12-95)(NOTE)ALF PLT. TYP.- CLARY-V2 DESIGN CRIT TPI E+("A"sE9 REQUIRE EXTREME CARE FL/I/1/1/E/-/- Rev 17.2i **IMPORTANT)t* CLARY DIVISION OF ALPINE WARNINCiTC LL N/A PSF REF R732--3794 SHALL NOT BE RESPONSIBLE FOR IN HANDLINO. ERECTION AND (Z�C-L.,*,= ARY OEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-21 BY IPI. SEE THIS DESIGN TC OL N/A PSF DATE 05/11/94 FAILURE TO BUILD THE TRUSS IN CDNFOIMANCE WITH OSTEO BY TPI, FOR AD011IONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 200A OALV. STEEL MEETING ASTM OUtRE"ENTS. I0LESS OTHERWISE INDICATED. IOP BC OL N/A PSF ORW 958.849 .1 Atan• A446 6R B EXCEPT AS NOTED. APPLY CONNECTORS IO EACH FACE Of CHORD SMALL BE LATERALLY BRACED WITH PROPERTRUSS AND UNLESS 011ERWISE LOCATED ON THIS DESIGN POSITION LY ATTACHED".1.00" BC LL N/A PSF 9Y: .ALF SIEATHIIA:, BOTTOM CHORD 6,1 CONA4LILWS PHTUUAVIN% IN. 110 C 1611A 1: DLSIGN SIAIRPIID`. "I'll 1•H1M11N.1 ALIACIRU NIG III fk11.I. -- Sf' 1801 S. Great Southwest Pk My. CONFORM M/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S TECHNICAL UPDATE IT/1/911 TOR SUGGESTED TOT LD N/A PSF GranoPrelfle. IX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORYMALL APPLICATION FURNISH A COPY Of THIS (?1 AI ng-19,10 HI NO Y ANE- 511.11 TWIT RE RFt.TED M TP( IN ANY OTHER MAY DESIGN T/y THE TRUSS ETTECT1OTs CONTRACTORDUR.FAC. q. ^N` DATE06/08/98 PAGE 2 ORDER# 972228 JOB NAME:MILLER-KILPATRICK LOT# SUBDIV:ATLANTIC BEACH QUOTE# MODEL: TAG: JOB CATEGORY:Residential 1 DELIVERY PACKET CONTAINS ENGINEERING,INSTALLATION AND SAFETY INSTRUCTIONS Total Load Weight: 6188LB ORDER LOADED BY: DATE: ORDER CF'.ECKED BY: DATE: DELIVERED BY: DATE: LEFT PLANT: ARRIVED SITE: LEFT SITE: ARRIVED PLANT: NOTE FROBLEMS OR CHANGES IN ABOVE SCHEDULE: ACCEPTED BY: DATE: