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611 Paradise Ct (vault) JOBADDRESS 15�1 / / ��L !!d-,�—TYPE WORKI�2�2 _,4,, PROPERTY 0 T L :Ff0AT , -5 7 7 CONTRACT B Y LEPHONE4 ` PERMIT NERE ` J-16 DATE INSPECTIONS: FOOTING SLAB1°��l0 -- TIE BEAM LLYM NAILIN G F.RAWVGICOYER UP - - INSULATION FINAL BUILDING Z- CERTTFIC.ATE OF OCCUPANCY ELECTRICAL PERMIT# 1�I INSPECTIONS ROTTGff FINAL MEMANICAL P.ERMI3 „� 1 r �•` �� " �' - - - INSPECTIONS ROUGE - r FINAL L PLUMBING PERAfin INSPE+L'lTONS ROUGMUNDER SLAB TOPOUT WATER/SEVER - FINAL -- 7-- NOM.• CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD +} ATLANTIC BEACH,FL 32233 " INSPECTION PHONE LINE 247-5826 19 Application Number . . . . . 09-00000290 Date 3/13/09 Property Address . . . . . . 611 PARADISE CT Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 15000 ---------------------------------------------------------------------------- Application desc office addition ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ OWNER --------------------- Structure Information 000 000 ------_- _------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . ROOM ADDITION Permit Fee . . . . 105 . 00 Plan Check Fee 52 . 50 Issue Date . . . . Valuation . . . . 15000 Expiration Date . . 9/09/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ST CONSTRUCTION SURCHARGE 8 .40 AB CONSTRUCTION SURCHARGE . 93 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check �Toaatal 522 . 50 522q . 50 . nn0 nn0 . n00 PERMIT IS�APPROVED ONLY IN ACCORDANCE WITH9A'L13CITY OF ATLANTI�38EACH ORDINANCWAND THE FLORIDQ0 BUILDING CODES. CITY OF ATLANTIC BEACH '1 800 SEMINOLE ROAD „m ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Page 2 Application Number 09-00000290 Date 3/13/09 Grand Total 166 . 83 166 . 83 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach �s Building Department APPLICATION NUMBER I=a 9 p (To be assigned by the Building Department.) r 800 Seminole Road j Vr Atlantic Beach, Florida 32233-5445 �� Phone(904)247-5826 • Fax(904)247-5845 ? f�sq), ` E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Department review required Yes No Property Address: atannina Tree Administrator Applicant: Public w Project: cy1��/T7 rJ Public Safety Fire Services 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: APPLIC ION STATUS Reviewing Department First Review: ffApproved. ❑Denied. (Circle one.) Comments: BUILDING CANN� TREE ADMIN. Reviewed by: .t,4w , Date: 03 D D PUBLIC WORKS Second Review: ❑Approved as revised. ❑Denied. PUBLIC UTILITIES Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: [-]Approved as revised. ❑Denied. Comments: Reviewed by: Date: 1` '�• CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 09- } OFFICE:(904)247-5826•FAX NO.:(904)247-5645 C\a BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1;JOB ADDRESS: +` ? 2.VALUATION OF WORK '' _ 3.SQ,FT,UNDER ROOF I�Qr aclt s� C' Y , Fac 1 =t" h i o L) S "4 LEGAL DESCRIPTION: S.CLASS`OF WORK:: 6.USE OF STRUCTURE: ❑NEW BUILDING ❑DEMOLITION IR RESIDENTIAL LOT_BLOCK_SUB DIVISION IWAADDITION ❑CONVERTING USE ❑COMMERCIAL 7 DESCRIPTION OF WORK:'' ❑ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER: ❑REPAIR ❑POOL/SPA ❑YES ❑WA ❑MOVE ❑OTHER GKO PROPERTY OWNER: CONTRACTOR: ARCHITECT 7'ENGINEER: , 9.NAME: VT �{.�Y se hoc � ,t,,� 15.COMPANY NAME: 23.COMPANY NAME: J Old 1 {.� �{ ��J'r r 0 0(e ,l <1 n J 16.NAME: 2f.LICENSEE NA E: 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: C�1! ter n.6 3(,o y("�l� K.. P�X''C C 1 ? 18.ADDRESS: 26.ADDRESS, 4 a s l)a 11P ice • ?sb 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: o-i � �i� ��y 4a- -Z 0 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: ff\ar Ck.t UC ke c1,�� b r oad-Po 04 etrt- FEE SIMPLE,TITLE HOLDER: j (IFonERTHnNowNeR). BONDINGCOMPANY: MORTGAGE LENDER: 31.NAME: 33.NAME 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. * * WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or,AGENT: CONTRACTOR (If Agent,Powqqr ot6ttorney or Agency Letter Required) p (Qualifier Only) Signeds Date: 3 ! Signed: Date: Before me this � day of ,2009 in the county of Before me this day of 2009 in the county of `" Stats of Florida,has pgrsonally appeared Duval,State of Florida, personally appeared herin by himself/herself and affirms that all s,tements and declarations are herin by himself/herself and!Tir/ ms t all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of County of�!va L Notary Public at Large et Cou ty of �Qduc❑Personally Known,Pro ❑Per ed IdentifiLIT ca' n- ❑ProducetlI - Notary Signature: Notary Signature: 2u- I.RLEYL. GRAHAM Public-State of Fission Ex Ir IondaP es Feb 14,2010mission#DD 518533BLDG01 Perm t Application Bldg:REVISED:12/18 By National Notary Assn. �,, t CITY OF ATLANTIC BEACH OWNER / BUILDER AFFIDAVIT I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE—OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN"OCCUPATIONAL LICENSE" IS NOT ADEQUATE THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA ' ONTRACTO CE FICATE" TO ASC R ON ISA LICENSED CONTRACTOR. TER—EP—H-0—Re—IT—HE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. V.ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. P qo�{-X07 3Co ADDRESS PHONE NUMBER Lu Ck-if PRINT NAME ,30409 SIGNATURE DATE Before me this day of ,2007 in the county of Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are true and accurate. Nota Public at Large,State of ��— ,Count of Sap PG's, SkiRLEY L. GRAHAM Notary 9 Y o " Notary ry Public-State of Florida ❑F sonally Known a ;My Commission Expires roduced Identification- P eS Feb 14,201U Commission#DD 518533 y National Notary Assn. � / q Notary Signafhre..�.----' COAB FORM BLDG07;REVISED: 9/14/2007 City of Atlantic Beach APPLICATION NUMBER is r Building Department A, O3 (To be assigned�J by the Building Department.) ) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-'5545 ? " j3>% E-mail: building-dept@coab.us Date routed: —A/.3 .3d City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM artment review required Yes No Property Address: �� in Tree Administrator Applicant: `� Public W 11 ProjeCfi: � 'c f �/77 Public Safety Fire Services 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: APP (CATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING TREE ADMIN. Reviewed b�- Date: (1 J PUBLI ORK Second Review: []Approved as revised. ❑Denied. PUBLI U I S Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH � ®A 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 77 OFFICE:(904)247-5826•FAX NO.:(904)247-5645 BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1:JOB ADDRESS: 2.VALUATION OF WORK' 3.SO FT-UNDER ROOF (�I I I av-065e Ocuftpc t h 0o 0 4,LEGAL DESCRIPTION: 5.CLASS OF WORK-,';76.USE OF STRUCTURE: " ❑NEW BUILDING ❑DEMOLITION LM2ESIDENTIAL LOT_BLOCK_SUB DIVISION 95ADDITION ❑CONVERTING USE ❑COMMERCIAL DESCRIPTION OF WORK: .' "' 1 !n11ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER 13 •J_I/_ �(`(,\ v a, �t T`C -� REPAIR ❑POOL/SPA 11 YES ❑N/A l' ❑MOVE ❑OTHER W�O PROPERTY OWNER: CONTRACTOR: ARCHITECT/ENGINEER: ` t . .._ 9.NAME: � 15.COMPANY NAME: 23.C14) 6,COMPANY N ME: -'� ,�Chac K-rYza.c�t 16.NAME: 2 .LICENSEE NA .Yt�-�._-I,�,��.( ,.,,V� 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 18.ADDRESS: 26.6 A�D�D.' 5001 S: 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28,FAX NO.: -- `7 7 (9,-4D &a U� 13.CELL PHONE: t ` / 21.CELL PHONE: 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: , mar a.1 ocke ( ,k1 t-ioro b r Gad A)(A r, �: �• �.. FEE SIMPLE TITLEHOLDER, BONDING COMPANY:,:: MORTGAGE LENDER: �, z IF OTHER THAN OWNER) �.• . 31.NAME: 33.NAME 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating Construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: r 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' C,ONTRACTOR If Agent,Powq oL ttomey or Agency I etter Required) (Qualifier Only) Signect t Date: U C� l� Signed: Date; Before me this �L day of /t� ,2009 in the county of Before me this day of 2009 in the county of I,State of Florida,has rsonally appeared Duval,State of Florida hag personally eared a te,',o_ �k (7/ �t � herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and a s t all statements and declarations are true and accurate, / true and accurate. Notary Public at Large,State ofCounty ofA Notary Public at Large State of Cou of ❑Personally Known ❑Personally Kn0 Q4*duced ldent�ca' n- ❑Produced lde . - Notary Signature: Notary Signature: SHIRLEYNota L. GRAHAM ry Public.State of Florida 'rMY Commission Expires Feb Commission#DD 14,2010 518533 BLDG01 Permit Application Bldg:REVISED:12/18 8, ""' Bonded BY National Notary Assn, CITY OF ATLANTIC BEACH "WNER / BUILDER AFFIDAVIT I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE—OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN"OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA ' ON��TRAC_�TOU CERTIFICATE" TO AS R ON ISA LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. V.ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. ADDRESS N � �L)gI 307- 3�S 7 PHONE NUMBER Lo Ck-(f PRINT NAME 0-f SIGNATURE DATE Before me this day of /1 I h 1 ,2007 in the county of Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are true and accurate. m Notary Public at Large,State of�� County of o�:pY SHIRLEY L. GRAHAM � Nota yj : ry Public-State of Florida ❑P ovally Known M y Commission Expires Feb 14,2010 roduced Identification- Commission#DD 518533 Bonded B � C a Y National Notary Assn. Notary Signetare COAB FORM BLDG07;REVISED: 8/14/2007 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 09-00000643 Date 5/28/09 Property Address . . . . . . 611 PARADISE CT Application type description RIGHT-OF-WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc concrete patio (already constructed) ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- OWNER ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/24/09 ---------------------------------------------------------------------------- Special Notes and Comments wwo charge doubled per r carper ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 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 MAI( ; F 700) APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 9 p J 800 Seminole Road Atlantic Beach, Florida 32233-5445°- ` Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: 7 City web-site: http://www.coab.us _X '>u B /� -r APPLICATION REVIEW AND TRACKING FORM Department review required Yes No / l� 2�„�� /1� . Building Property Address: (�J C• Planning &Zoning Tree Administrator Applicant: Q(� ublic Works Project: e0 �r�T�. '"� • a -- Public Safety Fire Services 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: VApproved. [—]Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. PUBLIC WORKS Second Review: ❑Approved as revised. ❑ enied. Comments: PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: I R'avl "vs CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS Vt x 800 Seminole Road 904-247-5800 Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date 1 / ERMIT# 101k 22t(Ok �cJ Cf`i"1 c ISSUED BY THE CITY Job Address +++��—��-=== Permitee: fY)ar k O�_ L,y C Telephone# G L- _ ` - Permittee Address: Requesting Permi sion to Constr ct: C A,_ fT 7 Location: (Reference to Cross-Street) j✓\ ca'f 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. I�' A Letter of Notification was mailed to the following Utilities/Municipalities: 1 Jacksonville Electric Authority Yes( ) No Date: Bell South Telephone Company Yes( ) No Date: Ferrell Gas Yes ( ) No Date: Comcast Yes ( ) No Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of k g,= A ll o -r n (Contractor's Project Superintendent) located at �� %=%-I, N-,- Telephone#: 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. S. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permiftee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. S nt OWNER —iD oo Signed: Date: Before me this day of in the County of Duval, State Of Florida, has personally appeared (,LQ)f lC lc_)�s�lJ ftp Notary Public at Large,State of Florida,County of Duval. My commission expires: Personally Known: Produced Identification: , , R.O.W. Permit Attachment of for R.O.W. Permit# issued , 200_ Atlantic Beach, FL 32233 Owner's Name: (Y)CLVi at f'not, k-e," Property Address: U R :P&Ir Subdivision: Lot#/Block#: R.E. #: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of , 200_, by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as "CITY" and of Atlantic Beach, Florida, hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit nu s noted above (copies attached). This work is generally described a Any facility maintained, repaired, erec d, and/or i/trequested, xercise of the privilege granted remains subject to relocation or removal on i (30) dITY to the USER, said notice to USER shall be given by certi sed snail, r turn rto the following address: The depositing of said no/property cellation in e United States mail shall constitute the notice of cancellation and the burden isR to keep e CITY informed of USER's proper address. The USER shall promptlyand necessary repairs to any facility erected or maintained in the exercise of the privilege hte nd shall at all times maintain said facility in good and safe condition. In the event it is necessarITY or the City's approved representative or other franchised utility to enter upon the abovd property of the CITY, the USER shall replace at the USER's sole expense, any and all inessarily displaced during the action of maintaining, repairing, operating, replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code, and all other land use and code requirements of the CITY, including City Code Section I9-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page 1 0-r-7 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty(30) days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED this 4- day of 52001 C C'�6 Property Owner (to be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this —4+~ day of , 2004, personally appeared before me, a Notary Public in and for said County land State, rnpA kcNLv�C l the property owner of Co i 1. �PA P,cs l s L C o n, Atlantic Beach, Florida, knto me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. Sy SUSAN SPEAKS GORMAN �J�4tiw� f?a Leylfl�V cc _ MY COMMISSION#DD643668 Notary Public in for aid County and State 1-800-3-NOTARY s.NorARv F�I'.ES:NouFebruary 25, 1 201 CITY OF ATLANTIC BEACH, FLORIDA, a municipal corporation: Approved: Ricky L. Carper, Public Works Director For Permits where city sidewalk is impacted, City Manager approval required: Jim Hanson, City Manager lyage 2 of J Project Data t;woori o R�)10E Y �� tr� Square Footage informations SF Conditioned Space tg q•3 Unconditioned Space. SF �bG1'fr.oN 122 SF or Lot Area °i pD SF • - (Including Wetlands and .N Bodies of Water) > aD i ,u Projeot Soope: SGRtit11 Zo.y. � DoRL1•� a0 '"" ` q 6 Wrojeot Area Informations Site Area &*OD SF V ,- 4000E 15 SF briveway 62,1Z I SF f Lot Coverage , -4& % y C) . r. M �.s�torc-i Struoture Height A Numasr of Stories: >rRAME Mean Roof Height t Number of Stories t _ S4ts\la�, 1Jo . 00 v 411 Oooupanoy Class: Residential Group R3 s i Apialloalale Codes: .�' 1].3' Florida Building Code 2004 y v r o National Electrical Code 2005 National Fire Prevention Code 2001 1 a Type of Construotions w.2 1 L 0 Type:VI Un-protected N Un-sprinkled Wind Zone informations Gbit Dtc1JE'. 5&W$ttvw I Co�aC •- Materials Informartlons Concrete(normal weight-28 days) 3000 psi a• Reinforcing bar ASTM A615,G* r' Welded Wire Fabric ASTM A185 _ Hollow Load Bearing CMU ASTM C90,Gr t Anchor Bolts ASTM A307 or A Welds AWS E70 or E60 u. 8 g 8Z Wood Members for Beams and Posts #2 SYP 5 8"W• CH• q B.QS '•C Wood Members for Studs #2 SPF or bette A•t a 49 oZ 2•Z 5'l.ocs Microlam 1.9E Index of Drawings: Sheet I S t"» f 1:IL4P9 { LAfOS r 14o'(" Sheet 'L VVP4 ' LA" 'F?.,4Mlr4A f 00-Ve$r 0 Sheet ?d -t'M3._ tfG• 4 u d. A. Special.Pricing.::on Bainbridge Foam Boxes! ,J March 1 -March 31, 2009 8 Boxes 4 Boxes 1 Box Item Size Description Box/Sheet Box/Sheet Box/Sheet AC3218 32"x 40" 1/8"White Artcare Foamboard $98.25 I $3.93 $102.72 / $4.11 $111.65 / $4.47 (Reg.$104.931$4.20) (Reg.$109.70/$4.39) (Reg.$119.24/$4.77) AC4018 40"x 60" 1/8"White Artcare Foamboard $195.30 I $7.81 $204.18 I $8.17 $221.93 / $8.88 (Reg.$208.23/$8.33) (Reg.$217.69/$8.71) (Reg.$236.62/$9.46) AC32 32"x 40" 3/16"White ArtcareFoamboard $98.25 / $3.93 $102.72 / $4.11 $111.65 / $4.47 (Reg.$104.931$4.20) (Reg.$109.7/$4.39) (Reg.$119.241$4.77) AC40 40"x 60" 3116"White Artcare Foamboard $195.30 / $7.81 $204.18 / $8.17 $221.93 / $8.88 (Reg.$208.23/$8.33) (Reg.$217.69/$8.71) (Reg.$236.62/$9.46) ACB32 32"x 40" 3/16"Black Artcare Foamboard $149.38 / $5.98 $156.17 / $6.25 $169.75 / $6.79 (Reg.$158.51/$6.34) (Reg.$165.721$6.63) (Reg.$180.131$7.21) ACB40 40"x 60" 3116"Black Artcare Foamboard $271.02 / $10.84 $283.34 / $11.33 $307.98 / $12.32 (Reg.$288.08/$11.52) (Reg.$301.17/$12.05) (Reg.$327.36/$13.09) ACR32 32"x 40" 3/16"100%Cotton rag surface $125.14 / $5.01 $130.82 / $5.23 $142.20 / $5.69 (Reg.$131.311$5.25) (Reg.$137.281$5.49) (Reg.$149.22/$5.97) ACR40 40"x 60" 3/16"100%Cotton rag surface $234.85 I $9.39 $245.53 1 $9.82 $266.88 1 $10.68 (Reg.$249.87/$9.99) (Reg.$261.22/$10.45) (Reg.$283.94/$11.36) ACRS32 32"x 40" 3/16"Artcare Restore Heat Activated foamboard $142.10 / $5.68 $148.56 / $5.94 $161.48 / $6.46 (Reg.$151.14/$6.05) (Reg.$158.01/$6.32) (Reg.$171.75/$6.87) ACRS40 40"x 60" 3116"Artcare Restore Heat Activated foamboard $243.17 / $9.73 $254.22 1 $10.17 $276.33 I $11.05 (Reg.$258.98/$10.36) (Reg.$270.75/$10.83) (Reg.$294.29/$11.771 FC3218AF 32"x 40" 1/8"White Acid-Free Foamboard $75.88 1 $3.04 $79.33 / $3.17 $86.23 / $3.45 (Reg.$82.14/$3.29) (Reg.$85.87/$3.43) (Reg.$93.34 1$3.73) FC4018AF 40"x 60" 1/8"White Acid-Free Foamboard $152.90 / $6.12 $159.85 / $6.39 $173.75 / $6.95 (Reg.$164.81/$6.59) (Reg.$172.3/$6.89) (Reg.$187.28/$7.49) FC32AF 32"x 40" 3/16"White Acid-Free Foamboard $75.88 / $3.04 $79.33 / $3.17 $86.23 / $3.45 (Reg.$82.14/$3.29) (Reg.$85.87 1$3.43) (Reg.$93.34/$3.73) FC40AF 40"x 60" 3/16"White Acid-Free Foamboard $152.90 / $6.12 $159.85 / $6.39 $173.75 / $6.95 (Reg.$164.81/$6.59) (Reg.$172.3/$6.89) (Reg.$187.28/$7.49) FC32BAF 32"x 40" 3/16"Black Acid-Free Foamboard $82.37 / $3.29 $86.11 / $3.44 $93.60 / $3.74 (Reg.$89.31$3.57) (Reg.$93.36/$3.73) (Reg.$101.48/$4.06) FC40BAF 40"x 60" 3/16"Black Acid-Free Foamboard $165.35 / $6.61 $172.87 / $6.91 $187.90 / $7.52 (Reg.$178.6/$7.14) (Reg.$186.71/$7.47) (Reg.$202.95/$8.12) BSM3218 32"x 40" 1/8"White Speedmount $109.08 / $4.36 $114.03 / $4.56 $123.95 / $4.96 (Reg.$120.39/$4.82) (Reg.$125.87 1$5.03) (Reg.$136.81/$5.47) BSM32 32"x 40" 3/16"White Speedmount $109.08 / $4.36 $114.03 / $4.56 $123.95 / $4.96 (Reg.$120.391$4.82) (Reg.$125.87/$5.03) (Reg.$136.81/$5.47) BSM40 40"x 60" 3116"White Speedmount $201.12 / $8.04 $210.27 1 $8.41 $228.55 1 $9.14 (Reg.$221.63/$8.87) (Reg.$231.7/$9.27) (Reg.$251.85/$10.07) BSM32B 32"x 40" 3/16"Black Speedmount $143.44 / $5.74 $149.96 / $6.00 $163.00 / $6.52 (Reg.$156.8 I$6.27) (Reg.$163.93/$6.56) (Reg.$178.18/$7.13) BSM40B 40"x 60" 3/16"Black Speedmount $280.06 / $11.20 $292.79 / $11.71 $318.25 / $12.73 (Reg.$303.85/$12.15) (Reg.$317.66/$12.71) (Reg.$345.28/$13.81) BFB3218 32"x 40" 118"White Regular Foamboard $52.48 / $2.10 $54.87 / $2.19 $59.64 I $2.39 (Reg.$54.63/$2.19) (Reg.$57.11/$2.28) (Reg.$62.08/$2.48) BFB4018 40"x 60" 1/8"White Regular Foamboard $101.28 / $4.05 $105.88 / $4.24 $115.09 / $4.60 (Reg.$105.08/$4.2) (Reg.$109.86/$4.39) (Reg.$119.41/$4.78) BFB24 24"x 36" 3/16"White Regular Foamboard $45.14 / $1.81 $47.19 / $1.89 $51.29 1 $2.05 (Reg.$46.77/$1.87) (Reg.$48.9/$1.96) (Reg.$53.151$2.13) BFB32 32"x 40" 3/16"White Regular Foamboard $52.48 / $2.10 $54.87 / $2.19 $59.64 / $2.39 (Reg.$54.63/$2.19) (Reg.$57.11/$2.28) (Reg.$62.08/$2.48) BFB40 40"x 60" 3/16"White Regular Foamboard $101.28 / $4.05 $105.88 1 $4.24 $115.09 / $4.60 (Reg.$105.08/$4.2) (Reg.$109.86 1$4.39) (Reg.$119.41/$4.78) BFB48 48"x 96" 3/16"White Regular Foamboard $201.42 / $8.06 $210.58 / $8.42 $228.89 / $9.16 (Reg.$209.84/$8.39) (Reg.$219.37/$8.77) (Reg.$238.45/$9.54) BFB32B 32"x 40" 3/16"Black Regular Foamboard $84.25 1 $3.37 $88.08 / $3,52 $95.74 / $3.83 (Reg.$87.85/$3.51) (Reg.$91.84 1$3.67) (Reg.$99.63 I$3.99) This promotion is available for customers serviced by the Alabama,Atlanta,Lakeland,Miami and North Carolina branches. To order: Call 800.438.5031 or Fax 800.772.0225 1 - Sl 4, S 8-'E-. 4io.00 Project Data v V 6.S' �Woori o Square Footage Information: Conditioned Space 1'5 q'3 SF 1�12i� Uncondtioned Space .4,tp 3 SF Am-rf ON i 22 SF Lot Area 4:,5,90 SF (including Wetlands and a .L Bodies of Water) aD `i,V Proleot Soope a ;` ^ 5tttstN 20.3 t,, -oopl"Vw- t>ovk�! 0 Pro)eot Area Informations Site Arear!oD SF i a6'8 SF 1 U�i •S 5 briveway re,21 SF Lot Coverage ...ate_ % p M ,-s'ton� ao Struoture Height A Number of Starless RRAM Mean Roof Height Zoe, I o Number of Stories t _ S►D��a�, qac . 0 4t t Oooupanoy Class: °tom Residential Group R3 s i Appilooble Codesc Florida Building Code 2004 coH` o a0 National Electrical Code 2005 0 National Fire Prevention Code 2001 Type of Constructions Type:VI •;' G Un-protected Un-sprinkled coast Wind Zone Information: QyC'�s$tic W soak., Materials Information: "' (A Concrete(normal weight-28 days) 3000 psi r- p a' ;,. Reinforcing bar ASTM A615•Gr& r' Welded Wire Fabric ASTM A185 Hollow Load Bearing CMU ASTM C90,Gr I ' Anchor Bolts ASTM A307 or? v.R c Welds AWS E70 or E60 Wood Members for Beams and Posts #2 SYP S 8 W• GH• 413.45 •C Wood Members for Studs #2 SPF or bette d't C 4q'az M-z s-r•oa Microlam 1.9E Index of Drawings: Sheet 1 S,t`M ( Ft 4MV- ?Lo%*0S r 140T" Sheet Q V:04 f'rc " lfp"Ir4A 1)v[e$r 0 Sheet Boyd, Nancy From: Showman, Lisa Sent: Friday, March 13, 2009 1:02 PM To: Boyd, Nancy Subject: RE: 611 Paradise Ct. App#09-290 Nancy—I just got Rick's approval on this. It is approved in the AS400 and hard copy permit application will be sent over Monday. Thanks-- Lisa From: Boyd, Nancy Sent: Friday, March 13, 2009 11:06 AM To: Showman, Lisa Subject: 611 Paradise Ct. App #09-290 Hi Lisa,did you get my email yesterday morning about this application for permit? The person pulling the permit is calling me daily to pick this up so they can get started. I wanted to follow up with PW's. Thanks, Nancy Boyd Building Deparhnew City Of Admitic Beach (904) 247-5826 nbovdK4coab.us 1 :5 C-4� Fo Y 11041 5. 6g 4-1 S 8"E• • V Y 0.4 F 0.5' 1+ Wooq a RS 1JCE > " 5rY)C 1 S PRO Poet.:p - 04 •4 scrzati>,► � c+ PoRC41 00 ~"' 11 a P ISo' o 11Drm / rd1 1-51 WaA,d -4, b�D V:,M thM E 4.t1 V1�J�{4, O co NO . amp fill C q — air- Cl tc❑ a 0 .."� 18.'S• W T � ,it+.2• la• Q otj a caesC . •� � •� v N wc wt.1G r M v► Ir r" ►.o, A.1. g g Z 8' . �t.,ts q• 48.Sz• D la' W. tH' 48.45 '� 1 cJ 1�1 -T'99 R11V(A 1 r4 ax'f"e Y-1 .,h—. I /T" I.^ I A Vi `-t'. r/ 1 r�T;� City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road .x �r Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 ? E-mail: building-dept@coab.us Date routed: r7 3 0 City web-site: http://www.coab.us 11 APPLICATION REVIEW AND TRACKING FORM Department review required Yes No Property Address: led- T'e,"_Se in Tree Administrator Applicant: Public W u is i ' Project: ��/ �� Public Safety VU Fire Services 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: APPIACATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNIN ZONING TREE ADMIN. Reviewed by: Date: 1 d PUBLIC WORKS Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: *"` s L,rt CITY OF ATLANTIC BEACH F7 + I I J ' 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 09- I I s OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPTQCOAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.VALUATION OF WORK 13.SQ.FT:UNDER ROOF �� aY UC�t SE' CS U r i1 1 O C)0 ► a(� 4.LEGAL DESCRIPTION: 5.CLASS OF WORK 6.USE OF STRUCTURE: ❑NEW BUILDING ❑DEMOLITION BRAESIDENTIAL LOT_BLOCK_SUB DIVISION ADDITION ❑CONVERTING USE ❑COMMERCIAL 7.DESCRIPTION OF WORK ❑ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER: b ,i ❑REPAIR ❑POOL/SPA 13 YES ❑NIA a- + ❑MOVE ❑OTHER SKC) PROPERTY OWNER: CONTRACTOR: ARCHITECT I ENGINEER: 9.NAME: V/,,-j+IIj G�� rr 15.COMPANY NAME: 23.COMPANY N E: J 16.NAME: 2f.LICENS ENA /10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: ). ( r t ,_. 18.ADDRESS: 26.ADDRESS: 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27. OFFICE PHONE: 28.FAX NO.: rUr 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL tY Ar o Q. UC ADDRESS: CC M p��PIt •C., PEE SIMPLE TITLE HOLDER:' BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THANOW : NER) 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 dr abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-1 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: t 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 AGENTCONTRACTOR (If Agent,P ttomey or Agency Letter Required) (Qualifier Only) Signed; // D�Data: 3 o9 Signed: Date: Before me this�day of Rte. ,2009 in the county of Before me this day of ,2009 in the county of State of Florida,has rsonally appeared Duval,State of Florida, personally eared C t herin by himself/herself and affirms that all s,tements and declarations are herin by himself/herself and a s t all statements and declarations are true and accurate. true and ac/Kno Notary Public at Large,State ofCounty ofZz /zL Notary Publof Co pf ❑Personally Known ❑PersonallE��duced Identifica' n- XI( ❑ProducedNotary Signature; Notary Sign - �`. 9, SHIRLEY L. GRAHAM R�'VIEfl FOR CODE COMPLIANCE Notary Public-Stafe of Florida C '�i'OF l MY Commission Expires Feb 14,201 ATLANTIC BEACH FBILE p it Ap ' S 52118 a .... Commission#DD 518533 SEP PERMITS FOR ADDITIONAL Bonded By National Nota REQ0tR�WN`1$AND CONDITIONS. ? CUP ry Assn. C!,-AN jX l 41 CITY OF ATLANTIC BEACH J :r (OWNER / BUILDER AFFIDAVIT ✓;SS9` 1. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE—OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN"OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA '�ONTRACTqRS CERTIFICATE" TO ASCER ON IS A LICENSED CONTRACTOR. TELEPHO THE 60-11-DING DEPARTMENT(247-5826)IF IN DOUBT. V.ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. A-t tCot\ c (tel 47Oor n(A k 5 P N . 6n-ac Roy(-307- 3bS 7 ADDRESS PHONE NUMBER LU Ck-1f PRINT NAME I �, 04 20409 SIGNATURE _31DATE Before me this�day of Q I,2007 in the county of Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are true and accurate. Notary Public at Large,State of 11r,(._,County of `.�o.p �`•; SHIRLEY L. GRAHAM Notary Public-State of Florida t -M O Personally Known :,,� a y Commission Expires Feb 14,2010 roduced Identification- Commission#DD Bonded @ 518533 /1 Y National Notary Assn. / Notary Signa L �" - COAB FORM BLDG07;REVISED: 8/14/2007 APPENDIX 13.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 1100" Reeklandal Component Preserlipthfie Method d ALL CUMATE ZONES Compliance with Method B of Chapter 11 of the Roddy Building Code,Resident*or Subchapter 13-6 of the Aoddo BaWing Code,Building,may be demonstrated by the use of Form 110011 tot single-and muttipk tamiiy residences of three stories or lesa in height,and additions to existing residential buildings.b comply,a building must meet or exceed all of the ensrgy efficiency requirements on Table 118-1 and all applicable mandatory requirements summarized in Table 11 B-2 of this form.it a building does not comply with this method,d may still compy under Method A of Chapter 11 or Subchapter 13-6 of the applicable code. PROJECTNAME L LRt.. BuRam. AND ADDRESS: k( V 00- i 1 Cr- PEMWTING tC1 t Low-Vec t-� OFFICE: OVMER: mcu--16-- PERMIT NO. r1 U Z JUPMWICTM NO.: 1.New construction including additions which incerpt6rets any of the following features cannot compy using this method:stets stud wells,single assembly rootJcetNng construction,or skylights or other nonvs tical root glass. 2.Fill in all the applicable spates of the"To Be installed"column on"Table 118-1 with the information requested.AN'%Be MstaMW"values must be s"to or mora efficient than the required WAls. 3.Complete page 1 basad an nue"To Be Installed"column information. 4.Read"Mirhimu m Requirements for M Packages",Table 118-2 and check each box to IndicNe your Intent M comply with all applicable items. 5.Read.sign and date the"Prepared By"certification statement at the bottom of page 1.The owner or owner's agent must also sign and date the form. Pisase Print CK 1. Now const uctim or addition 1. Ac4d, i tr Y1 2. Single4amily detaohad or mr6dtlpie4amity attsctted 2. 3. N mtdltple-temity-No.of writs covered by this subtnbslon & 4. is this a worst twee?(yeal no) 4. yes 5. Conditioned floor ares(sq.tL) 5. 5. Glass type and eras a.U-factor So. b.SHGC 6b. c.Glass area So. sot.ft. 7. Percentage of glass to floor area 7, % S. Floor type,area or perimeter,and Insulation: es:Slab-on-grade(R-value) Sa.Ra fin.ft. b.Wood,raised(R-value) Iib.R: sq.ft. c.Wood,common(R-value) St:.R: sq.ft. d.Concrete,raised(R-value) Sit.R: sq.ft. e.Connate,common(R-value) Se.R■ sq.ft. 9. Wall type,arae and Insulation: a. Exterior: 1. Masonry(Insulation R-value) 96.1. R: sq,ft. (T Wood frame(Insulation R-value) 904. R s sq.ft. b. AdjaceaC t. Masonry(Insulation R-value) 96.1. Ra sq.ft. (111 Wood fiartu(Iusulatiot R-value) 9b-2. R r= sq.fL 10. Calling type,area and insulation: a.Under attic(Insulation R-value) 10a.Rs sq.tL b.Single assembly(Insulation R-value) 10b.Ra / sq.ft. 11. Air distribution system:Duct insulation,location 11a.An ty•C Test report required if duct in unconditioned space 11 b.Test report attached? Y No 12. Cooling system: 12a.Type: C.ILVi (Types:central,room unit,package terminal A.C.,gas,none) 12b.SEERIEER: 1 Q___ 12c.Capacity: c9,i CIO _ 13. Hosting system: 13a.Type _ f-1 Ec*T t.-(a (Types:heat pump.elec.strip,nat.gas,LP-Gas.gas h.p.,room or PTAC.none) 13b.HSPF/COPJAFUE: 7,D 13c.C 3©,too 14. Programmable thermostat Installed on HVAC systems: 14. Ho 15. Hot water system: 1 Sa.TMDO: Z e C (Types:elec..stat.gas,LP-gas,solar.heat rec..tied.heat pump,other.none) 15b.EF: I hereby certify dqt the pens and specirlations covered by the calcutatgn ire in comtiII& a with Review of plans mod speealatbta covered by ft*akuatbn Ndcries compliance with the FW& the fiords Energy Coda; / Energy Code.Before construction b complew,this busderg we be inspected for compNumca in t ) / kt- utotAmlee wits saaton 558.908,F.S. PREPARED BYr� ��7DATE: �y i hereby certdy that ars Wining 6 in compliance with the Florida Energy CodBUILDING OFFICIAL:e: f V OWNER AGENT: DATE:_ _ DATE:----f/ / 2007 FLORIDA BUILDING CODE--BUILDING 13.0,23 Effective 311!2009 FORM 11OOB-08 TABLE 11B-1 MINIMUM REQUIREMENTS See Note 1 All Climate Zones BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: Windows(see Note 2): U-factor=0.65 U-factor- SHGC=0.35 SHGC= %CFA—16% %of CFA= Exterior door type Wood or insulated Type: Walls-Ext.and Adj. (See Note 3): Frame R-13 R-value= Mass Interior of wall: R-6 R-value= Exterior of wall: R-4 R-value= Ceilings see Notes 3&4) R-30 R-value= Floors: Slab-on-grade No requirement Over unconditioned spaces see Note 3 R-13 R-value= Hot water systems(storage type) Electric(see Note 5): 40 gal:EF=0.92 Gallons= 50 gal:EF=D.90 EF= Gas fired(see Note 6): 40 gal:EF=0.59 Gallons= 50 al:EF=0.58 EF= Air conditioning systems see Note 7 SEER=13.0 SEER= Heat pump systems(see Note 8) SEER=13.0 SEER= HSPF=7.7 HSPF= Gas furnaces AFUE=78% AFUE= Oil furnaces AFUE=78% AFUE= Pro rammable thermostat Must be installed on all HVAC systems Installed? Yes No Ductwork(see Note 9) Location: Unconditioned space' R-6,Tested Unconditioned space R-value= Test report: Conditioned space NA Conditioned space Unvented attic assembly per R806.4 with R-4.2 R-value= insulation at the roof plane No test report required) Air Handler location: Location: Unconditioned attic 9 or garage Requires test report Test report: Conditioned space or Unvented attic assembly per R806.4 with No duct test required insulation at the roof plane (1)Each component present in the As-Built home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; otherwise Method A compliance must be used. (2)Windows and doors qualifying as glazed fenestration areas must comply with both the maximum U-Factor and the maximum SHGC(Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16%of the conditioned floor area(CFA),otherwise Method A must be used for compliance. (3)R-Vaiues are for insulation material only as applied in accordance manufacturers'installation instructions. For mass walls,the interior(Int)requirement must be met unless at least 50%of the insulation value is on the exterior(Ext)or integral to the wall. (4)Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place.Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5)For other electric storage volumes,minimum EF=0.97-(0.00132'volume) (6)For other natural gas storage volumes,minimum EF=0.67-(0.0019'volume) (7)For all conventional units with capacities greater than 30,000 Btu/hr. For Small-Duct,High-Velocity units,Space Constrained units,and units with capacities less than 30,000 Btulhr see Table 13-607.AB.3.2A of the Florida Building Code,Building,or Table N1107.AB.3.2A of the Florida Building Code,Residential. (8) For all conventional units with capacities greater than 30,000 Btulhr. For Small-Duct,High-Velocity units,Space Constrained units,and units with capacities less than 30,000 Btu/hr see Table 13-607.AB.3.28 of the Florida Building Code,Building,or Table N1 107.AB-3.2B of the Florida Building Code,Residential. (9) All ducts and air handlers shall be either located in conditioned space or tested by a Class 1 BERS rater to be`substantially'leak free. 'Substantially leak free' shall mean distribution system air leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned floor area at a pressure differential of 25 Pascal(0.10 in.w.c.) across the entire air distribution system,including the manufacturer's air handler enclosure. TABLE 11B-2 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior joints&cracks N1106.AB.1.2 To be caulked, asketed,weather-stripped or otherwise sealed. Exterior windows& Ni 106.AB.1.1 Max.0.3 cfm/sq.ft.window area;0.5 cfmisq.ft.door area. doors Sole&top plates N1106.AB.2.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed lighting N1106.AB.1.2.4 Type IC rated with no penetrations two alternatives allowed Multisto houses N1106.AB.1.2.5 Air barrier 2!j_perimeter of floor cavity between floors. Exhaust fans NI 106.AB.1.3 Exhaust fans vented to unconditioned space shall have dampers,except for combustion devices with integral exhaust ductwork. Water heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.AB.3. Switch or clearly marked circuit breaker electric or cutoff(gas)must be provided.External or built-in heat trap required for vertical pipe risers. Swimming pools&spas N1112.AB.2.3.4 Spas&heated pools must have covers(except solar heated).Noncommercial pools must have a pump timer.Gas spa&pool heaters must have minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Hot water pi- s NI I12.AB.5 Insulation is required for hot water circulating systems(including heat recovery units). Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5_gallons per minute at 80 psig. HVAC duct construction, N1110.AB All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically insulation&installation attached,sealed,insulated and installed in accordance with the criteria of Section N111OAR Ducts in attics must be insulated to a minimum of R-6. HVAC controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. 13-0.24 2007 FLORIDA BUILDING CODE-BUILDING PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FL. Project Name: �M CS OCV, ` ' Permit# Project Address: As required by Florida Statute 553.842 and Florida Administrative Code 9B-72,please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit:number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed roducts. Information regarding statewide product ap al may be obtained at: www.floridabuilding.org. Category/Subeategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS _ rn�� c n (oI L42 1. Swinging 2. Sliding _ 3. Sectional 4.Roll up 5.Automatic 6. Other B. ♦T..., DOW5 1. Single hung 'IG .,_. �n A ._ 2.Horizontal slider 3. Casement 4.Double hung 5.Fixed 6.Awning 7.Pass-through 8.Projected 9.Mullion 10. Wind breaker 11.Dual action 12. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C.PANEL WALL 1. Siding C 1 �`.�.-2-q 2. Soffits 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8.Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D.ROOFING PRODUCTS 1.Asphalt shinglesA 7 2. Underlayments �Cr _., t t 3. Roofing fasteners 4.Nonstructural metal roof 5.Built-up roofing 6.Modified bitumen 7. Single ply roofing 8.Roofing tiles 9.Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof the adhesive 16. Spray applied polyurethane roof 17. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# & SHUTTERS 1. Accordion 2.Bahama 3. Storm panels 4. Colonial 5. Roll-up 6.Equipment 7. Other F. STRUCTURAL COMPONENTS 1.Wood connector/anchor - 2. Truss plates r 3.Engineered lumber t. F 4.Railing re 5. Coolers-freezers 6. Concrete admixtures -` - 7.Material 8. Insulation forms 9.Plastics 10.Deck-roof 11. Wall 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight 2.Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers,product description and State approval number for the products used on this project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacturer`s printed instructions, along with the list above,on the job site available to the inspector. The products listed below did not demonstrate product approval at time of plan review. I understand that before these products can be inspected,they must be submitted for review for code compliance and approved by a Plans Examiner, This form will be revised to include each new product in the categories listed above and will be highlighted to indicate the new products and required information. Authorized Project Agent: (Contractor or Design Professional) (Print Name) (Signature) Company Name: Mailing Address: City: State: Zip Code: Telephone Number: ( ) Fax Number: { ) E-mail Address: CITY OF ATLANTIC BEACH i f 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000453 Date 4/03/09 Property Address . . . . . . 611 PARADISE CT Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1500 ---------------------------------------------------------------------------- Application desc REROOF FL 5781 .R1 ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- CENTURY CONSTRUCTION INC 6871 TAMMY LANE ST.AUGUSTINE FL 32095 (904) 669-8411 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 1500 Expiration Date . . 9/30/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 40 . 00 40 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. s +r„ CITY OF ATLANTIC BEACH I I I r - ' 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 09 ' 41 OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPTGCOAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.VALUATION OF WORK 3.SQ FT.UNDER ROOF - I P w ._ l - C G , do 4.LEGAL DESCRIPTION: 5.CLASS OF WORK: e:USE OF STRUCTURE: ❑NEW BUILDING ❑DEMOLITION ❑RESIDENTIAL LOT_BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 7.DESCRIPTION OF WORK: ❑ALTERATION ❑ACCESSORY BLDG. S.FIRE SPRINKLER: ❑REPAIR ❑POOL/SPA ❑YES ❑N/A ! ❑MOVE ❑OTHER ❑NO PROPERTY OWNER: CONTRACTOR: ARCHITECT/ENGINEER: 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: 16.NAME: 24.LICENSEE NAME: 10.ADDRESS: 77.STATE OF FLORIDA LICEN E NO.: 25.STATE OF FLORIDA LICENSE NO.: 18.ADDRESS:�, L+� 26.ADDRESS: ric 1,01 aa�3 3 rt �f F4 2i f� 11.OFFICE PHONE: 12.FAX NO.: 19 OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: p�f7 3l�5 Stu`[Z4t 714 rLit FY�l ay6sr7 /41f 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: y� 3c 7 14.EMAIL ADDRESS: (1 (_1.)/),) 22.EMAIL AgqDRESS: 30.EMAIL ADDRESS: Mir,ct-1 Lx-It FEE SIMPLE TITLE.HOLDER: BONDING COMPANY; MORTGAGE LENDER: (IF OTHER THAN ONMER) 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR (If Agent,Power of Attorney or Agency Letter Required) (Qualfier Only) Sign.LI ' ' Date:3L--1-7 0 Signed: Date: Before me this 201 day of 2009 in the county ofBefore me thi ay of 2009 in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personal) appeared 1 A 0.1 A �.ULC >`y 6 herin by himself/herself and affirms that al statements and declarations are herin by himself/herself and affirriA that all statements and declarations are true and accurate. r true and accurate. Notary Public at Large,State o(f�1�COQ t O A County of �VkVA>, I� Notary Public at Large,State of County of iy L_ Known rsonally Known WProducedyldentifica6on-T� 1X�VfQS L-\C \-� o s5z ��tfl �roducedlde do - Notary Signature: Notary Sign ur gGRAHAM SUSAN SPEAKS GORMAN :"0 Notary Pto of Florida MYCOMMISSION#DD643668 + MyCOmmiSfitsEXPIRES:February 25,201IF <. s Feb 14,2010 Commission#DD 518533 BLDG01 Permit Application Bldg:REVISE Y FI.Notary Discount Assoc.Co. Bonded By National Notary Assn. 5 ' k r w' x. qA k1a'4 5• gg Al 5$�•� �©•�� ` oA f pet►��t, :pr2,0 z. cr 6P ta.3• �� rr SL1tr�lN ��" P pat41 � � Q, pp S�q\N�i.. NO • 111 Ulf- 51 o Oi 6t to�' M A8S � PAGE 1 Date: 12/19/01 MANNING BUILDING SUPPLY LOG #: A0998 TRUSS DIVISION JOB #: JACKSONVILLE alesman: JOHN FERGUSON Pitch: 7/12 Customer: BESTCON HOMES Job Name: PLAN #1318 Address : 2440 South Beach Parkway Address : LOT 6 PARADISE COVE Jacksonville Bch, FL. 32250 jesigner: BE -------------------------------------------------------------------------------- Left Right �tyl Span O.H. I O.H. I Description -------------------------------------------------------------------------------- 1 11 ' 2 ' 2' T-lGE 1 11' 0 ' 0 ' T-1 1 18 ' 2 ' 2 ' T2 0 1 17 ' 8" 2 ' 0 ' T3-H1 1 17 ' 8" 2 ' 0 ' T3-H3 1 17 ' 8" 2 ' 0 ' T3-H2 1 17 ' 8" 2 ' 0 ' T3-H4 2 ' 2 ' T-4 GE 1 17 ' 31' 8 2' 0 ' T-5 GE 2 17 ' 3"8 2' 0 ' T-5 2 17 ' 3"8 2 ' 0 ' T-5A 4 20 2 ' 0 ' T-6 1 20 ' 2 ' 2 ' T-6GE 1 15 ' 3" 8 2 ' 0 ' T7-H1 1 35 ' 2 ` 2 ' T8-Hl 1 35 ' 2' 2' T8-H2 1 35 ' 2' 2' T8-H3 1 35 ' 2' 2' T8-H4 1 35 ' 2 ' 2 ' T8-H5 5 35 ' 2 ' 2 ' T-9 4 35 ' 2 ' 2 ' T-10SEALS 1 35 ' 2 ' 2 ' T-11A 2 35 ' 2 ' 2 ' T-11 1 35 ' 2' 2' Tll-H1 1 35 ' 2' 2 ' Tll-H2 2 4 ' 2' 0 ' M-1 2 4 ' 8" 8 2' 10" l 0 ' 4 'HJ T2 D45 4 3 ' 2 ' 0 ' 3 'CJ T2 2L, 2R 4 1' 2 ' 0 ' 1 'CJ T2 2L, 2R 1 9110" 2 ' 9" 15 0 ' 7 'HJ T7-H1 D45 4 7 ' 2 ' 0 ' 7 'EJ T7-H1 EJ 2 5 ' 2 ' 0 ` 5 ' CJ T7-H1 2L, 2R 2 3' 2 ' 0 ' 3 ' CJ T7-H1 1L, 1R 2 l' 2' 0 ' 1 ' CJ T7-H1 1L, 1R 0 ** Hardware Roof 4 A HUS26 1-ply Truss Hanger t'" 38 - Trusses 4 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 23 - Jacks 0 - # of Beams 0 - # of Rim Board -------------------- 61 - Total Trusses IA REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST . NOTES lea A HUS26 2785 3325 1550 (14)16d (6)10dX1.5 TRUSS 8 HUS28 3380 3585 2000 (22)16d (8)10dX1.5 TRUSS C HGUS28-2 6245 7810 2650 (36)16d (20)10dX1.5 2 PLY TRUSS cn D SUUR 26 800 1000 765 (6)16d (6)10dX1.5 TRUSS E SKP26SUR 1640 1800 655 (16)16d (4)10d TRUSS F SUUR 210 1330 1660 1250 (16)16d (10)10dX1.5 TRUSS N G THJA26 2190 2740 1340 (16)16d (5)10d+(7)10d HIP JACK H HJC28 2740 3425 1840 20)16d (6)10d+(8 10d HIP JACK I SKH410 UR 1860 2330 1275 (16)16d (10)16d SYS 42 J THA422 3630 4145 1550 (22)16d (6)10dX1.5 SYS 42 Q K IUT312 1360 (14)10d (2)10dX1.5 I-JOIST < L MIT316 2400 (12)10dx1.5 (2)10dX1.5 I-JOIST WIN m M SKH312L1R 2160 2500 1505 (16)16d (10 10dx1.5 I-JOIST N HU11 2185 2270 920 (22)16d (6)10dX1.5 1 PLY LVL O HGUS48 5472 6840 5837 (36)16d (24)16d 2 PLY LVL P HGUS412 9535 11335 4780.(56)16d (36)16d 2 PLY LVL 0 TGHD412L 1 8512 106401 87551(56)16d (36)16d 2 PLY LVL R TGHD412R 1 85121 10640 1 87551(56)16d (36)16d 2 PLY LVL S IHUC4121F 1 61021 68011 31001(56)16d (36)16d 2 PLY LVL T I HGUS5.25/12 1 95351 113351 4780 56)16d (36)16d 3 PLY LVL U I HGUS7.25/12 9535 9665 4780 (56)16d (36)16d 4 PLY LVL cn UL1 H16S NA NA 1600 (10)10d (2)10d TRUSS O UL2 H16-2 NA NA 1600 10)10d 2)10d 2 PLY TRUSS Lu UL3 MTS12 NA NA 10001(7)10d EA. SIDE NONE TRUSS z UL4 HTS20 NA INA 14501(10)10d EA. SIDE NONE 2 PLY TRUSS v UL5 MGT NA NA 42001(22)1 Od PLUS UL6,UL7 UL6 PHD5 NA NA 4500 14 SDS1/4X3 ADD UL5 CL UL7 PH02 NA NA 3285 10 S061/4X3 ADD UL5 HC HURRICANE TIE NA NA 455 (4)8d (4)8d H2 55 HURRICANE TIE NA NA 415 5)8d 8d H8 1HURRICANE TIE INA NA 745 (5)10dX1.5 5)8dX1.5 go NOTE: ALL UPL'FT CONNECTORS SHALL SE MARK"HC,H2.5,H8" UNLESS NOTED OTHERWISE. * INDICATES SEMCC HARDWARE ALL OTHERS SIMPSCN r4ARCvVARE CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000422 Date 3/26/09 Property Address . . . . . . 611 PARADISE CT Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------------------------------------- Application desc wire room addition 200 amps ----------------------------------------------------------- Owner Contractor ------------------------ --------- --------------- BROOKS & LIMBAUGH ELECTRIC CO Q/A BROOKS, CHRISTY 42 WEST 8TH ST. ATLANTIC BEACH FL 32233 (904) 241-9051 --------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . - 9/22/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 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 �. 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 08-: n OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPTQCOAB.US -" ELECTRICAL PERMIT APPLICATION DUVAL COUNTY �JOB"AD RESS;`�;«D>'�=,a/n�"-': ��x;z�;tlzr• � •.1.. TNI '$L#. :E. '><;� i DA / q NO /7" O YES PERMIT#: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: -7 E EQTi;ICA.I�G9NTRA`GTO 7 rE OF C MPANY: 8.ADDRESS.: 9.STAU OF FLORIDA LICENSE NO: 10.CELL PHONE: 11.Fa�cc NO.: 12.EMAIL DRESp: 13.OFFICE PHONE;-- 1 HONE;. --- 14. 15.Application is hereby made to obtain a permit to do the work and installations as indicated. certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit be null nd of if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6'Too on at zy after work is commenced. CONTRACTORS SIGNATURE: ❑MULTI FAMILY-#OF UNITS: RESIDENTIAL Cl SINGLE FAMILY ❑TEMP SERVICE COMMERCIAL ADDITION ❑TRAILOR ALTERATION ❑SIGN OLD ❑NEW05 NATIONAL ELECTRICAL CODE E3 REPAIR ❑POOL/SPA REWIRE OTHER: `E LRTRICA[r FtK#ufiE� ?r�E 20.TYPE OF SERVICE: ❑ OVERHEAD UNDERGROUND ❑ UNDERGROUND UP POLE 21.NEW SERVICE: CONDUCTORS PER PHASE: ❑ POWER IS ON ❑ POWER IS OFF 22.SIZE OF CONDUCTOR: AMPACITY: ❑COPPER ❑ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24.EXISTING SERVICE SIZE: AMPS PH: I' W: VOLT: 2.,reo RACEWAY SIZE: !2,"- IL 25. FEEDERS: #of AMPS: #OF AMPS: #OF AMPS: 26. LIGHTING FIXTURES: INCANDESCENT-77CIFLUORESCENT&M.V.: 27. FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28. FIRE ALARM: ❑YES ❑ NO 29-31 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER: 30. RECEPTACLES: 0-30 AMPS: Z- 31-100 AMPS: OVER 100 AMPS: 31.SWITCHES: 0-30 AMPS: Z 31-100 AMPS: OVER 100 AMPS: 32aAlR-C9NDMQNINGrz2- #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: n .=+- rj .,`t„t'. v?� .< ,:;;s ..� .,� �Yt +-ri •� ,;33tiMOTORSrc - rn�,'�. "..= ,,t:-J - ti �vs NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: 34;TRANSFO'. ERS:'r. _ . UNDER 60OV: NUMBER: KVA: OVER 60OV: NUMBER: KVA: "l 35,-MISCEL•'ANE5US REPAIRS. r DESCRIBE IN DETAIL: COAG FORM BL0002:REVISED:1110/2008 CITY OF ATLANTIC BEACH sl 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000412 Date 3/25/09 Property Address . . . . . . 611 PARADISE CT Application type description MECHANICAL HVAC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 --------------------- ------------------------------------------------------- Application desc DUCT WORK FOR ROOM ADDITION ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CUSTOM HEATING AND AIR OF FL 2011 EASTERN DRIVE JAX BEACH FL 32250 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/21/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 55 . 00 55 . 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 p�9r %'ti 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 iVJ OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-D E PTQCOAB.U S MECHANICAL PERMIT APPLICATION DUVAL COUNTY )",-1.'JOB ADDRESS: 2.IS THIS ASUB PERMIT:' 3.DATE:' . ,, �q. S V PERMIT#: 7gy , 211—09 PROPERTY OWNER: s l 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: MECHANICAL CONTRACTOR: ' Z ME OF COMPANY: y p 6.ADDRESS.: 9.STATE OF FLORIDA LICENSE NO: 10.CE PH NE: 11.FAX N .: +�L �Sc�7v - �52� 2!2341 -�2 GS 12.EMAIL ADDRES ' 13.OFFICE P ONE: 14. �'c L p c Gt c�'r'1 �'f ��f(� :. IZoZ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: � I 16:CLASS`OF WORK;! 16.BUILDING: `- 17.SERVICE:.., 18 CURRENT CODE: t ❑NEW INSTALLATION ❑NEW RFRESIDENTIAL ❑'06 FLORIDA BUILDING CODE ❑REPLACEMENT OF EXISTING SYSTEM 91ISTING ❑COMMERCIAL MECHANICAL JI ALTERATION I ADDITION TO EXIST SYSTEM ❑REPAIR ❑OTHER MECHANICALEQUIPMENT TO BE i ALLED6 . 19.HEAT: ❑SPACE ❑RECESSED CENTRAL ❑FLOOR BURNERS: 20.AIR CONDITIONING: ❑ROOM 2 CENTRAL 21.DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: /21) cfm 22.REFRIGERATION: MAX CAPACITY: cfm A iAj"? %�o -/c.v-Aj 23.COOLING TOWER: CAPACITY: gpm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: ❑ PUMP ❑WELL ❑PIPING 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER J /� C OR COIL IN DUCTS ETC, VALUE FOR OTHER ITEMS: (� 7 31 COOLING EQUIPMENT:; " AIR'COINDITIONING,REFRIGERATION E QUIPMENT,CONDENSORS ETC. NUMBER APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY 32.HEATING EQUIPMENT: FURNACES BOILERS FIREPLACES AIR HANDLERS ETC. MB APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER BTU AGENCY . 33TANKS: LIQUIDTYPE_ AP PROVING NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY BLDG04 Permit Applicalon Mech:REVISED:12/18/2008 �tLDIN^ l , } NOTICE �FjDA T�� O F R ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted. n'i i 5 Sr r Of p0ba" e,,/ an �d.Qr e )I 5' o to bir►.r also�X�' f�'�7o�P•'' ��'�' •�n E1f'iS' �ocsTE'r Ct�Gsr lY1a a r r c�� ir1� 2'951"276 $35.00 REINSPECT FEE E:] NO CHARGE It is unlawful for any Carpenter, Contractor, Builder or other • persons, to cover to cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have BLDG been made contact the Building Dept. ELEC at 247-5826 for an inspection. Office MECH hours are Monday through Friday PLMG 8:00 a.m.to 5:00 p.m. HP OfficeJet 7410 Log for Personal Printer/Fax/Copier/Scanner Information SystemsCITY O 904-247-5845 Mar 18 2009 12:56PM Last Transaction Date Time Type Identification Duration Pages Result Mar 18 12:55PM Fax Sent 92417705 0:39 2 OK BUILDING, PLANNINGAND ZONING INSPECTIONDEPAIRTHE.NT CITY 0FATLANTIC BEACH, FLORIDA CER TIFIC4TIE OF OCCUPASCY WORKSHEET Date Requested: Building Contractor: Building Permit Number : 3 '� C Address : -e,zal Description. 0, CA-..C- Improvements _ -.,CImprovements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation : recuired as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works 2,n Q 2-- Planning Building Z• Z— CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code ca Out at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 611 PARADISE COURT Owner: BESTCON, INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 23340 Date: 5/21/2002 DON C. FOR , C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Budding Code cerWWV tint at the time of issuance this structure was in compliance with the various ordinances of the city regulating building construction or use. For the fallowing: Address: 611 PARADISE COURT Owner: BESTCON, INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 23340 Date: 5/21/2002 DON C. FO D, C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifpV that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the fo&x*V: Address: 611 PARADISE COURT Owner: BESTCON, INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 23340 Date: 5/21/2002 C) DON C. FOR , C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the regwemerts of section 106 of the Standard Bum Code certifying that at the time of issuance this structure was in compNance with the various ordinances of the City regulating building construchon or use. for the foitowing: Address: 611 PARADISE COURT Owner: BESTCON, INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 23340 Date: 5/21/2002 DON C. FO D, C.B.O. Post in a conspicuous space FLOODPLAIN DEVELOPMENT INFORMATION Location:: ((� Type of Development: S Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed meat. Date tQn o a0 DQE..Applicant's Signature Department Use: Required Lowest Floor Elevation l2- As 2-As Built Lowest Floor Elevation Survey Filed with Building Department F Building Department Representative A ��C,� //CITY OF 44oK & /3�-_T Office of Building Official P A t D REQUEST FOR INSPE 10 3 LJ L] D to it o. s3 v TL e A.M. C P M. C o ddress Locality Owner's GSE Nam JCtractor BUIL G CONCRET ELECT RICA .LUMBING MECHANI Framing ❑ ❑ n ❑ Rou h ❑ Air on ❑ Re Roofing ❑ Slab ❑ Te o e ❑ Heating Insulation ❑ Lintel 0-1Fin I 1op u ew ❑ Fire Place 13Pre Fab READY R INSPAMon. A�/ C nN ri y A.M. Inspection Made 1011 U V" Inspector tion�l ertificate of Occupancy❑ • w Date /►jj�/4o /CITY OF ''__w..JJa Office of Building Official t REQUEST FOR INSPECTION Date / Permit No. Time A.M. Received P.M. J`o�bb Address Locality OwneName r s-- �J I — Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring D Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION N� Mon. Tue Wed. Thurs. FridayPM. Inspection Made P.M. Inspector AD Fin Certificate of Occupancy G MaY.30. 2002 4:31PM BESTCON, Inc. No-4700 P. i :CLARSON & ASSOCIATES FAX NO. :904 3% 26M May. 30 2002 03-.0" P1 MAP SHOWING BOUNDARY SUREY OF LOT COVE 7 AS SHOWN ON MAP OF PARADISE AS RECORDEb IN PLAT BOOK 43, P R B OF rf 4E CM . INC.PK18UC RECORDS OF OUYAL COUNTY, FLORIDA. w,omp S7�OMN ON ►WAT UNE I IME SAME AS SHIWAN ON IAEN7101D PLAT. BARRY dE UTE WOLFgANO CHASE MANHATTAN MORTGAGE CORPORATION OEBORAH W. TAYLOR,ATTORNEY AL TITLE ATRLAW P P.ANCE A. 1 i ORV 4407, PACE 184 S '47'58"E ORY 4998. PAGE 235 0.00' A�-a- 1,1, 0'WOW F&M- do N 00 r N "I STORY FRAME r W/AMYL SIDINS DWELLING /1813 1='• EAV%% r O a w 0 'va � � N a °o O L 0 'a /.4' N81'45'44"W N87''S5 X39 W R-za7.Ov' PRC ' ,¢2.35 3p DEITA_0 0• - PgRAdI COURT C�'20*. Peso" RIgy7 or A Rpm 7 pO e"�+►y.� 002 NOTE: FOUND ALL IRONS _PWROA11014 R -.10-2002 N ND ALL MONS H�Y CER TY THAT TINS SURVEY. PERFORMTO UNDIa NT RESPOMPOLC OIRCCAON MCCTZ 7H8 LE�NQ AgMOUM 1EC1aECN 5FA,NpaRpS POR LAND SuRL[YORS IN ACCORDANCE MYM CHAP ITR 61017-8, FLORIDA ADIAINIS7RATVE CODE(PURSUANT 70 SECTION 47II.027.FLORIDA STATUTES), AND FURT}IER CERTIFY 11eAT 9sc1 / SKS / 1NERE ARE NO VISIBLE ENCROACHMENTS UPON THE 5VB,ECT PROFOITY EXCEPT AS SHOWN. liSLIE: ,++ wT KWEYED MKON APPEARS 70 UE W1NN MAW CLARSON mo ASSOCIA70. INC. " � >tiu TM au AS WLM RING IK FUM WWAI.Yi RATE Is"F4400 AVE.JAGMN1a1.LE.it..322" � vrn�ll �� MAPS COMWM*Y PANEL NO. 1�ZS-�PAIEO 417-eO_ PXeP.t ANOOICY cuwgw- SURVEYED JANVARY 11 2.002. G� prC � �/� R/W .ALE: I s_ .. rou ,I ErA R SI/R�t'/OA as•4i7,PLaRIDA rx"Am PIPE FIELD BOOK e7y PhC6,A_ JOSE A. HILL JRocmn0 Received T i E e 0.— 4:17 P Np1 VN1b w111buT EM A stN11 EToxS SEAL MAP SHOWING PLOT PLAN OF LOT SHOWN ON MAP OF PARADISE COVE AS RECORDED IN PLAT BOOK 53. PAGES 82 & 82A OF THE CURRENT PUBLIC RECORDS OF DWAL''COUN1'Y.•f`I t3A. FOR: it'FiSTCON, INC. } 'BfJ�l21N9 REFERENCE: BEARING SNo ON RIGHt-�OF-WAY LINE H ON IS Al SHOWN Ql+d THF_/� ::IylE l?Rd PLAN• 1s city OFP161AL RECORDS VOL_UME4898, P1i(3l(/ t/4ntl 817 2 Bea n S89047'58"E,TVAN 50'..001 4 ,mJ o 20' eiel '7 p 4 1 PAPO 00 LANA) W � r � ,� • Z00 + ® OAK W °° �• ?r CV o; Ki. ,tCr'n (� TvAt, oN< IMPLE OAK y '• s 0 > ci 1 •'^y, I' .MAONOUA I crDAR Q L i w lLy MYR11.V ~ • O THAN MYR11.E f�� o 1/� TRIPLE MYRTt[ '; . 11 D' a ,5` O 7.3 O r TWIN PEAR l AI N: r. j ENTRY PORCH SVEET CUM •- `�I .PINE -1 18.0' ►��r 0;. 3 d PAS S I �O�' i CAMPHOR a I ('0") REAR a ` S 8 8 02 '58*" CH 8.45' Jun. 6. 2002 10:38AM BESTCON, Inc. No-4860 P. 2 OM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Jun. 06 2002 M 20AM P1 MAP SHO BOUNDARY PARADISE COVE g AS SHOWN ON MAF A9 RROOROCb IN pLA r BOOK 15, 10AMS 13.2 THROUt1H MA OF THE CURRENT PU13UC REWROS OF OU VAL COUNTY. FLORtDR. IS THE 5 ON 111E ABO ONED PIAT. RFp'a',RENGEo Q ON RICHT—OF— AY NIIERM1L OEODEIMC CATUM. 110165 ARE 11 AND TO CER IrimU TO: KELLY KERNE SUNTRUST BANK OLD REPUBLIC NATIONAL TITLE INS. IINN+S. CO. DEBORAH W. 0X8g!�XBj -Z3bAW' P.A. S89'47"5WE 50.00' �• ar OX L07 6 r CD ' (7) RECE-lVrr% N10s 1aa o.r J61N ^009 00 6 A LT N 1 STORY FRAME & I 0�:y Of Atlantic Beach VINYL SIDING DWELLING ti ta•�Av�C2t � J��1 `^v'1t� P✓.�.1.1�I�Q 8ti:� �viifi;"� r�FLooR �, 1 b O O � � O � O �>r W 04 r x 1 •: }� w • "Eixliyp�{N11ir r, � r, to N Pti.ss' h j•�t? '.J PRC "7'2.1�• PC pp n�j 2� •�„'� N88'28'58 H/ 586*09'26ff 01-1-48.45' CH-1.58' R••257.00' L=48.52' Rm930.00' L=1.58' DELTA® 10'4.9'02" DELTA"0106150" 1' PARADISE COURT ` (60' R/W) FINAL SURVEY: 5-29-2002 NOTE: rOUNND ALL IRONS. I RETHAT 1113 SURVEY, PERFORMED UNOER MY RESPONSIBLE WRECTION MEETS THE LES m u l 1 H�tlC U AMA FOR LANO SURVEYORS IN ACOMOANCE 1NTH CHAPTER 01917—a. FLORIDA O SET 1/Y neon(IY TMA) INEM RE NO NSMV,,ENCROACNMENIS UPON coDE(PUMANT TO SECTION {THEO27.SUB CST OPROPERTYLXCEPT AS SHOWN. nEY THAT i §��I.A r +yf p AM TNG Lot SURWY60"OtEGN APPEAR$Tn UK WrAN MOW MAMN ANo ASMA1@S. INC. SONE 'd' PS Sw-ED Fft=T11E IL06D*061 ANCC RATE 1647 NAM AVE..JACKSONM"FL.32107 � IRVAn110F,MAPS.commupoTY PANCL ..�00T5..0nr:n. UA 1F0 4-17-0f. 11PRG PLANT- CIMK r�rr+ T a. Y *RK SURVEYED: .JANUARY 71. 20022 t�` (mauimc SCALE' —1^�2n' 0 WRVEWR NO.2361,FLOWA CCUA ciaci 11{lY 'Id.1ly oo FIELD BOON; 524 PAGE 7_ JOSE A. HILL CEc CIAv wwe_RAll Received T i K e Jun. �r_ 9�37AM °weveY NOT VALID VAM40�T MOSSW-%**-YOR's REAL —x X F4+a 1N 11ts ro FAm Acay I , NOTICE TO: Water Department FROM: Building Department DATE: 6z, -(,;0 '2-- ------------- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Addrq, 7 ERU Number _`?.� -------------------- ------------ -------------- -------------.-- -.- ------------------------ -------------------- ------------------ ----------- -----------------------.--- -------...--�.------r.-... Since ely, Pat Harris Building Department May . 1 . 2002 11 : 04AM BESTCON , Inc. No-3952 P. 1 9Ac$ Ruc, INF- 31,57-201 S.S'.JOH 61.urr 110 April 25, 2002 Mr. Don Ford City of Atlantic Beach inspection Department 800 Seminole Road, Atlantic Beach FL 32233 Don — We respectfully request that temporary power for the new BEMON, Inc. home con- structed at the address listed below be turned on for a period of thirty (30) days for testing purposes. We will be responsible for anything that may occur due to the energizing of the service prior to the Certificate of Occupancy, and the approval and completion of the job. Yu truly, ry P k�ias Dynamic Electric, inc. Re: Lot 6 Paradise Cove , Residence: Keene - ;z Address: 611 Paradise Court Permit #: 23340 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tei: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23872 Address: '. 611 PARADISE COURT Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: IRRIGATION/DRAINAGE Township: Range: Book: 53 Proposed,Use: SINGLE FAMILY Lot(s):6 Block: Section: Square Feet: Subdivision: PARADISE COURT Est. Valuer Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 4/15/2002 Name: BESTCON, INC. Total Fees: 25.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 4/12/2002 Phone:. 904)246-3747 Work Desc: INSTALL LAWN SPRINKLERS CONTRACTORS APPLICATION FEES H2O MANAGEMENT, INC. 25.00 C 4§ "AMIW 3 �y ayyL g' ..r amt`�, !'!'Tg �n•" f�'$t.,�,."�van f a�yaviarg''..,vei. a .v::;..;.. ,k .. k W 5 .: . v7„ystl�.......p I .'Y'pw.. af•R. :Y » A }�•!!K.; � ;� n .�++ eF ti�, a�,:ar � 4y E� w��yy��. ��' Tf, 3.. C4 � _, '+►' - +� a 4 IS txK' "g .'•'fll'.�ft Y s..ttaa 7� ; �,u '{ n„'� y. I grey * M C.:aNr 1.r1” 1+! i x ;T :x, a` n '( 1, ^?'f`�L'I a t s•.��y'fi «'F''. 3 1„n„$ ,. '� :.. .. NOTICE lllt3STIwO A LEAN45 PF1 ECTION }51.4 S' :•SSS + a ,Y Y f. y V •: +r4,,,q t .},-v q T a i 3`•Y.�"•.:- t. 't.a¢,�, =«:?„ ` BUILDING MATERI �W tiM _ IN.PUBLIC SPACE, AND MUST . .. El=1} W R OWNER "FAILURE TO COMIN THE PROPERTY OWNER PA ISSUED ACCORDING TO APPROV I-! JECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO Oper: BUITH Type: OC Drawr: I Gate: 4/15/92 91 Receipt no: 49972 14 umbeeraBUll>sIN6 1 Trans 4 695 PARADISE CT ATLANTIC BEAC BUILDING DEPT. CK DECKS 1384 $158:98 Trans da s 4/ta•-- lime: 1b:83.1891. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax:247-5877 j ELECTRICAL PERMIT i PERMIT INFORMATIONLOCATION jNFORMATiON Pe it Number: 23719 _ Address: 611 PARADISE COURT Permit.Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):6 Block: Section: Square Feet: Subdivision: PARADISE COURT Est. Value: Parcel Number: Improv. Cost: WR 1NFOIVIATION Date Issued: 3!26/2002 Name: BESTCON, INC. _ Total Fees: 50.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 50.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 3/26/2002 Phone: (904)246-3747 Work Desc: NEW 200AMP SERVICE OT�ACTO� - - : APPL110N FEES DYNAMIC ELECTRIC COMPANY77, RM 50.00 t A. III I=010 ,. '+' i..il:..:•�bbl'` =:...., �n_..: � ,*'^"', ._ '.. 4P . NOTICE I £ ' zi T RO PECTION 75M, BUILDING BUILDING MATERIAL, III; C � ( y 'LIC-SPACE, AND MUST BE CLEARED . #tA 13'I —T ks,iIWI � FAILURE TO COMPL IN THE 'PROPERTY OWNER PA ISSUED ACCORDING TO APPRO t AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR ; Oiler: CHERYLE Type: OC Drawer: 1 Date: 3/27/82 81 Receipt no: 45529 ATLANTIC BEACH BUILDIN EPT. 1Transpnuibere�ILDIN6 1 7949987 CK CHECKS 3363 OWN Trans date: 3/27/82 Time: 11:22:84 ss�� e/CITY OF ,; aodw Office of Building REQUEST FOR INSPECTiGN Dates Permit No. t Time A.M. Received P.M. ob Address Locality O er's Na Co or BUILDI CONCRETE LECTRICAL l PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Sewer ❑ Fire Place ❑ Pre Fab ADY RI CTION A.M. Mort. Wed. Thurs. Friday V A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date CITY OF �i fi�a�rtcc �eac( - `��iida 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX (904) 247-5805 SUNCOIvi 852-5800 DATE t _. 2- J JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re Tough electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. AQDRESS r Please call me at.904-247-5826 if you have any questions. S ngErely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT REIT AONLOCATION H11FUl' tAli Permit Number: 23719 Address: 611 PARADISE COURT Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):6 Block: Section: Square Feet: Subdivision: PARADISE COURT Est. Value: Parcel Number: Improv. Cost: ORMATIf Date Issued: 3/26/2002 Name: BESTCON, INC. Total Fees: 50.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 50.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 3/26/2002 Phone: (904)246-3747 Work Desc: NEW 200AMP SERVICE rim APPLICAT*N FEES DYNAMIC ELECTRIC COMPANY PERMIT 50.00 InsPectiorod ROUGH ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION j BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPT. I CITY OF ATLANTIC BEACH i DEPARTMENT OF BUILDING � I 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5828-FAX: 247-5877 PERMIT INFORMATION `' LOCATION INFO NATION Permit Number. 23340 Address: 611 PARADISE COURT _ 1 Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):6 Block: Section: Square Feet: Subdivision: PARADISE COURT Est. Value: _ Parcel Number: s Improv. Cost: 116,864.00 011Eft INFORMATION Date Issued: 1/17/2002 Name: BESTCON, INC. Total Fees: 2,887.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 2,887.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 1117/2002hone: (904)246-3747 _ (� Work Desc: CONSTRUCT NEW HO . I CONTRACPYTO, --RUS ON FEES _ T 4 BESTCON, INC. 9 767.00 fit PA' f 410.00 1,250.00 , 85.00 i a� 6.25 0.33 325.00 i 35.00 1 ` 7.58 Ct-A1 �yRZ, . 0.00 0.84 k' a r g E :? 4. NOTICE- P SNS CTION `— BUILDING MATERIAL, �FtO�tR 'I-IlS1ffORF llU6NY7f GEId BLIC SPACE, AND MUST BE CLEARED UP` iA AY'BY E1��fACTOR OR "FAILURE TO COMPLY N - T IN THE PROPERTY OWNER PAYI j ISSUED ACCORDING TO APPROVED 4} _ IT AND.SUBJECT TO-REVOCATION FOR VIOLATION OF APPLICABLE PROVfSi I � Di�= COl�tei i/2�/i2 gi RmiptiiZ1111a88't ATLANTIC BEACH B, ILDiNG`DEPT. Total pay�e►tt CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMITjNFORMATiON LQGATiC?N INFORMATIQN Permit Number: 23736 Address: 611 PARADISE COURT Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lots):6 Block: Section: Square Feet: Subdivision: PARADISE COURT Est. Value: Parcel Number: Improv. Cost: OWNED INFf3#�MATI-Ott` . r ,� Date Issued: 3/27/2002 Name: BESTCON, INC. Total Fees: 47.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 47.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 3/27/2002 Phone: (904)246-3747 Work Desc: INSTALL HVAC AND DUCT SYSTEM APPLICATION'FEES . MCGOWAN'S HEATING &AIR COND. ISlll 47.00 MEW rpc ' ag i .H 1' MP 3 Yq._ •t A,i.7 �' � .>R.3;. .ITR y Mi �� p �i'�.L NOTICE :fit EGT1 . ESTE 'TES` . 4 IIi TION BUILDING MATERIA , IC SPACE, AND MUST BE CLEARED 'I " tTE tTRTQF ;QF�.OUSfN "FAILURE TO COMM !SkII 1.A �+, N THE PROPERTY OWNER PA lIV IMP ISSUED ACCORDING TO APPRO' Fel ` S D FOR VIOLATION OF APPLICABLE PR SUBJECT TO REVOCATION Oper: DSMITH Type: OC Drawer: t Date: 3/2 7/82 91 Receipt no: 45718 14 PERMITS-BUILDING 1 $47.89 t_()'L__ Trans number: 899189 AT 1C BEACH B ILDIN PT. CK CHECKS 24186 $141.99 Time:Trans date- 3/P7/92 17.98.19 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23440 Address: 611 PARADISE COURT Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):6 Block: Section: Square Feet: Subdivision: PARADISE COURT Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 2/07/2002 Name: BESTCON, INC. Total Fees: 57.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 57.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 2/07/2002 904 246-3747 Work Desc: INSTALL PLUMBIN . CONTRACTORS ICATION FEES DON HARRIS PLUMBING '` . 57.00 1lot i m WE NOTICE - INS I=GTONS E7Ll AT .I*ATY4 Ht; IGF x4 SPECTION 5 BUILDING MATERIAL, B�SMAI� hFOj.TtSQRK. gE ~ CED IN PUBLIC SPACE, AND MUST BE Ri3 �AvvAY OPtT `` OR OR OWNER "FAILURE TO COMPLY WITE � "V ESULT IN THE PROPERTY OWNER PAYING (`` NTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $57.6014 Date: 2/88/82 81 Receipt: 8832689662 LANTIC EACH BUILDING DEPT. CHECKS 88188883221888 CITY OF 4.,�`� ;�I 4#g4c 13eaAc1i- G �C Office of Building Official �a'373c� REQUEST FOR IN ION 4 q0 Date L as? Permit No. Time ` / A.N�, Received t� M (J, `fin Job Address Locality Owner's �7 Names l L 1 Y l Contractor _ BUILDIN AL PLU CONCRETE EL MBING ECH INA CA� Framing Footing ❑ Rough Wiring X Rough ❑ Air Cond. & Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out >< Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. ' Mon. Tues. Wed, Thurs. Friday_ .M. A.M. Inspection Made _ 01% �PM. Inspector �� Final Inspection ❑ Certificate of Occupancy ❑ �f✓, I V Date 5 q-S7- C f?67,3 ��}} j/� � ��.� //CITY OF //�_�� // 1`YZ4w& !3 -1f�uJ4 dJ� Office of Building Official REQUEST FOR INSPECTIO j��`'� 3 Date— 4 - � � �..Jc�{ Per No. � Time Received Job Address .�._�P Locality Namer s Contractor &E.S r �, o r v..� tUam� CONCRETE ELECTRICAL PLUMBING MECHANICAL ing 11Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation e' Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tue . Wed. Q2urs . Friday 2 A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date _ AACITY__O//F 0 l3Pd(.i>C- office of Build' g Offici REQUEST FOR i SPE ION Date � �� 2- Permit No. Time A.M. Received P.M. Job Address Localit Own _ - � Name Contractor ` BUILDING CONCRETE ELECTRICAL UMBING~ MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Insulation ❑ Lintel ❑ Final ❑ Sewer f Fire Place ❑ IC1' Pre Fab READY FOR INSPECTION CM. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. inspector Final Inspection ❑ Certificate of Occupancy❑ Date //►/�jj//��,a / / CITY OF _p,k Office of Building Official �*y � REQUEST FOR INSPECTION Date 0 Permit No.�" Time A.M. / Received P.M. Job Address Locality r- -- Owner' Name Contract �) BUILDING CONCRETE ECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ;?----Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A'M' Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made Inspeotor - Final Inspection El Certificate of Occupancy❑ Date F ee�� eeCITY OF ,�}��__,, ........, �.. 4&42a C limit- I� w; Office of Building Official } _�) REQUEST FOR INSPECTION Date d �` / � Permit No. � Time Received Jo resre�s Owner's --�_//��1/� l.�t! Name Contrac BUILDING ONCRET ELECTRICAL 4LUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made V P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date B & B ¢ EXTERMINATING C0 - , INC . 215 Osceola Street Jacksonville, Florida 32204 (904) 389-3323 • Fax (904) 389-9606 'r Builder: Wf T,. Lot# Subdivision: Address:- Time ddress:Time& Date: Termiticide: � "`' " % Gallons: Square Ft.: Linear Ft: -Type of Fill: Slab Type: Mono Floating Other: Depth of Footings: Interior: Exterior: Areas not ready for treatment: .omments: chnician: 1?� - v A CITY OF !Y� A�-*&W- 4 Office of Building Official �•y Q REQUEST FOR INSPECTION Date 4 y Q 7 Permit No. 3 `�` t� Time M. Received b AddpIs Locality Owner' : ^ ``f Name Con G �4 BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION E. Tues. Wed. Thurs. Friday P.M. 1 Inspection Made A.M. P. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date Office of Building pfficial Date REQUEST FOR INSP TimeN Received A.M. Permit No. ,t PM. JOAK Address Owner's (l Name �.� L BUILDING ocality Framing CONCRETE Contractor Re Roofing 0 Footing ELECTRICAL Insulation Slab ❑ Rou h PLUMBING ❑ Lintel ❑ Temp, Wiring 0 Rough MECHANICAL ❑ p Pole Final ToP out Air Cond. n Tues. & Mon. READY FOR n Sewer ❑ Heating INSPECTION ❑ Fire Place Pre Fab 13 Made Inspection y Wed. , �j •. Ir Ti' Inspector A.M. Friday P.M. . PM. Final Inspection ❑ Certificate of Occupancy❑ Date -_ CITY OF � _ 7-7 4&4^&a BM4Cii- Office of Building ial REQUEST FOR INSPECTION Date S Z_- Permit No. � 34 c7 Time Received P.M. Job Add r b Locality Owner' Name �" Contractor BUILDING ✓ CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Fin Temp Pole 11 Top Out ❑ Heating Insulation ❑ Lintel ❑ al ❑ Sewer El Fire Place ❑ Pre Fab DY SPECTION CmD Mon. Tues. Wed. Thurs. Friday P.M. \,t'L��rL A.M. Inspection Made ✓ P.M. Inspector I Final Inspection ❑ Certificate of Occupancy ❑ Date e7 — 3,—X&70 BUILDING AND ZONING I'NS?ECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC EACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. LOCATION Street Address: OF Intersecting Streets: Between And BUILDING Subdivision II. IDENTIFICATION — To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attac4d plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of MechanicalMcGowan' S Heating & Air— Contractors Contractor (Print) frond . Inc . Master CACO-18970 Name of M-48 Property Owner 4kt,w Signature of Owner 1 _ Signature of or Authorized Agent ;(/ Architect or Engineer t III. GENERAL INFORMATION A. Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON 0( Electric THIS BUILDING OR SITE4 Q Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION Q Oil PERMIT Q Other — Specify IV. 1!WHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) Residential or ❑ Commercial Heat ❑ Space ❑ Recessed A Central ❑ Floor New Building Air Conditioning: ❑ Room 10 Central )) ❑ Existing Building ( Duct System: Materia l be r(3 SS Thi n 11� ❑ Replacement of existing system Maximum capacity c.f.m. Y_ New Installation(No system previously Installed) Q Refrigeration ElExtension or add-on to existing system ❑ Other — Specify Q Cooling tower: Capacity q.p.m. Q Flee sprinklers: Number of heads Q Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY Q :Gasoline pump (number) (Reeehwd) Q.. Too kt (number) Remarks Q LPG containon (number) 0 Wind pressure vessel Permit Approved by Do Q bilert / Q Wier — Specify Permit Fee LIST ALL EQUIPMENT AIA CONDITIONING AND REFRIGERATION EQUIPMENT p Number Units Description >t[odal Number Kanutac r (Tooety w�1MVIng PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: 60 61-74-4213F- C / ( V'—Cu sr OWNER: 1 I / ` Q 2- [✓f 1. Determine Occupancy Classification of the structure. Select occupancy classification which most accurately fits the use of the Building. (Chapter B3) [✓f 2. Determine actual physical properties of building. ["f< a. Determine building area each floor. (Area definition Chapter 62) b. Determine grade elevation for building. (Grade definition Chapter B2) C. Determine building height in feet above grade. (Height definition Chapter B2) [ •}' d. Determine building height in stories. (Story definition Chapter 132) [ .Y e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter B2) [� f. Determine percent of exterior openings per floor. [v( 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 66) a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [ l b. Check allowable height and area increases permitted. (Chapter 135) 4. Check detailed Occupancy requirements. (Chapter 64) [ ']� 5. Check detailed Construction requirements [ a. Fire Protection of Structural Members (Chapter B6 &Table 8600) [ ] b. Fire Protection Requirements(Chapter B7 and Table B700) [ C. Means of Egress Requirements(Chapter B10) [ ] d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) 6. Review design as related to standards. (Chapters B16-B26) [� 7. Check other requirements as necessary. [ ] a. Construction projecting into public property(chapter B32) [ ] b. Elevators and conveying systems(Chapter 830) [ ] C. Sprinklers,standpipes and alarm systems(Chapter 139) d. Use of combustible materials on the interior(Chapter B8) e. Roofs and roof structures (Chapter B15) [� f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other l l � 0 " CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date I By: t < Don C. Ford, Building Official don/sb.1 RECEIVED PROPERTY DES IPTION .SAN 10 City Of Atlantic Beach " *: #�, Block # Section # Building ,division: }�(�r 1i2=b e_. and Zoning Street Name / DESCRIPTION OF WORK or Address: p(1tzld/,<10 Lf -{- (If in a FLOOD HAZARD Flood Zone: ly area complete page 3) Bripf /U".)k�A_ Class of W k: : ew Remodel/Addition ZONING INFORMATION Type of construction: WOOCOO ' Q._ 41 Zoning Proposed ,,/ ©b District: I Use: ,C.�(fi-/� Estimated Value $ ��1 ! Exceptions or Variances Materials. &400d— Granted: 4000Granted• A 4 , g —�� Solid or Ground: Roof: vel Method of Heating: �+ OWNER INFORMATION BESTCON, INC. 2440 South Beach Parkway Property Owner: Phone: Mailing Address lle Beach, FL 32250 904 246-3147 Zip: CONTRACTOR INFORMATION BESTCON, INC. 2440 South Beach Parkway Contractor: Phone: Mailing AddressBeach,Jackson FL 322M 04 24&3747 Zip: STATE LICENSE NO: Dapteration I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PER%PP0R1Z%ATA NGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signatur DATE Contractor Signatur r DATE 2N TO AND SUBSCRIBED BEFORE ME BY - C�/r 'G �� THIS � DAY 199_ NMEWOLFGANG NOTARY PUBLIC•STATE OF FLORIDA NOTARY PUBLIC MY COMMISSIO!,!EXPI1123 DEC.26,2003 COMMISSION NO.CC897712 DEC 14 01 07:15 CLARSON 233 P03 MAP SHOWING PLOT PLAN OF LJT AS" SHOWN ON MAP OF PARADISEVE AS RECORDED IN PLA BOOK 53. PAGES 82 & 82A OF THE CURRENT PUBLIC RECORDS OF DUVAL coulit•TY.• FOR: $ESTCON, INC. .' ' 8EAC21N�, REFERENC s REARING SHOWN ON RIGHT—OF—WAY LINE HEREON IS A SHOYN QM 11 l _Iii 11 fi 67 1/ Pu tod6c G) -J:0 a OFFICIAL RECORDS VOLUME4898, PAGE 2,35 i. 589'4758"E a TWIN (4",3") 50-00 O' S 20• HRL 7 m m` PAHO .',:y �►I10/ LANAI 00 P, 70 150 Z00 . . : :;...: '.OAK � pj a: � ' •i', ,ti.ti:;., '' (� rnM+ OAK ° (t6") tRIP1 E AK W W 1 t , .MAONOUA i CEDAR o r z f.I w CL } w y MYRILE O to ' 7N MYTL RE ® NI �yit RIPQ. V.; ;y' �• lm TLE MYRTLE O ��► 7.V11.D' 9 TWIN PEAR (` ENTRY PORCH N ; SWEET CUM ^^' J 18.0' '�.5 V PINE 0 I PALM > CAMMOR OP r1�O) (15") {A (4-0") AV A#on*c of YY PlNwdnp and �..' ` >► TMs epprovst varMea aareoa N S 8 8*2 'rJ •>r E zoning, subdivisloe sed other loos! land s devoiopawl raguia<ww but do*$ not co to CH= $.45 approval for_the_hyyu ae Com Ijlisnce F-207,00. Lm48.s7-' Jan.17, 2002 3:59PM BESTCON, inc, No.H P P. 2 D.& 16e6a Gage 1900 fP�1 NOTICE OF COMMENCEMENT To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of Property: Lot 3, PARADISE COVE, according to the plat thereof, an recorded in Plat Book 53, Pages 82 and 82A, of the current Public_ Records of Duval Caunty, Florida. Geaaaldesc6ptionofinVrove==tents• singlefamilyib mllina Owner Bestcon. Inc. -- Address 2440 SouthBeach Parkway Jax Beach, F:7. 32250 , Owner's interest in site of the improvement Fee simple Title holder(if other than owner) Name � ContraCtor Bessie n. Inc. _ ---- ' Address 2440 South5sech Parkway Jax 84ach, Pl. 32250 (� Surety(if any) 1{V Address _____ — Amount of band$ Name and address of any person making a loan for the construction of the improvemettts. Name Amsouth Hank Address 10245 centurion Parkway Jax f1. 32255 Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name Venture Title Agency Address 4315 Pablo 0*%s Court, Jax, F1 32224 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). Name Address THIS SPACE FOR RECORDER'S USE ONLY C, Q 5 Sworn t a scrt 0 b re a this o�` Ackntowle e u t k1•N c�6(�rQleg�xeh 12th day of December, 2001 lC ,,��_= cry lic Terri L. Lane 11119A My Commission o"x.pires: June 5, 2004 4 �rwas �tMR µ � aCWMM1d�MMetl1 OW f OEM 04 Joe= .��""r` � � u �NrOaMlAweOMswM� S 01%0 ,CO►1MENCF IYE�Iiy rti1-RL►-t�, I r15 Face mount Hangers - Plated "Muss Products Fasteners Doug-Fir Larch/So.Pine Spruce-Pine-fir Model Min. Allowable Loads Allowable Loads No. Heel Height Carrying Carried Uplift Floor now Const Uplift Floor Snow Const HUS26 with Reduced Heel Height Member Member (133) (100) (115) (125) (133) (100) (115) (125) 9 31/2 6-16d 4-16d 1135 1265 11455 1580 925 1050 12101 1315 ; HUS26 31/2 10-16d 4-16d 1135 1800 2070 2245 925 151OF17351 1890 of 4%6 14-16d 6-16d 1550 256512950 3205 1390 2155 2480 2540 i11;pplp 9 Min. Dimensions Fasteners f ppopo�pl Model e s a pppllplp No. Heel Ga w H B Carrying Carried plpppppp Height Member Member pp1,pp'Ippplppl _ SINGLE 2x SIZES ,w� pl ° LUS24 2% 1/16 3y 1/ 4-1Od 2-10d Ippal�l , LUS26 4y 18 1%6 4% 1% 4-1 Od 4-10d s y HUS26 4y6 16 1% 5 3 14-16d 6-16d Typical HUS <- ' HGUS26 4y 12 1% 5ti6 5 20-16d 8-16d Installation �° l HGUS28 5y 12 1% 7X6 5 36-16d 10-16d with Reduced «3` ado LUS28 4/16 18 1% 6% 1� 6-tod a-iod Heel Height # HUS28 6y 16 1% 7 3 22-16d 8-16d LUS210 4 18 19 7+ 13 Ya ,(6 3/ifi /e 8-10d 4-10d HUS210 8% 16 15/6 9 3 30-16d 10-16d Model Avg �fir, ble Loads Southern Pine Allowable Loads Spruce-Pine-Fir Allowable Loads No. UltSnow Const Uplift' Uplift' Floor Snow Const Uplift' Uplift' Floor Snaw Const (115) (125) (133) (160) (100) (115) (125) (133) (160) (100) (115) (125) SINGLE 2x SIZES LU524 3850 465 490 640 7351 8001 490 490 690 795 865 390 465 540 625 675 LUS26 5167 930 1115 830 955 1040 1010 1165 900 1035 1125 780 935 700 805 875 HUS26 10000 1550 1550 2565 2950 3205 1550 1550 2785 3200 3325 1390 1550 2155 2475 2540 HGUS26 14178 1425 1425 3755 3905 3905 1425 1425 3905 3905 3905 1425 1425 3185 3585 3585 HGUS28 16188 1755 1755 5055 5055 5055 1755 1755 5055 5055 5055 1755 1755 4030 4155 4215 LUS28 6066 930 1115 1055 1210 1320 1010 1165 1 1140 1310 1425 780 935 890 1025 1115 HUS28 13167 2000 2000 3585 3700 3775 2000 2000 3380 3505 3585 1855 2000 2580 2680 2745 LUS210 7750 930 1115 1275 1470 1595 1010 1165 1380 1590 1725 780 935 1085 1245 1355 HUS210 18833 2845 3000 1 3775 1 3920 4020 3000 1 3000 3585 3745 3850 1 2320 2780 2745 2870 2955 Min. Dimensions Fasteners Doug Fir-Larch/Southern Pine Spruce-Pine-Fir Model Heel Ga Avg Allowable Loads Allowable Loads No. Height yy H B Carrying Carried Ult Uplift' Uplift' Floor Snow Const Uplift' Uplift' Floor Snow Const OR Member Member (133) (160) (100) (115) (125) (133) (160) (1 or) (115) 1 (125) DOUBLE 2x SIZES LUS24-2 25/6 18 3y 3y 2 4-16d 2-16d 5303 565 5651 765 1 880 960 465 555 640 735 800 LUS26-2 499;6 18 1 3y 1 4% 2 4-16d 4-16d 6076 1140 1 651 1000 1 1150 1250 925 1115 820 945 1025 HHUS26-2 45/6 14 3y, 5 3 14-16d 6-16d 14667 1550 1 501 2580 1 29651 3225 1395 1550 2165 2490 2710 s HGUS26-2 4y 12 35(6 55(6 4 20-16d 8-16d 14667 2000 20001 3755 43201 4695 1865 2000 3185 3660 3980 LUS28-2 45(6 18 3y 7 2 6-16d 4-16d 7750 1140 1165 1265 1455T1585 925 1115 1050 1210 1315 u HHUS28-2 6y 14 35(6 67/ 3 22-16d 8-16d 19850 2000 2000 3885 4465 4855 1860 2000 3275 3765 4095 ~ HGUS28-2 5y 12 35(6 7X6 4 36-16cl 10-16d 25180 2650 2650 6245 7185 7810 2330 2650 5335 6070 6150 LUS210-2 6-/,6 18 3y 9 2 8-16d 6-16d 10907 1550 1550 1765 2030 2210 1390 1550 1465 1680 1830 HHUS210-2 8% 14 35(6 8% 3 30-16d 10-16d 22167 2855 3000 5190 5900 5900 2330 2795 4385 4795 4875 y HGUS210-2 7y 12 35(6 9X6 4 46-16d 12-16d 28333 3415 3665 7890 8110 8225 2795 3355 6110 62601 6360 a IPA TRIPLE 2x SIZES HGUS26 3 4y 12 4+5(6 4y 4 20-16d 8-16d 14667 2000 2000 3755 4320 4695 1865 2000 3185 3660 3980 HGUS28 3 53/, 12_L41% 7y 4 36-16d 10-16d 125180 1 26501 26501 6245 , 7185 7810 2330 2650 5335 61351 6665 T HGUS210-3 7+y18 12 4% 9y 4 46-16d I 12-16d 128333 1 34151 36651 7890 1 8665 1 8665 2795 I3355I 6745 -7 8430 HHUS210-3 8y 14 4+X6 9 3 30-16d 10-16d 22167 2855 3430 5190 5900 5900 2330 2795 4385 50401 5480 QUADRUPLE 2x SIZES HHUS210 4 8y, 14 6y 8/ 3 30-16d 10-16d 22167, 2855 3430 5190 5900 5900 2330 2795 4385 5040 5480 1.Uplift loads have been 04x SIZES increased 33% 4L—US 46 4Y8 18 35(6 4% 2 4-16d 4-16d 6076 1140 1165 1000 1150 1250 925 1115 820 945 1025 and 60%for _HGUS46 4X6 12 3/ 4% 4 20-16d 8-16d 25180 2275 2735 3755 4320 4695 1865 2000 3185 3660 3980 earthquake or HHUS46 45(6 14 3% 5y 3 14-16d 6-16d 14667 1550 1550 2580 2965 3225 1395 1550 2165 2490 2710 wind loading LUS48 4Y 18 3/6 6/ 2 6-16d 14-16d 7750! 11401 1165 1265 1455 1585 925 1115 1050 1210 1315 with no further increase allowed. HUS48 6y 14 35(6 7 1 2 1 6-16d 6-16d 111901 15501 15501 1505 1730 1885 1315 1550 1240 1425 1550 Reduce by 33% HHUS48 6y 14 - 3 7 1 3 22-16d 8-16d 19850 2000 2000 3885 4465 4855 1860 , 2000 3275 3765 4095 and 60%for HGUS48 5X6 12 1 3Y, 7X9 4 36-16d 10-16d 251801 26501 2650 6245 7185 7810 2330 1 2650 5335 61351 6665 normal loading LUS410 6y, 1 18 ! 35(6 gy 2 8-16d 6-16d 10906 1550 1550 1765 2030 2210 1390 , 1550 1465 I 1680 1830 aS in cantilever HHUS410 8% 14 3% 1 9 3 30-16d 1 10-16d 221671 2855 1 34301 5190 59005900 2330 2795 4385 5040 5480 construction. HGUS41U 7'/16 12 1 3% 9 1 4 46-16d 12-16d 283331 34151 36651 7890 1 8665 8665 2795 3355 6745 7110 7210 HGUS412 9X9 12 3% 10X6 4 '56-16dI14.16d 350001 3985 47801 9365 10305 10440 3260 3910 7130 7305 7425 HGUS414 11X6 12 1 3% 12/,6 4 66-16d j 16-16d 35000 4555] 5000110295 10525110680 3725 4470 729517500 7635 101 7' — 39'4-9 c 7 ti 2' D.C. THRU TB-H5 T WARNING NOTE 1. DO NOT CUT OR ALTER TRUSSES, UNLESS - APPROVED BY TRUSS OFFICE � _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2. VERIFY ALL SPANS AND AMOUNTS, AS — — TRUSSES WILL BE BUILT IN STRICT T 93. NOCBADANCE CKCHARGESHTHIS ALLOWED,1YUUT UNLESS APPROVED i IN WRITING BY TRUSS PLANT MANAGER ~ 4. APPROVED BY = in APPROVAL DATE: DEL. DATE cri -1 BASE PLATE HT 8-1-2 cv cn zr PITCH 7/12 _ T T — — — — — — —j OHANG 24" M cn~ cn o JOB: A0998 CUSTOMER: BESTCON INC. LOC: LOT 6 PARADISE COVE DESIGNER: i - -- -- - -- BILL ELLEOGE i i 2' O.C. THRU T9 58' (A0998-PLAN #1318 T-1GE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 9.26 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 SEE DWGS S10015EN0699 & GBLLETIN1001 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 54 PLF at -2.15 to 54 PLF at 0.00 TC From 114 PLF at 0.00 to 114 PLF at 11.00 TC From 54 PLF at 11.00 to 54 PLF at 13.15 BC From 20 PLF at 0.00 to 20 PLF at 11.00 W1.5X4 III W4X4 W3X3% W1.5X4 III 7 F— W3X3 WH3% 7 W 3 X 3 3-2-12 8-1-2 W2X4(Al) = W1.5X4 III W1.5X4 III W1.5X4 III W2X4(Al) L---2-0-0---3;;J L--2-0-0---J L. 5-6-0 _I� 5-6-0 ,I 11-0-0 Over Continuous Support R=154 PLF U=62 PLF W=11-0-0 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL 3 E - - Scale =.375" Ft. —WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ^_ T C L L 20.0 P S F R E F R 1 5 1--46119 BRACING. REFER TO DID 91U (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORM TN ESE FUNCTtONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED • , TC DL 7.0 P S F DATE 12120101 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •• ��' —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED jG �(�:� BC. DL 10,0 PSF DRW HCUSR151 01354001 PRODUCTS, INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 42704 1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND L :* B C L L 0.0 P S F ITC--ENG /DR ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISEDNS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE i A OF TOT.L D. 37.0 P S F S E A N - 14794 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EAC HPER DRAWL NOSFAC E OF I60 ARZ.S, ANDATH EU S EAT NLESSON TT H ISI DRAWING TED I NDIONAT ESTHIS AOCCE PTAN CEO OFI ON P ROFEOSSIIONALL ENGINEER ING Alpine Engineered Products,IIIc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �••� OUR.FAC. 1.25 FROM BE IT8Ine5 City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILOfNG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PFR D e c SPACING S E E ABOVE Pt.Certificate of Authorization#567 ANSI)TPI 1-1995 SECTION 2. _^„M1 (A0998-PLAN #1318 T-1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W4X4= 7 F 7 3 6-13 �}8-1-2 W2X4(A1) W1.5X4 III W2X4(A1) 5-6-0 �}E 5-6-0 5-6-0 ,I 5-6-0 I I� 11-0-0 Over 2 Supports R=407 U=180 R=407 U=180 PLT TYP. Wave TPI -95 Design Criteria : TPI STD 19.,a FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND �- T C L L 20.0 P S F R E F 8 1 5 1--46120 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO TC DL 7.0 P S F DATE 1 2/2 0/0 1 PERE0RMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ••-�'y/j STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. S 0-f' **IMPORTANT** FURNISH A COPY Cl THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED =% BC DL 10.0 PSF DRW HCUSRISI 01354002 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SH IFPING, INSTALLING AND B C L L 0.0 P S F H C-ENG /D R EZA L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIEICATI0N PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTEU. APPLY CONNECTORS TO STAM OF , TOT.L D. 3 7.0 P S F S E O N - 14797 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •:��(� f DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING -"•.�R1Q D U R.F A C. 1 R 0 M B E Alpine Engineered Products,Inc. RE SPU NS IB IL ITY SOLELY FOR THE TR US$ COMPONENT DESIGN SHOWN. THE SU[TAB IL ITY AND USE OF THIS =City,FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER B e c SPACING FLCerti6cateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. (A0998-PLAN #1318 - T2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL LOADS BOT CHORD 2x6 SP #2 N ------(LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS 2x4 SP #3 TC From 54 PLF at -2.15 to 54 PLF at 20.15 BC From 4 PLF at -2.15 to 4 PLF at 0.00 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BC From 20 PLF at 0.00 to 20 PLF at 18.00 LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, BC From 4 PLF at 18.00 to 4 PLF at 20.15 WIND BC DL = 5.0 PSF. BC 341 LB Conc. Load at 3.44, 14.56 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. W5X7= Wl.5X4 III W5X7 7 F— T —1 7 2 8-5 8-1-2 W1.5X4 III W3X8= W1.5X4 III WN5(Al) = W3X5(Al) L---2-0-0--=J L--2-0-0--J --4-0-0 5-0-0 �E 5-0-0 4-0-0—� 4-0-0 _I, 10-0-0 _I_ 4-0-0 J fE 18-0-0 Over 2 Supports R=1128 U=590 W=3.5" R=1128 U=590 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL 3 E - Scale =.3125" Ft. *`WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--46121 BRACING. REFER TO HI891 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M INSTITUTE, 583 D'ONOFR91 R. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO D4�_. T C DL 7.0 P S F DATE 1 ?120101 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHOftD SHALL HAVE PROPERLY ATTACHED �fl��•�'.�/' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. (`� f,•� _IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR151 01354003 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO = @. 7� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND .L _* B C L L Q,Q P S F FIC-ENG /D R E�ZALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 7l SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OSA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T U l .L D. 37.0 P S F S E A N - 14800 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Q(�`�' •J DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Ns.s«-'''+"'�r�- D U R.FAC. 1.25 FROM B E Alpine Engineered Products,In C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY .AND USE OF THIS Hames City,Ft 33844 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e C SPACING 2 4.D" FL Certificate of Authorization 4567 ANSI/TPI 1-1995 SECTION 2. 1 1 I � , (A0998-PLAN #1318 - T3-H1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X7 = W1.5X4 III W3X5= 7 F- 3-10-5 0-3-8 � �8- -2 W1.5X4 III W3X8= W2X4(Al) = W1.5X4 III �2-0-0J 6-0-0 6-0-0 5-6-4 0-5-12 L. 6-0-0 _I 12-0-0 _I fF 18-0-0 Over 2 Supports R=806 U=371 W=3.5" R=628 U=269 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL 3 E - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND if L L 20.0 P S F R E F R151--46122 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED 1 C DL 7.0 P S F DATE 1 2 2 0 0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • '�� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �f1�a Bl, DL 10.0 PSF DRW HCUSR151 01354004 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ` P-o BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND 2 O 2704 ALPINE BRACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN / * B C LL 0.0 P S F HC-ENG /D R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T O i .L D. 37.0 P S F S E O N - 14845 EACHFACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER -- DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Y OR 19� ► O U R.FAC. 1.25 F ROM BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e c SPACING 2 4.0" FL Certifj to of Authorization N 567 ANSI/TPI 1-1995 SECTION 2. (A0998-PLAN #1318 T3-H3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 10.74 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x6 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 17.67 BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 5.38 BC From 80 PLF at 5.38 to 80 PLF at 13.68 BC From 20 PLF at 13.68 to 20 PLF at 18.00 W5X5 = W1.5X4 III W3X5 W1.5X4 III 7 (- 6-2 5 0-5-8 � �8-1- W3X5= W3X8 W3X5(Al) = W3X8 III L-2-0-0---J I. 5-2-133F 4-9-3 , 4-0-0 SE 3-6-4 D 5 2 5-2-13 8-9-3 3-6-4 _ 0-5- 2 10-0-0 I 8-0-0 fF 18-0-0 Over 2 Supports J R=1044 U=452 W=3.5" R=888 U=385 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.53 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING,, INSTALLING AND T C L L 20.0 P S F R E F R151--46123 BRACING. REFER T%NIB (HANDLING INSTALLING ANp BRACING), PUBLISHED BY TPI (TRUSS PLATE M. INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, Wi 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 1 ?120101 STRUCTURAL PANELS, BOTTOM OR SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �,Q tIF1 ��i `*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �4" ��' BC UL 10,0 PSF DRW HCUSR151 01354005 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO -A2 427A, 1. A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WE APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN * B C L L 0.0 P S F H C-E N G /D R SPECIFICATION PUBLISHED BY THE AME CA FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO A OF ( T O T.L D. 3 7.0 P S F S E A N - 14841 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITT ON CONNECTORS PER Rt�1�'rr -- DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 'may �M� O U R.FAC. 1.2 5 F R 0 M BE Alpine Engineered Products,hic. RESPGNSIB ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Flames Clty FL 33844 OMPGNEHT FUR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec S P A C I N G S F E ABOVE FL CertificateofAuthorizationN567 ANSI/TPI 1-1995 'SECTION 2. (AO998-PLAN #1318 T3-H2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 10.16 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x6 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 17.67 BC - From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 8.00 BC - From 80 PLF at 8.00 to 80 PLF at 17.71 BC From 20 PLF at 17.71 to 20 PLF at 18.00 W4X4= W3X5 = W1.5X4 III 7 5-0-5 0-5-8 - 8-1 W3X5 W2X5(A1) = W50(R) III Lc—: 2-0-0-J 0 5 � 8-0-0 E 4-10-0 _I IE 4-8-4 2 �I� r 8-0-0 9 67 4 333%4 ►, 8-0-0 �_ 10-0-0 ,I fE 18-0-0 Over 2 Supports R=975 U=412 W=3.5" R=1041 U=439 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.,5.a,; FL 3 E - Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--46124 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. INSTITUTE. 583 D'ONOFRI0 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY Pft ACTICES PH DRUID PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �{ T C D L 7.0 P S F DATE 12120101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • � T�� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED :V� rR:� B C D L 10.0 P S F D R W IICUSR151 01354006 PRODUCTS, INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .42704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND . ' B C L L 0.0 P S F HC-ENG /D R ALPINEBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROV ISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF By ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO .+� �� TOT.L D. 37.0 P S F S E Q N - 14843 EACH FACE OE TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ti`tilt*!• . DRAWINGS 16 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �'!.�`E' D U R.FAC. 1 .2 5 FROM BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SOI TABIL[TY AND USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec Z SPACING S E E ABOVE FL Certificate ofAuthori7.ation#567 ANSI/TPI 1-1995 SECTION 2. (A0998-PLAN #1318 - T3-H4 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 11.33 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x6 SP #1 Dense LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W3 2x4 SP #2 N: WIND BC DL = 5.0 PSF. SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 17.67 BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 6.09 W5X5= W1.5X4 III BC From 80 PLF at 6.09 to 80 PLF at 17.52 BC From 20 PLF at 17.52 to 20 PLF at 18.00 ni (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. 7 W (A) W1.5X4 7-4-5 0-5-8 � �8-1- W3X5 W3X5(Al) = W5X7(R) III LE-2-0-0---J t 6-2-13 I 5-9-3 I 15 6 4 D15 2 E 8-4-7 'T 9-1-13 1 33384 L 12-0-0 I 6-0-0 I iE 18-0-0 Over 2 Supports R=1046 U=464 W=3.5" R=1074 U=477 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a _ FL 3 E - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151--46125 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE u INSTITUTE, 583 D'ONOFRIO DR., SOI TE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO m f R. T O D L 7.Q P S F DATE 1 2/2 0/0 1 PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE TND ICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �-, '7t. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS OE SI GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �`=�► BC DL 10.0 P S F D R W HCUSR151 01354007 PRODUCTS, INC. SHALL N0T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ` BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND C1,4270�•� B C L L 0.0 P S F H C-E N G /D R AL P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICAOLE PROVISIONS OF NDS (NATIONAL DESIGN i SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE jj CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ..��r TOT.L D. 37.0 P S F S E Q N - 14848 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �RING �� Alpine Engineered Products,Inc. RESPONSIBILIITY SOLELYTFOR HE STHE TREA 0 USSICOMPONENT DEDSIGNTSHOWNCEPTATHE NCE OSUITABILITYROFE OAND USENAL IOFETHIS ��.��.)}•�"'' D U R.FAC. 1.2 5 F R 0 M B E Hare City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e c }� S P A C I N G S E E A B O V E FL Certificate of AuthorizationN567 ANSI/TPI 1-1995 SECTION 2. (A0998-PLAN #1318 - T-4 GE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2, T3 2x4 SP #1 Dense: 100 MPH WIND, 9.26 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 54 PLF at -2.15 to 54 PLF at 0.00 TC From 114 PLF at 0.00 to 114 PLF at 10.71 SHIM ALL SUPPORTS TO SOLID BEARING. TC From 54 PLF at 10.71 to 54 PLF at 13.15 BC From 4 PLF at -2.15 to 4 PLF at 0.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF BC From 20 PLF at 0.00 to 20 PLF at 11.00 THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, BC From 4 PLF at 11.00 to 4 PLF at 13.15 AND SUPPORTING SHEAR WALLS.SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END.ALL + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W4X4 W3X3 T2 T3 7 F— W3X3�� +10-0-7 W3X8% —� 7 3 2-12 W5X5 = + —� 4.61+ W3X8 4.61 1— + + 8-1-2 W2X4(Al) W2X4(A1) L-- 2-0-0 �J, 5-6-0 �� 2-0-0� L 5-6-0 _I, 5-6-0 _I �- —5-6-0 5-6-0 �- 11-0-0 Over 3 Supports R=478 U=193 W=3.5" R=759 U=307 W=3.5" R=460 U=186 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a y_ FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151-46126 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHE II BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONGFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO AL PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �-�'•�Y/j_ T C D L 7.O P S F DATE 1 2 2 0 0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j,••t �'T% **IMPORTANT** FURNISH A COPY OF THIS DE 51 GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t �� BC DL 10.0 P S F D R W HCUSR151 01354008 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND o`42.704 R C L L 0.0 P S F H C-E N G D R ALPINEBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN j* / SPECIFICATION PUBLISHED BY I I E .AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ATE OF TOT.L D. 37.0 P S F S E Q N - 14828 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 4 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNEf.TORI PER f h, DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING � �R10..�',�s� O U R.FAC. 1.25 F ROM B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR TIE TRUSS COMPONENT OE S[GN SHOWN. THE SUITABILITY ANO USE OF THIS �' Tlalnes City,Fl. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS TIE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D E C � SPACING S E E ABOVE FL Certificate ofAutborization#567 ANSI/TPI 1-1995 SECTION 2. (A0998-PLAN #1318 - T-5 GE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 100 MPH WIND, 11.50 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N :B3 2x6 SP #2 N: ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF. WEBS 2x4 SP #3 :W2 2x4 SP #1 Dense: :W7 2x4 SP #2 N: SEE DWGS S10015EN0699 & GBLLETIN1001 FOR MORE REQUIREMENTS. SPECIAL LOADS + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. TC From 54 PLF at -2.15 to 54 PLF at 5.50 TC From 114 PLF at 5.50 to 114 PLF at 17.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF TC From 54 PLF at 17.00 to 54 PLF at 17.29 THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, BC From 4 PLF at -2.15 to 4 PLF at 0.00 AND SUPPORTING SHEAR WALLS.SHEAR WALLS MUST PROVIDE BC From 20 PLF at 0.00 to 20 PLF at 10.71 CONTINUOUS LATERAL RESTRAINT TO THE GABLE END.ALL BC From 95 PLF at 10.71 to 95 PLF at 17.29 W4X4= CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W3X5% -1 7 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 0 U�� SHIM ALL SUPPORTS TO SOLID BEARING. W3X5 7 F- T2 W3X3% W5X9(R) 0\ 7-8-7 W3X6 W2 5-3-9 W3X6 �0 W3X8 W7 + W5X7 - + -� 4.61 4.61 + n. Ini + 8 1 2 + B3 W2X4(Al) W5X7( Ill W3X8- + + L--2-0-031E 10-10-4 j I 3ii. 5-6-0 � 2-7-4 _28 1 2-5-8 _ 2-9-0 2 5 I 4-1-8 13-2-0 I 4-1-8 I 5-6-0 T 5-2-8 T 6-7-0 �1 17-3-8 Over 3 Supports R=406 U=182 W=3.5" R=331 U=180 W=3.5" R=1847 U=825 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL/-/3/-/E/-/- Scale =.3125" Ft. `*WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND i-^ T C L L 20.0 P$F R E F R151--46127 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TNI (TRUSS PLATE _ INSTITUTE, 583 11 10FRIO DR., SUITE 200, MADISON, NI 53719). FDR SAFETY PRACTICES PRIOR TO M. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED1 T C D L 7.0 P S F DATE 12120101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. : ••� •./ `"IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �``,• ��'" BC DL 10.0 PSF DRW HCUSR151 D1354009 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES [N fQNFORMANCE WITH TP L', OR FABRICATING, HANDLING, SHIPPING, INSTAI.I[NG AND '427C14 B C L L 0.0 P S F H C-ENG D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN * i SPECIE ICAiI ON PUBLISHED BY THE AMERICAN FOREST AND PAP Eft A55OCIATION) AND TPI. ALPINE S- CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO TOT.L D. 37.0 P S F SEAN - 14835 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS I60 A-7- THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 46 RSO D U R.FAC. 1.25 F ROM BE Alpine Engineered Products,Inc. RESPONS181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FI. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e C li3e SPACING S E E ABOVE FLCertificate ofAuthorization#567 ANSI/TPI 1.1995 SECTION 2. (AO998-PLAN #1318 - T-5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W4X4 —1 7 W1.5X4 III W1.5X4 III W 3 X 5 7 r` 8-0-8 3-7-10 10-1-2 III 5X5= W1.5X4 III W3X3 - 4.61 W3X3= 4.61 I— �8-1-2 W3X8 W2X5(A1) W1.5X4 III L 2 0-0-j 11-0-0 6-3-8 5-7-12 4 4 4 f, 3-2-0 I 4-1-8 I 1 5-6-0 T 4 b 0 I 7-3-8 5-6-0 13-2-0 I 4-1-8 I T 11-9-8 �1 17-3-8 Over 2 Supports R=780 U=348 W=3.5" R=619 U=261 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.1,a FL/-/3/-/E/-/- Scale =.3125" Ft. **WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--46128 BRACING. REFER TO HIB 91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.O P S F DATE 12120101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .•�•,� **IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED''; BC DL 10.0 P S F D R W HCUSR151 01354010 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .'f• BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND •427 8 C L L 0.0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PR QV ISIONS OF NDS (NATIONAL DESIGN =1 SPE CIf IC AT PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 7{� CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO 1= T� d := T 0 T.L D. 37.0 P S F S E 0 N - 14853 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S DRAWINGS 160 A-Z. THE SE 0.L ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OR��B D U R.FAC. 1.2 5 FROM BE Alpine ERgIIIeCred P70dUCYS 1t1C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB IL II'Y AND USE OF THIS t"+.�,�„c-.Q•• Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e C �r SPACING 2 4.0" FL Certificate OfAnthOrlZatlon//567 ANS[/TPI 1-1995 SECTION 2. (A0998-PLAN #1318 T-5A ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN NGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. SHIM ALL SUPPORTS TO SOLID BEARING. W4X4 —1 7 W1.5X4 III 141.5X4 III W3X5 7 F- 8-0-8 3-7-10 10-1-2 W1.5X4 III W5X5 143X3 —� 4.61 143 X 3= 4.61 t— 8-1-2 143X8 141.5X44 III W2X4(A1) L--2-0-OSE 10-10-4 ,1 11-0-0 -1- 5-7-12L- 6 3 8 5 7 12L- 4-4-4 a1E 3-2-0 _1_ 4-1-8 5-6-0 4 6 0 T 7-3-8 I, 5-6-0 13-2-0 11-9-8 _1_ 4-1-8 �l f T 1 �E 17-3-8 Over 3 Supports - R=637 U=279 W=3.5" R=387 U=187 W=3.5" R=375 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL/-/3/-/E/-/- Scale `*NARNiNG** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 0 P S F R E F R151 --46129 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE m, _ INSTITUTE, 583 D'0NOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 1 ?120101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .••�•' .� `*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSI AFLAT ION CONTRACTOR. ALPINE ENGINEERED =`•• - �� BC DL 10.0 P S F D R W HCUSR151 01354011 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BU IED THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, RANOLING, SHIPPING. [NST AILING AND • .42704 {�C L L 0.0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ��' 2 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. At Z i CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 CALM. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ��.Q� : I TOT.L D 3 7.0 P S F S EON - 14857 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-7. THE SEAL 6N THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING � w D U R.FAC. 1.2 5 FROM B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHUNN. NE SUITABILITY AND USE OF TNIS Ila.es City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS TME RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. ;a 1 (A0998-PLAN #1318 - T-6 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN MGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.35" DUE TO LIVE LOAD AND SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. 0.18" DUE TO DEAD LOAD. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W5X5 W3X3 W1.5X4 III W 3 X 3 7 F-- —1 7 6-2-5 W5X8= W3X3 -J 4.75 —I 4.75 W5X7 = 4.75 1— W1.5X4 III 8-1-2 W3 5(A1) Wl.5X4 III W1.5X4 III W3X5(Al) L-2-0-0-J 12-7-8 7-4-8 5-8-11 1 4-3-5 _1_ 4-3-5 1 5-8-11 I 7-4-0 T 5-4-0 -01317- 7-0-9 10-0-0 _1_ 10-0-0 7-4-0 T 5-4-0 –1 7-4-0 20-0-0 Over 2 Supports R=868 U=460 W=3.5" R=732 U=310 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0,0 P S F R E F R151--46130 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO M. QQ�! PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 12120101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .�y **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �• •• ��• BC DL 10.0 PSF DRW HCUSR151 01354012 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 7 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND X2704 H C L L —0.0 P S F HC-ENG J D R A L P I N E BRACING OF TRUSSES. HIS DESIGN CONFORMS WITN APPLICABLE PROYIZ IONS OF NDS (NATIONAL DESIGN : SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 4 A� �`' TOT.L D. 37.0 P S F S E O N - 149 4 1 CONNECTORS ARE MADE OF 20GA ASTM A653 GR1C GALV. STf EL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 10I A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PR OfESSIUNAL ENGINEERING •I� D U R.F A C 1 2 5 FROM B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS '•a.••'`• FIameS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE aOILDING DESIGNER, PER Dec. SPACING 2 4.0" FLCertsticateofAuthorization#567 ANVITPI 1 1995 SECTION 2. y - I (A0998-PLAN #1318 - T-6GE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 10.57 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD, SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) SEE DWGS S10015EN0699 & GBLLETIN1001 FOR MORE REQUIREMENTS. TC From 54 PLF at -2.15 to 54 PLF at 0.00 TC From 114 PLF at 0.00 to 114 PLF at 19.85 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 54 PLF at 19.85 to 54 PLF at 22.15 BC From 4 PLF at -2.15 to 4 PLF at 0.00 SHIM ALL SUPPORTS TO SOLID BEARING. BC From 20 PLF at 0.00 to 20 PLF at 20.00 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS.SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END.ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. W 0 4 7 r WU6 W3X3 -1 7 W 3 X 6 a +10-10-E-10-4 + + + + W5X9 W5X5= W5X5 = + W3X3 j 10-1-1 + + -( 4.75 E� �� 4.75 + W5X9 + 8-1-2 W2 4(AI) ; W2X4(Al) L-2-0-0�1� 5-5-12 �E 4-6-4 �E 4-6-4 � L--2-0-0-j I_ 10-0-0 _I_ 10-0-0 7-4-0 5-4-0 TF 7-4-0 fE 20-0-0 Over 5 Supports j R=438 U=234 W=3.5" R=578 U=249 W=3.5" R=889 U=382 W=3.5" R=418 U=282 W=3.5" R=581 U=2.50 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL/-/3/-/E/ Scale =.3125" Ft. `*WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND - T C L L 2 0.(1 P S F R E F R151--46131 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7.0 P S F DATE 1 2/2 0/0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED •. •N��/ STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. - _IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �•� �' � BC DL 10.0 PSF DRW HCUSR151 01354013 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI{ OR FABRICATING, BANDLING, SHIPPING, INSTALLING AND BC LL 0.0 P S F HC-ENG / DR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S _ CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ATS bF TOT.LD. 37.0 PSFSEON 149 3 8 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �Ay�� ]/'oM R,�� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �•.•.••..." D U R.FAC. 1.25 FR0M KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TROSS COMPONENT DESIGN SN OWN. HE SUITABILITY AND USE OF THIS I1alna City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER De SPACING S E E ABOVE FL Certificate ofAudiorization#567 ANSI/TPI 1-2995 SECTION 2. (A0998-PLAN #1318 - T7-H1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER TOP CHORD 2x4 SP #2 N SPECIAL LOADS BOT CHORD 2x4 SP #2 N (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS 2x4 SP #3 TC From 54 PLF at -2.15 to 54 PLF at 15.29 BC From 4 PLF at -2.15 to 4 PLF at 0.00 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BC From 20 PLF at 0.00 to 20 PLF at 15.29 ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF. TC 209 LB Conc. Load at 7.06, 9.06, 11.06, 13.06 BC 85 LB Conc. Load at 7.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC 15 LB Conc. Load at 9.06, 11.06, 13.06 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W5X5= WI.5X4 III W3X8 W1.5X4 7 (- 4-5-5 4-5-5 W5X7 W5X8= W3X3 — 1 4.61 8-1-2 W3X6(Al) -2-0-0—� 3-11-6 _I_ 3-0 10 4-0-0 4-3-8 5-6-0 T 5-6-0E 4-3-8 7-0-0 _!_ 8-3-8 5-6-0 9-9-8 15-3-8 Over 2 Supports R=1048 U=530 W=3.5" R=1170 U=550 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a y_ FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R 1 5 1--46132 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONDFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T PERFOR MIHG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED I C DL 7.0 P S F DATE 12/20/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT'` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � •• •• �` � 8C DL 10.0 P S F D R W HCUSR151 01354014 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 04' BC LL 0.0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN •� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _ CONNECTORS ARE MADE OF 2GGA ASTM A653 GR4O GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ATE t4F �Q` T 0 T.L D. 3 7.0 PSF S E 0 N 14934 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �f DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES .ACCEPTANCE OF PROFESSIGNAL ENGINEERING - tiO D V R.FAC. 1.2 5 FROM BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS tin.,,,.,��' Hames City,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING LS THE RESPONSIBIt ITV OF THE BOf LOING DESIGNER, PER Dec SPACING 2 4.0" FE.Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (A0998-PLAN #1318 - T8-H1 } THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :61, B6 2x4 SP #1 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.44" DUE TO LIVE LOAD AND 0.35" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.57" DUE TO LIVE LOAD AND 0.46" DUE TO DEAD LOAD AT X = 20-4-3. W5X7 = W3X5 = W3X5 = W5X5= W5X7 W3X8�i W3X8 0� 7 � W3X5 7 5-7-5 W5X9(F1) W5X7 � W3X5 = B6 B1 4.61 W3X5= �— W. 6X8 4.75 4.75 `- 8 1-2 W3X8(A1) W1.5X4 III W1.5X4 III HS412 = 146X6= W5X5 =— W1.5X4 III W3X6= W1.5X4 III 20-4-3 2 1 10 14-7-13 5-7-12 3-4-4 5-8-1 5-6-6 3-7-15 3-6-5 5-5-11 5-6-0 3 7 12 5-6-5 5582-7162-4 11 141-6-5 2-10-9 0 a 4 5-3-15 9-0-0 17-0-0 9-0-0 5-6-0 14-10-3 11-14 11.14 5 4 2 5 3-15 fE 35-0-0 Over 2 Supports R=1407 U=613 W=3,5" R=1407 U=608 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 19.51, FL/-/3/-/E/-/- Scale =.1875" Ft. "WARNING*-` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--46133 BRACING. REFER T?,HIB (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE e� INSTITUTE, 583 D'ON0 FRIG DR., SUITE 200, MAOI SON, WI 53719), FOR SAFETY PRACTICES PRIOR TO , �I►=�+/j�/. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 1 T C D L 7.0 P S F DATE 1 2 i 2 0 f 0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, y ,.� !I�'• �'_�rF1 ^`IMPORTANT`" FURNISH A COPY OF THIS DESIGN TD THE INSTAL IATION CONTRACTOR. ALPINE ENGINEERED `� �� , BC DL 10.0 PSF DRW HCIJSR151 01354032 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TU Q 2704 A BUILD THE TRUSSES IN CONFORMANCE WTTH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AMC V^� BC LI 0.0 P S F HC-ENG J D R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN T L SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ATS(�F CONNECTORS ARI MADE OF By ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO r TOT.L D. 3 7.0 P S F S E Q N - 14928 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �y QFf DRAWINGS S60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '`�. .,:� D U R.FAC. 1.25 F ROM BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS 1:0MPONI NT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS E Haines City,F1, 33814 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e C S P A C I NG 24.0" FLC, ofAuthori7ation#567 ANSI/TPI 1-1995 SECTION 2. 7 (AO998-PLAN #1318 T8-H2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :Bl, B6 2x4 SP #1 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.38" DUE TO LIVE LOAD AND 0.31" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS, LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. 145X7= W1.5X4 III W3X8= WlOX14 W3X5% W1.5X4 III W3X8 W3X8 7 r � 7 6-9-5 W5X9(Fl) W5X7 - Y5X ) HS412 B1 4.61 W3X5= W3X5= W3X8= 4.75 = 4.75 B8-1 2 W3X8(Al) W3X3 W3X6= 4.75 141.5X4 III W5X5= W5X7 L 2 0 DJ W1.5X4 III W1.5X4 III W1.5X4 III 2-3-10 20-3-10 14285610 5-7-12 3-0-10 4-8-1 4-6-5 3-9-10 3-0-10 5-5-12 5-6-0 2-5 6 3-2-6 4-6-5 4-8-1 -11-14 11-14 2-8-12 2-7-6 5 4 0 11-0-0 13-0-0 11-0-0 5-6-0 14-10-2 11-14 -11-14 5 4 2 5-4-0 35-0-0 Over 2 Supports j R=1415 U=613 W=3.5" R=1415 U=608 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD _ 19.5a FL/-/3/-/E/-/- Scale =.1875" Ft. L **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDING, SHIPPING, INSTALLING AND ` TC LL 20.0 P S F R E F R151--46134 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M INSTITUTE, 583 D'UNOERID DR.. SUITE 200, MAO ISDN, WI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7.0 P S F D A T E 12120101 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _ *'IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Ci •• (�: BC DL 10.0 P S F D R W HCUSR151 013S4015 PRODUCTS, INC. SHALL NOT BE RESPONStBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Q 2704 s BIIILO THE TRUSSES IN CONFORMANCE WITH TPI', OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND y+^i B C L L 0.0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TC /� SPECIFICATION PUBLISHED BY THE AMERICAN FOR AND PAPER ASSOCIATION) AND TPI. ALPINE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ,Y TOT.L D. 37.0 P S F S E Q N - 14931 EACH FACE OF TRUSS, AND OGLESS OTHERWISE LDC AT ED ON THIS DESIGN, POSITION CONNECTORS PER 1p"tpp DRAWINGS 160 A-Z. THE SEAL ON IHIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING . . D U R.FAC. 1.2 5 FROM B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Hames Citp,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec SPACING 24.0" FLCertificateofAot6onzationN567 ANSI/TPI 1-1995 SECTION 2. (A0998-PLAN #1318 - T8-H3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #1 Dense :T2 2x4 SP #2 N: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #1 Dense :B3, B4 2x4 SP #2 N: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W4 2x4 SP #2 N: WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND 0.19" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) 2x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. GRADE OR BETTER. ATTACH WITH 16d NAILS @ 6" OC. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. 145X7 = W3X5 = W5X5 T2 W3X8 W W3X5 0� 7 x- 7-11-5 (A) 7 B3 J 4.75 B4 W3X6= W5X7 4.61 4.75 0-0-0 —� 8-1-2 HS412 = W5X12 W5X9(F1) Wl.5X4 ill W3X5 W1.5X4 III W5X7 2L 0 0� L-5.33-3-15� 5-7-12 7 4 4 1-2-7 1 9 9 7-8-1 5-6-0 7 7 12 7 2 7 11 14 9 3 14 13-0-0 9-0-0 7-8-1 5-6-0 14-10-3 -11-14 7-4-0 [E 35-0-0 Over 2 Supports =j R=1421 U=609 W=3.5" R=1409 U=604 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 19.5a FL/-/3/-/E Scale =.1875" Ft. -**WARNING*` TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC L L 20.0 P S F REF R 1 5 1--4 6135 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ■■ JJ INSTITUTE, 583 0 NOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO TC OL 7.0 P S F DATE 12J20J01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED V Y� BC DL 10.0 PSF DRW HCUSR151 01354016 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 4•17Q4 4 BUILD 7'HE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO 3 p G L L 0.0 PSF H C-E N G J D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �, CONNECTORS ARE MADE OF 20GA ASTM A653 G 4 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TD 7 OT LD. 37.0 P S F S E 0 N - 14915 EACH FACE OF TRUSS, AND ONLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O Rtt��E DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F ROM B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLEIY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines Cit},FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e c SPACING 24.0" FL Certificate of Authorization#567 ANSIYTPI 1-1995 SECTION 2. (A0998-PLAN #1318 - T8-H4 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, S8C, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :B1 2x4 SP #1 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W5 2x4 SP #2 N: WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.27" DUE TO LIVE LOAD AND 0.22" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. W5X5= W5X5 W5X5 0� ;4W W3X5 9-1-57 W5 4.75 = W5X5= 75 B1 4.618 1-2 W3X8(Al) W6X6= W1.5X4 III W5X7 2�°--0 W1.5X4 III 2-0-0 W3X6(B1) 5-7-12 4 7 4 29-4-9 4 9 0 5 0 0 2-4-1 5-7-7 7 2 4 5-5-11 5-6-0 9-7-12 5-2-7 11-14 7-0 8 5-7-7 15-0-0 5-0-0 15-0-0 5-6-0 14-10-3 -11-14 7-0-8 5 7 7 35-0-0 Over 2 Supports =j R=1415 U=597 W=3.5" R=1415 U=597 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL 3 E Scale =.1875" Ft. —WARNING— TRUSSES REDUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--46136 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. INSTITUTE, 583 U'ONOFRIO DR., SUITE 200, MADISON, WI 53719j, FOR SAFETY PRACTICES PRIOR TO T C D L 7.0 P S F DATE 12120101 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED .•••••r•, STR UC TOR AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RI GIO CEILING. _IMP IMPORTANT`* FURNISH A COPY OF THIS OF SI TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �J_ B C D L 10.0 P S F D R W HCUSR151 01354017 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIAT ION FROM THIS DESIGN; ANY FAILURE TO : ALPINE BUILD THE TRUSSES IN CONFORNANCE WITH TPI, OR FABRICATING, riANOLING, SHIPPING, INSTALLl [NG AND 4Y7114 B C L L 0.0 P S F HC-ENG /D R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2ODA ASTM A653 GR40 GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO A�1�F : T 0 T.L D. 3 7.0 P S F S E 0 N - 14911 EACH FACE GF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - P DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �•s�. R,Q D U R.FAC. 1.25 FR0M BE Alpine Engineered Products,Inc. RESPON SSB[L ITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS Hautes City,FL 33844 COMPONENT FOR ANY PARTSCULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D SPACING 2 4.0" FL Certificate of Authorization M 567 ANSI/TPI 1-1995 SECTION 2. (A0998-PLAN #1318 - T8-115 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :B1 2x4 SP #1 Dense; LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.26" DUE TO LIVE LOAD AND 0.21" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) lx4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. W5X9(R) ur W5X5 = W5X5 S W3X5 10-3-5 W5X7 % 7 t— (A) 7 W5X5 (A) W6X6 75 W1.5X4 III J W5X7= W3X5= W3X8= 4.75 B1 4.61 +8-1-2 W3X8(A1) W5X5= Wl.5X4 III W5X7 = 21 D �1 W1.5X4 III W1.5X4 III 2 W3X6(Bl) 29-4-8 D 5-7-8 I, 5-7-12 jE 5-7-4 �(E 5-9-0 4-4-0 SIE 7-2-4 _(E 5-5-12 _I r 5-6-0 T 5-9-0 r 5-10-12 11 2-6 �-11-141 7-0-8 1 5-7-8 17-0-0 17-0-0 5-6-0 14-10-2 111a 7-0-8 5-7-8 fE 35-0-0 Over 2 Supports �I R=1415 U=587 W=3.5" R=1415 U=587 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL/-/3/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151--46137 BRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE u INSTITUTE, 583 D'0NOFRIO DR., SUITE 200, MADISON, W] 53719), FOR SAFETY PRACTICES PRIOR TO ma (� T C D L 7.Q P S F DATE 1 2/2 0/0 1 pERfGftMIN6 THESE FUNCTIONS. UNLESS OTHE0.W ISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED rr STRUCTURAL PANELS, BOTTOM CHORD SHAIU HAVE A PROPERLY ATTACHED RIGID CEILING. .• •�Fr **IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •�`=� I BC DL 10.0 PSF DRW HCUSR151 01354018 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TN IS DESIGN; ANY FAILURE TO pp BU IID THE TRUSSES [N CQNFORM ANCE WIT" TPI; OR FABRICATING, HANDLING. SNIPPING, INSTALLING AND 2704 ' p C L L 0.0 P S F H C-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN @3 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE OF - TOT.L D. 3 7.0 P S F S E Q N - 14906 CONNECTORS ARE MADE OF pOGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S AA DR AW]NSS 1BD A-Z. 7NE SEAL ON THIS DRAWING 1NDI CATES ACCEPT AN CF OF PROFESSIONAL ENGINEERING D U R.FAC. 1 .2 5 FROM BE Alpine Engineered Products,Inc- R£SPONSIB IL TTY SOLE Y FUR THE iR USS COMPONENT DESIGN SNOWN. HE SUITABILITY ITABIL[Tr AND USE OF 1"HIS yw+" Hames City,FL 33x44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RES PONSIBILT TY OF THE 8HE LOING DESIGNER, PER 3 e SPACING A C I N 24.0" FLCertihcateofAuthorizationtl567 ANSI/TPI 1-1995 SECTION 2, J U (A0998-PLAN #1318 - T-9 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :B1 2x4 SP #1 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. W5X5 W3X5 W3X5 a W3X5 7 r � 10-6-13 W5X7 Z (A) W5X5 W 6 X 6 W5X7 _ W3X5= W3X8= Ll_ 131 4.61 �8-1-2 W3X8(AI) W1.5X4 III W5X12 = W3X5(Al) 2I" o_o I W1.5X4 III2IE 1` 5-6-02 �� 6-0 04 �1E26"6600-0 31E 5610-0 3-0-0' O-L '-0 5-8 15 Or -� 1 5-6-0 "1 17 6 0 '( 18-0-0 I T a o 0 "F 8-6-0 � 35-0-0 Over 2 Supports R=1415 U=585 W=3.5" R=1415 U=585 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD l�19.5a FL/-/3/-/E Scale =.1875" Ft. '*WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--46138 BRACING. REFER TO H18 9' (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRID DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED 1 C D L 7.0 P S F DATE 12/20/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _ • � •. _IMP SA NI NC. SHARNILL NOTSH AB EORESPONSIBLEPY OF THIS DFOR GNAN OY TDEV IATEONHE LFROMNTH�STDESIGN; AANYNE FANLUR EEROD ,f • d(�(� B C D L 1 O.O P S F D R W HCUSRISI DI3S4D1g BUILD THF TRUSSES IN CONFOflMANCE WITH TPI', OR FABRICATING, HANDLING, SR IPPING, INSTALLING AND d.4 70 •� B C L L 0.0 P S F HC-ENG /D R ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS DF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 6R40 GALV. STEEL, EXCEPT AJ NOTED. APPLY CONNECTORS TO °rA�'r� VF ,�`{�� T 0 T.L D. 3 7.0 P S F S E Q N - 14903 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S•4,/I� {,p?• �ci DRAWINGS 160 AZ. TH£ SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGiVV D U R.F A C. 1.2 5 F ROM BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS �� Haines City,FL 33&W COMPONENT FOR ANY PARTICULAR BUILDING IS TRE RESPONSIBILITY Of THE BUILDING OE SIGNER, PER De C SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. 'I 1 -1 , (AO998-PLAN #1318 - T-10 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :B1 2x4 SP #1 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X5 W 3 X 5 143X5 W 3 X 5 0� 7 r- 10-6-13 145X7 7 (A) W5X5 W3X5= 143X8= 146X6 B1 4.61 8-1-2 145X7 145X7 : W1.5X4 III W1.5X4 III W3X8(Al) W5X12 = W3X5(Al) 141.5X4 III 145X5= 141.5X4 fif Z�° W1.5X4 III 2 0 0 5-7-12 �E 6-0-0 4 �I 6-0-0 �� 5610 0 �T 3-0-0 'j� 1-10-7 -6-0 4 5 13�J 5-6-0 17-6-0 ,I_ 17-6-0 �I 5-6-0 18-0-0 T so o T 8-6-0 I< 35-0-0 Over 2 Supports R=1415 U=584 W=3.5" R=1415 U=586 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL 3 E Scale =.1875" Ft. —WARNING*` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--46139 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. INSTITUTE, 583 D'ONOFft IO DR., SUITE 200, MADISON, WI 53719), FOR SAf BY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED - T C D L 7.0 P S F DATE 12120101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMP IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j ��:� B C D L 10.0 P S F D R W HCUSR151 01354020 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH T91; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND *.42M4 9 - E C L L 0.0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOW (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 'N = TOT.LD. 37.0 P S F S E O N - 14899 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 4 .� 6 DRAWINGS 160 A-Z. THE SEAL OA THIS DRAWING INOICAT ES ACCEPTANCE OF PROFESSIONAL ENGINEERING 0 toof,� D U R FAC. 1.2 5 FROM B E Alpine Engineered Products,Inc. RESPONSIB Il ITY TEL FOR THE TRUSS COMPONENT DESIGN SHORN. THE SUITA8ILTTY AND USE OF THIS `P1 llallleS City,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUI GING IS THE RESPONSIBILITY OF THE BU ILOING Df SIGNER, PER D e c S P A C I NG 24.0" FLCertifcateofAuthorizationN567 ANSI/TPI I-1995 SECTION 2. (A0998-PLAN #1318 - T-11A ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #1 Dense :B3, B4 2x4 SP #2 N: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W4, W5 2x4 SP #2 N: WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND TC From 54 PLF at -2.15 to 54 PLF at 37.15 0.17" DUE TO DEAD LOAD. BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 35.00 SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. BC From 4 PLF at 35.00 to 4 PLF at 37.15 LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & LATERALLY BRACE BC ABOVE FILLER AT 24" OC. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. W5X5= DE CTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. WH5 W1.5X4 III (A) W5 7 r 10-6-13 � 7 W 5 X 7 W4 W 5 X 7 (A) W6X6 W3X3= W1.5X4 III B3 W5X7 L 8-1-2 W3X8(Al) W1.5X4 III 84 W1.5X4 III W5X12 = W1.5X4 III 2f_ o D_I J 4.61 4.61 `— W5X7 = W .5X4 III2(E 0 0, W3X6(B1) 10-8-8 24-3-8 5-7-12 IE E 5-7-8 a•I6-2-12 _I. 94-8-4 7-0-1 5-9-11 �J 5-6-0 5-9-4 1 7-9-4 T 3-0-0 1 7-1-13 T 5-9-11 (, 17-6-0 J— 17-6-0 ,J f 5-6-0 T 13-6-8 3-0-0 T 12-11-8 'I fE 35-0-0 Over 2 Supports j R=1415 U=667 W=3.5" R=1415 U=667 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19,5d _ FL/-/3/-/E/-/- Scale =.1875" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F 8 1 5 1--46140 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE _ INSTITUTE, 583 D'0NOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7.0 P S F DATE 12120101 PERF URMING THESE FUNCTIONS. UNI ESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED •F. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IMPORTANT'* FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CDN TR ACTOR. At ENGINEERED •. �J`:F.p BC DL 10.0 PSF DRW HCUSR151 01354021 PROD 7S, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO *, BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND • X1270:4 B C L L �.O P S F H C-ENG /D R A L P I N E BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �}�r CONNECTORS ARE MADE OF 2ODA ASTM A653 GR4O GAL V. STEEL, EKCEP7 AS NOTED. APPLY CONNECTDRS TO t 1 C d� T 0 T.LD. 37.0 P S F S E A N - 14897 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERS.WiP D U R.FAC. 1.2 5 FROM B E DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING 1 DICA7 ES ACCEPTANCE OF PROFESSIONAL ENGINEERING y iy R Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS •••t Haines City,FL 33844 COMPONENT FUR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1199s SECTION 2. (A0998-PLAN #1318 - T-11 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 12.93 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N :B3 2x6 SP #1 Dense: ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :W7, W8 2x4 SP #2 N: FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SPECIAL LOADS SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 37.15 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 17.54 (B) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & BC From 80 PLF at 17.54 to 80 PLF at 29.92 GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. BC From 20 PLF at 29.92 to 20 PLF at 35.00 BC From 4 PLF at 35.00 to 4 PLF at 37.15 143X6= DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. W1.5X4 III SHIM ALL SUPPORTS TO SOLID BEARING. LA ALLY BRACE BC ABOVE FILLER AT 24" OC. W3X5 W3X5 W3X5% W 5 X 5 W 7 r � 10-6-13 W5X5 (A) 7 (B) 143X5 W8 145X5= —' 4.61143X4.61 `� 141.5X4 III 2-1 0 .,�k-8-1-2 143X5(A1) 143X5 = 63 143X5= 145X5= 143X3= 143X5(A1) �2-0 0�� W1 .5X4 III _I 2� 0-0� 17-2-4 11-0-011 24-0-0 2-2 (� 5-7-12 —1— 31_3-4-13 SIF 6-2 12 6-3-11 _I,3-3-15�jE 7-10-7� 1 5-6-0 1 2_4_� 1 3-4-13 T 5 9 4 T 10-1-1 r 7-10-7 I 17-6-0 j_ 17-6-_0 _ j 5-6-0 T 11-6-8 T 17-11-8 1 35-0-0 Over 3 Supports R=710 U=449 W=3.5" R=1867 U=880 W=3.5" R=997 U=608 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a _ FL/-/3/-/E/-/- Scale *WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L�. 20.0 P S F R E F R151--46141 *BR ACI G. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M� INSTITUTE, 583 D'ONEERI0 DR., SUITE 200, MADISON, WI 53719), EOR SAFETY PRACTICES PRIOR TO TC OL 7.0 P S F DATE 12120101 PERFORMING THESE FUNCTIONS. UNLESS OTHERWS SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .`t� •y STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMFORTP.N T** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C v 0%.� BC OL 10.0 P S F D R W HCU SR151 01354022 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OFSIGN. ANY FAILURE TO = 42704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND * _* a C L L 0.0 P S F H C-ENG /DR 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WET H APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FDR ESi AND PAPER ASSOCIATION) AND TPI. ALPINE OF TOT L D. 3 7.0 PSF F S E A N - 1 4 8 8 5 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO . EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �QRt t DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �Nf~ D U R.FAC. 1.25 F ROM KP Alpine ERgll]Ceted PIOdUCYS,InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OE THIS { I1HlI1es City,FL 33844 COMPONENT FOR .ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TNI BUILDING DESIGNER, PER Dec 71 SPACING S E E ABOVE FLCeRificateofAuthorization#567 ANS 17TPI 1-199' "'TION 2 . (A0998-PLAN #1318 T11-H1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 11.95 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :63 2x6 SP #2 N: LOCATED WITHIN 4.50 FT FROM ROOF EDGE, WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W7 2x4 SP #1 Dense: WIND BC DL = 5.0 PSF. :148, W9 2x4 SP #2 N: FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SPECIAL LOADS SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.00 to 54 PLF at 37.00 (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & BC From 4 PLF at -2.00 to 4 PLF at 0.00 GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. BC From 20 PLF at 0.00 to 20 PLF at 17.49 BC From 80 PLF at 17.49 to 80 PLF at 27.62 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC From 20 PLF at 27.62 to 20 PLF at 35.00 BC From 4 PLF at 35.00 to 4 PLF at 37.00 SHIM ALL SUPPORTS TO SOLID BEARING. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W5X5= W3X5 = W5X5 W3X5 W3X5�i Wl.5X4 III 7 F 420-( (A) W (A) -I 7 8-6-5 W8 W3X5 = W1.5X4 4.61 4.61 18-1-2 W3X5 W3X3= W1.5X4 III W3X8= B3 W3X5 W5X5= 17-2-4 W3X3 W3X3= W3X5(A1) 11-0-0 24-0-0 5-7-12 _1 F 3 { 4-1-4 31 4-3-0 _3-2-4 3-9-12 _I_ 6-9-3 aE 7-2-13 5-6-0 1 4-3-0 T 4-4-12 1 2-10 12 1 10-8-11 r 7-2-13 14-0-0 _1_ 7-0-0 _I_ 14-0-0 5-6-0 T 11-6-8 T 17-11-8 35-0-0 Over 3 Supports R=703 U=401 W=3.5" R=1820 U=827 W=3.5" R=899 U=537 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.13a FL/-/3/-/E/-/- Scale =.1875" Ft. -WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M. T C L L 20.0 P S F R E F R151-46142 BRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'0NOFRIO DR., SBI TE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IN OFCATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED NA.- .��• STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING T C D L 7.0 P S F DATE 1 2/2 0 0 1 . �F lr!'Ly�� "IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR151 01354023 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO [a .27Q4 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND !K ,y _may,, B C L L .0 P S F H C-ENG D R A L P I N E BRACING DF TRUSSES THIS bESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN MT�r� Z 7� / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .STATE f) CONNECTORS AR MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L Q. 37.0 P S F S E A N - 14870 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER -iif% DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDIfATES ACCEPTANCE OF PROfESSI0N.4L ENGINEERING ti4....�..M� D U R.FAC. 1.25 FROM BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI7A8IL ITY AND USE OF iIfIS Haines City,FI. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e C SPACING S E E ABOVE FLCertii'icateofAuthorization#567 ANsllTPt 1-1995 SECTION 2. (A0998-PLAN #1318 T11-H2 } THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 12.49 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N :B3 2x6 SP #2 N: ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :W7, W8, W9 2x4 SP #2 N: FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SPECIAL LOADS SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 37.15 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 17.33 (B) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & BC From 80 PLF at 17.33 to 80 PLF at 26.62 GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. BC From 20 PLF at 26.62 to 20 PLF at 35.00 BC From 4 PLF at 35.00 to 4 PLF at 37.15 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. Wl 5X4 III LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. W5X7= W50=SHIM ALL SUPPORTS TO SOLID BEARING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W3X5% W7 W5X5 �i A (A W5X5�- 7 r 9-8-5 (B) W9 W3X5= W8 Wl.5X4 111 W5X5 2-0-08-1 2 J 4.61 �4.6 � W3X5(Al) W3X3- 63 W3X5= W5X5 = 17-2-4 Wl.5X4 pi W3X5= W30= W3X5(Al) _I 2-0-0- 11-0-0 24-0-0 2- 1912 I _ 5-7-12 1 5-1-4 ALF 5-3 0 I 7 9 3 31 8-2-13 _I 1 5-6-0 1 5-3-0 1 5-4-12 D_ D 9-8-i1 B-2-13 I I 16-0-0 N-o _1_ 16-0-0 _ _I 5-6-0 1 11-6-8 T 17-11-8 —35-0-0 Over 3 Supports R=717 U=434 W=3.5" R=1792 U=831 W=3.5" R=879 U=584 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.50 FL/-/3/-/E Scale —.1875"/Ft. "*WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND _-1 T C L L 20.0 P S F R E F R151--46143 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'0NOT 10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO A� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ........... M. ."1f' T C D L 7.0 P S F DATE 12120101 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. • "*IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ERGINEEREO (�' BC DL 10.0 PSF DRW HCUSR151 01354024 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 42 04 1t�" BC LL 0.0 PSF HC ENG /DR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN �' * j SPECIFICATION PU8LI SHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _ CONNECTORS ARE MADE OF 2OGA ASTM A653 GR 4C GALV. STEEL, EXCEPT AS NOTED. APPLY CDNNECTOB5 TO �,I�A� OP TOT.L D. 3 7.0 P S F S E A N - 14875 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ^�O�,Ap � DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEER ING '7A' ,. D U R.FAC. 1.25 F R 0 M B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec SPACING SEE ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-11995 SECTION 2. (A0998-PLAN #1318 M-1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL LOADS BOT CHORD 2x6 SP #2 N ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS 2x4 SP #3 TC From 54 PLF at -2.15 to 54 PLF at 4.00 BC From 4 PLF at -2.15 to 4 PLF at 0.00 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BC From 20 PLF at 0.00 to 20 PLF at 4.00 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. TC 32 LB Conc. Load at 3.38 BC 407 LB Conc. Load at 2.06 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC 33 LB Conc. Load at 3.38 HANGER= SIMPSON'S HUS26 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W1.5X4 III W4X4 7 T 2 3-15 2-3-15 13 8-1-2 W1.5X4 III W2X4(A1) W1.5X4 III �2-0-0- J 3-4 80-7-8 - 3-4-8 _L�J �-4-0-0 Over 2 Supports =341 U=180 R=547 U=320 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD �19.5a _^ FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 0 P S F R E F R151--46144 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE _ INSTITUTE, 583 D'ONOFRIO DR., SUITE Z00, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 0 HERNISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACH EC. �w• tY TC DL 7.0 P S F DATE 12120101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `•• `IMPORTANT't FURNISH A COPY 0f THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED `� • �(�'� B C D L 1 0.0 P S F D R W HCUSR151 01354025 kPROD UCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OE SIGN; AN'f FAILURE TG f .�}Zx�� ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F H C-ENG /D R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OE SI ON SPECIFICATION PUBLISHED BY TUE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 1 A1C OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAtV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO � TOT.L D. 3 7.0 P S F S E A N - 1 4 9 4 5 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R•� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING v D U R.FAC. 1.25 :=FROM B E Alpine Engineered Products,InC. RESPONS[BIL ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS HauleS Ctty,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec SPACING 2 4.0" FL CertificateofAuthorizati 0567 ANS11TPt 1-1995 SECT On Z. (A0998-PLAN #1318 4'HJ T2 D45 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN NGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. THE FOLLOWING TRUSSES NEED CONCENTRATED LOADS AT THE END OF SUB-FASCIA BEAM ASSUMPTIONS: 5-5-8 SUB-FASCIA BEAM ON THE 0-0-8 THEIR OVERHANGS: 3-4-0 SPAN/SETBACK MEMBER ON THE 0-0-8 CANT CANTILEVER SIDE, 5-5-8 SUB-FASCIA BEAM ON THE 0-0-8 CANTILEVER SIDE REQUIRES 48 LBS AND THE 3-4-0 SPAN/SETBACK MEMBER ON THE SIDE. 0-0-8 CANT SIDE REQUIRES 48 LBS. HIPJACK SUPPORTS 3-4-0 SETBACK JACKS W/VERT OVER BEARING ONLY. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 10-0-15 T 4.95 (— R=17 U=180 2 3-10 2-3-10 8-1-2 R=31 U=180 0-0-1 W2X4(A1) �-- -2-10-11 ��E 4-9-4 4-8-8 Over 3 Supports R=332 U=485 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5c FL/-/3/-/E/-f- SCale =.375" Ft. -WARNING TRUSSES REGUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 O.0 P S F R E F R151--46145 URACI NG. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE u INSTITUTE, 583 D'ONOFR10 DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO m• T C D L 7.� P S F DATE 1 2�2 0�0 1 PERFORMING THESE FUNCTS ONS. UNLESS 0TH ERN SE INDICATED, TOP CHORD SHALL HAVE PROPE0.LY ATTACHED Nij.�...°n�+.� w STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. : p **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED .G ;�j' B C DL 10.0 P S F D R W HCUSR151 01354033 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO = 42704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTAILiNG AND BC LL 0.0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN � = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A'FF.b� j TOT.L D. 37.0 P S F CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALY, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 'f DRAWING SEACH E160 AR USS. ATHHE ND U SEALNLESON TT HISI DRAWSE UINGT INDICAED ElS PER ES N TH SACUE SICE PTAH CE OO I TPROFE GS SIONALNNECTGREN G I NEERING ~'�•n.O , , D U R.FAC. 1 .25 F R 0 M B E E:Z Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHUWN. THE SUITABILITY .AND USE OF THI5 � Haines Ciq,,FI, 33844 COMPUNENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec SPACING S E E ABOVE FL Certificate ofAutborization#567 ANSI/TPI 1 1995 SECTIDN z. �_ , (A0998-PLAN #1318 3'CJ T2 2L,2R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF. 9-10-6 7 10- 2t 5 2-1-5 8-1-2 R=16 U=180 W2X4(A1) - L--2-0-0——3-0-12� 3-0-0 Over 3 Supports R=302 0=220 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD ;l C, 2 f 3 FL 3 E Scale =.375" Ft. —WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--46146 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TNI (TRUSS PLAT[ INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTAGH'D .. jri ��'�i�; T C D L 7.0 P S F DATE 12120101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED :�!� �� BC DL 10.0 P S F D R W HCUSR151 01354027 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO21S' ALPINE BU RD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND * BC LL 0.0 PSF HC-ENG /DR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR DY ISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINEAF J CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO ♦) T 0 T.L D. 37.0 P S F S E Q N - 84331 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERORI�+•�'� D U R FAC. 1.25 FROM B E DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �+=11C� Alpine Engineered Products,Inc, RESP ONSI S I8 I60 SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE GF THIS ■ Hames City,FT, 33844 COMPONENT FOR ANY PARTICULAR a01FDING IS THE RESPONSIBILITY OF THE BUILDING Df SIGNER, PER D e C b S P A C I N G 24.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. 11'1 1 4 " (A0998-PLAN #1318 - 1'CJ T2 2L,2R } THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N DEFLECTION MEETS LJ360 LIVE AND L/240 TOTAL LOAD. BOT CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. PROVIDE (3) 16d COMMON TOE-NAILS AT TOP CHORD. PROVIDE (3) 16d COMMON TOE-NAILS AT BOTTOM CHORD. 7 8-8-6 0-11-5 0 11-5 Ag 8-1-2 W2X4(A1) �-- — � 2-0-0 1-0-0 Over 3_�lpports R=398 U=300 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL 3 - E - - Scale =.375"/Ft- -WARNING .375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND -■ T C L L 20.0 P S F R E F R151--46147 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. INSTITUTE, 583 O'ONOFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR fO PERFORM INC THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 12120101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •� `*IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREC 1 �' BC OL 10.0 PSF DRW HCUSR151 01354028 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 4 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND +, � �1 B C L L Q.C P S F H C-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN dt SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE T�.cr1 G CONNECTORS ARE MADE OF 2OCA ASTM A653 GR 4O CALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO t�RR T 0 T,L D. 3 7.0 P S F S E Q N - 84336 EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ...* �1►�► O U R.FAC. 1.25 FROM B E DRAWINGS 160 A�Z. THE SEAL ON THIS DR ANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R�"+�V Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SMONN. THE SUITABILITY AND USE OF THIS ��L TlanieS City,FL 33{44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec ` SPACING 24.0" FL Certificate of Authorization p567 ANSI/TPI 1-1995 SECTION 2. (A0998 - PLAN #1318 - 7'HJ T7-H1 D45) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 HIPJACK SUPPORTS 6-11-7 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W 3 X 5 12-2-10 R=70 U=300 W3X5 2I 8 4.98 1- 10-0-15 W5X5 W6X6= R=460 J 3.26 W1.5X4 III +8-1-2 0-0-1 + W2X4(Al) -2-9-15 _�E 9-11-12 ,I 7-8-9 2-1-7 9-10-0 Over 3 Supports J R=498 U=450 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.20 FL/-/3/-/E/-/- SCale =.375" Ft. **WA.RNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND � T C L L 20.0 P S F R E F R 1 5 1--46148 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE u _ INSTITUTE, 583 D'ONOFRIO Dft., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PftTOR TO •�. T C D L 7.0 P S F DATE 1 2/2 0/0 1 PERFORMING THESE FUNCTIONS. UNLESS OT HERNI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT ACUED a s l� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •![:w�•. `*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED "7777��% B C DL 1 0.0 P S F D R W HCUSR151 01353024 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY TAILOR TO p BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND %,7 42 204 p C L L 0.O P S F H C-E N G MRM/DR A L P I N E BRACING OF 7R US SES. THIS DESIGN CONFORMS WITH AP PLiCABLE PROVISIONS Of NDS (NATIONAL DESIGN 7J1 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR 40 GIG V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T'�Q. ' OF T 0 T.L D. 37.0 P S F S E Q N - 84339 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER y�a�'/��,.r, t" CRAWL 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING • �4 MV �� D U R-FAC. 1.25 FROM B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS IIHll1eS City,F1.. 33 �OMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER Dec SPACING SEE ABOVE FL Certificate of Authorization 4567 ANSI/TPI 1-1995 SECTION 2. (AO998-PLAN #1318 7'EJ T7-H1 EJ ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. TOP CHORD 2x4 SP #2 N SHIM ALL SUPPORTS TO SOLID BEARING. BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5,0 PSF, WIND BC DL = 4.0 PSF. W1.5X4 III12-2-6 R=209 2-5-5 7 F- 4-5-5 10-1-2 R=15 U=180 W5X5 --� 4.61 8-1-2 W2X4(Al) Liz-2-0-0 �IE 7-0-12 J 5-6-0 E1-6-0-� 5-6-0 1-6-0 --7-0-0 Over 3 Supports --� R=414 U=310 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/31-/E/-/- Scale =.375" Ft. **WARNINf,** TRUSSES RFOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING All TC LL 20.0 P S F R E F R151-46149 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPS (TRUSS PLATE M• /� INSTITUTE, 583 D'ON DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO /►-�57_i PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED � (Q•�••��••• TC DL 7.0 P S F DATE 12120101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f`A _�%�'�F'p **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERS:` v : B C D L 10.0 P S F D R W HCUSR151 01354029 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO , 42904 BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND .* BC LL 0.0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL BESSGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AIPINE t TATE OF t� CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V.. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO ')iy fi p ptV� TOT.L D. 37.0 P S F S E A N - 84342 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R1Op's�b. DRAWINGS 1f0 A-Z. THE SEAL ON THIS QRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •w.+'• Y D U R.FAC. 1.25 FROM B E Alpine Englnee7eCl l�)'OdllClS,litC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS •�E Flames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONS181LITY OF THE BUILDING DESIGNER, PER D e C /f SPACING 2 4.0" FLCertificate ofAuthoiization#567 ANS1/TPI 1 1995 SECTION 2. (A0998-PLAN #1318 - 5-CJ T7-H1 2L,2R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. 11-0-6 R=97 1-5-10 7 F— 9-11-1 3-3-5 R=43 U=180 --� 4.61 �8-1-2 W2X4(Al) L---2-0-0 , 5-0-12 5-0-0 �-5-0-0 Over 3 Supports R=351 U=300 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.375" Ft. *WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--46150 —WARNING ACING. REFER T?,HIB (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE �/. INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), COR SAFETY PRACTICES PRIOR TO 1�1 T C D L 7.0 P S F DATE 12120101 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �}Q• `*IMPORT A,N T-** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED tG-" (�' BC DL 10.0 PSF DRW HCUSR151 01354030 PRODUCTS, INC. SHALI. NOT BE RESPONSIBLE FOR ANY pEVIATION FROM THIS DESIGN; ANY FAILURE TO .42704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND * B C L L 0.0 P S F FIC-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO .. T 0 T.L D. 3 7.0 P S F S E A N - 8 4 3 4 5 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Q `V DRAWINGS I60 A-Z. THL SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ~'•�..0Fl'.•� v D U R.FAC. 1.25 F R OM BE Alpine Engineered Prodncts,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. 7HE SUITABILITY AND USE OF THIS TIallICS City,FL 33844 COMPONENT FOR ANY' PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER p e C S P A C I N G 2 4 0" FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. (A0998-PLAN #1318 3'CJ T7-H1 1L,1R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SHIM ALL SUPPORTS TO SOLID BEARING. BOT CHORD 2x4 SP #2 N DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF. T9-10-6 7 r 1-0-13R=24 2 1-5 —� 9-1-13 R=16 U=180 —I 4.61 8-1-2 W2X4(Al) L --2-0-0 1- 3-0-12- ---J 3-0-0 3-0-0 Over 3 Supports R=302 U=280 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD _ 18.20 FL/-13/-/E/-/- Scale =.375" Ft. -WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--46151 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED �� TC DL 7.0 P S F DATE 12120101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A Pft OPERLY ATTACHED RIGID CEILING. ,�' **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ) j4• •' � �� /G B C D L 1 0.0 P S F D R W HCUSR1.51 01354031 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO G� A L P I N E BRA CBUILDNGHOFTTTRUSSES.RUSSES CONFORTHIISMDESIGNANCE ICONFORMSTH TPI; UW[THAAPPLICABLE PROVDISE0NSSOFPNOSG(NAT10NALIN GDESIGNA NO 1 a 2'* BC LL 0.0 PSF HC-ENG /DR SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GAL V, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TU TA '.OF T 0 T.L D. 37.0 P S F S EON - 84348 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER n DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING `� ' i ` D U R FAC. 1 .25 F R 0 M B E ID Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS llalne, City,Fl. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e c SPACING 2 4•0" ):l,Certificate ofAathorizatlon N 5()7 ANSI/TPI 1-1995 SECTION 2. (A0998-PLAN #1318 - 1'CJ T7-H1 1L,1R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. BOT CHORD 2x4 SP #2 N SHIM ALL SUPPORTS TO SOLID BEARING. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. PROVIDE (3) 16d COMMON TOE-NAILS AT TOP CHORD. PROVIDE (3) 16d COMMON TOE-NAILS AT BOTTOM CHORD. 7 0-8-1 8-8-6 � 8-4-10 0-11-5 �8-1-2 � 4.61 W2X4(A1) L2-0-0 11 0 12 ,I`-77 1-0-0 (lveI -Supports R=398 U=320 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 FL 3 E - Scale *'WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND C LL 20.0 P S F R E F R151--46152 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE e INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 537 I9), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED r,., TC OL 7.0 P S F DATE 12/20/01 STRUCTURAL PANELS, BOTTOM CHOftD SHALL HAVE A PROPERLY ATTACHED RIGID CE]LING. ...... •• L **IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 14 • �(�:� BC DL 10.0 PSF DRW HCUSR151 01354026 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO } #2704 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING TO f*, ' B C LL 0.0 P S F HC-ENG /D R BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE T! CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ATEt- ' T 0 T.L D. 37 0 P S F S E A N - 84351 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER • ��pp ( DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING n @ D U R.FAC 1 .2 5 FROM B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS CUMPONE NT DESIGN SHOWN. THE SO[TABIL ITY AND USE OF THIS Haines City,FL 33844 COM PONENT FUR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e C - S PAC I NG 24.0" Fl.Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. -- --- - L_ C_ F 1,L_ - - 111 .Vii"_ ' 1L_ 't- L_ I ' - - 4- "1- SBC: 100 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00 2X4 BRACE (1) 1X4 'L" BRACE - (1) 2X4 'L" BRACE • (2) 2X4 'L" BRACE a• (1) 2X6 "L" BRACE • (2) 2X6 "L" BRACE GABLE VERTICAL NO HSPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B rk 1 2 4' 3" 7' 3" 7' 6" 8' 7" 8' 10" 10' 3" 10' 7" 13' 7" 13' 11" 14' 0" 14' 0" BRACING GROUP SPECIES AND GRADES: �J SPF #3 4' 1" 6' 6" 6' 6" 8' 7" 8' 7" 10' 3" 10' 3" 13' 5" 13' 5" 14' 0" 14' 0" GROUP A: HF STUD 4' I 6' 6" 6' 6" 8' 7" 8' 7" 10' 3" 10' 3" 13' 4"' 13' 4" 14" 0" 14' 0" SPRUCE-PINE-FIR HEM-FIR STANDARD 4' 1" 5' 7" 5' 7" 7' 4" 7' 4" 9' 11 9' 11 11 6" 11 6" 14' 0" 14' 0" 1 2STANDARD 2 STUD 1 4' 7" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" 11' 1" 13' 7" 14' 0" 14' 0" 14' 0" a STUD 3 STANDARD S P #2 4' 6" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" 11' 1" 13' 7" 14' 0" 14' 0" 14' 0" : 4" 6' 8" 6' 8" 8' 7" 8' 10" 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0" DOUGLAS FIR—LARCH SOUTHERN PINE DFL STUD 4' 4" 6' 7" 6' 7" 8' 7" 8' 9" 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0" 3 3 � STANDARD 4' 3" 5' 8" 5' 8" 7' 6" 7' 6" 10' 1" 10' 1" 11' 9"' 11' 9" 14' 0" 14' 0" SPUD STUD STANDARD STANDARD SPF 1 2 4' 10" 8' 4" 8' 7" 9' 11" 10' 2" 11' 9" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0" #3 4' 8" 8' 0" 8' 0" 9' 11" 9' 11" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" HF STUD 4' 8" 7' 11" 7' 11" 9' 11" 9' 11" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" GROUP B: w ® ' 8"STANDARD 4 6' 10" 6' 10" 9' 0" 91 0" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" ✓ 1 5' 3" 8' 4" 9' 0" 9' 11" 10' 8" HEM—FIR 11' 9" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0" 1 & BTR P #2 5' 2" 8' 4" 9' 0" 9' 11" 10' 8" 11' 9" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0" 1 W #3 4' 11" 8' 2" 8' 2" 9' 11" 10 5." 11' 9" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0"' DFLSTUD 4' 1-1-6' 1" 8' 1" 9' 11" 10' 5" 11' 9" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 4' 10" 7' 0" 7' 0" 9' 3" 9' 3" 11' 9" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0" 2 2 SPF #1 2 5' 4" 9' 2" 9' 5" 10' 10" 11' 2" 13' 0" 13' 4" 14' 0" 14' 0" 14' 0" 14' 0" 3 5' 2" 9' 2" 9' 2" 10' 10" 10' 10'" 13' 0" 13' 0'" 14' 0" 14' 0" 14' 0" 14' 0" HF STUD 5' 2" 9' 2" 9' 2" 10' 10" 10' 10" 13' 0" 13' 0" 14' 0" 14' 0' 14' 0" 14' 0" (D STANDARD 5' 2" 7' 11" 7' 11" 10' 5" 10' 5" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: 1 5' 10" 9' 2" 9' Il" 10' 10" 11' 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" S P #2 5' 9" 9' 2' 9' 11" 10' 10" 11' 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. (� #3 5' 6" 9' 2" 9' 6" 10' 10" 11' 5" 13' 0" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 90 PLF OVER r—i FL STUD 5' 6" 9' 2" 9' 4" 10' 10" 11' 5" 13' 0" 13' 8" 14' 0" 14' 0" 14' O" 14' O' CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 5' 4" 8' 1" 8' 1" 10' 8" 10' 8" 13' 0" 13' 4" 14' 0" 14' 0" 14' 0" 14' 0" CABLE END SUPPORTS LOAD FROM 4' 0" SYMM Ij� OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUTI PLYWOOD OVERHANG. GABLE TRUSS ATTACH EACH "L" BRACE WITH lOd NAILS. DIAGONAL BRACE OPTION: 'k FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. 2x #2N OR BETTER IN 16" END ZONES AND 4" O.C. BETWEEN ZONES.VERTICAL LENGTH MAY BE "L + *'k FOR (2) " BRACES: SPACE NAILS AT 3" O.C.DOUBLED WHEN DIAGONAL 18" * IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. BRACE IS USED. CONNECT L + DIAGONAL BRACE FOR 610# "C' BRACING MUST BE A MINIMUM OF 80% OF WEB L MEMBER LENGTH. AT EACH END. MAX WEB BRACE ** TOTAL LENGTH IS 14'. GABLE VERTICAL PLATE SIZES 2X4 STUD, p3 OR BETTER DIAGONAL I I VERTICAL LENGTH NO SPLICE VERTICAL LENGTH SHOWN BRACE; SINGLE 18" * LESS THAN 4' 0" 1X4 OR 2X3 IN TABLE ABOVE. AOR DOUBLE CUT L 1 + + + GREATER THAN 4' 0", BUT 2X4 (AS SHOWN) AT n LESS THAN 11' 6" UPPER END. GREATER THAN 11' 6" 2.5X4 ONTD`IUOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR ' PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. THIS DRAWING REPLACES DRAWING S10015E *-WARNING.■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF SBC—GAB10015 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR, SUITE 200, MADISON, WI. 53719) FOR DATE 06/25/99 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL •• •; "• ••� HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT-- DRWG S10015EN0699 --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ALPINE 7 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS —ENG DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, _ HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA .STATE OF TOT. LD. 60 PSF ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERlti��.ae'�'T" POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ` '�..�- �• ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE �e'�►j{J�•� SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE AX. SPACING 24.0 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Dec 10 2x6 "T" GABLE DETAIL REINFORCING GABLE VERTICAL PLATE SIZES MEMBER SYM. 2X4 RC ABOUT + FOR LET-IN VERTICALS VERTICAL LENGTH PLATE IF PLATES REINFORCING BETWEEN CHORDS SIZE OVERLAP* MEMBER LESS THAN 4' 0" 1XnOR3 2X8 GREATER THAN 4 0 BUT 2X8 TOENAIL TOENAIL LESS THAN 11' 6" GREATER THAN 11' 6" 1 2.5X4 I 2.5X8 7 Q+ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. + s IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM "L" TO "I" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) GABLE + EXAMPLE. 2X4 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE VERTICAL APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR LENGTH 2X4 2X8 SBCCI WIND LOAD. TYP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. EB LENGTH INCREASE W/ "T" BRACE WIND SPEED "T" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 7. 10 7. + 15 FT 2x6 40 7. 50 7. 110 MPH 2x4 10 7. 10 7. 30 FT 2x6 50 % 50 7. 100 MPH 2x4 10 7" 10 7. ou 15 FT 2x6 30 7. 50 7. 100 MPH 2.4 10 7 10 7. 30 FT 2x6 40 7. 40 7. + + 90 MPH 2x4 20 % 10 % PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON 15 FT 2x6 20 7. 40 7. RIGID SHEATHING THE ENGINEERED TRUSS DESIGN. 90 MPH 2x4 10 7 10 7. 30 FT 2x6 30 % 50 % 4 TOENAILS ATTACH EACH "T" REINFORCING MEMBER WITH 80 MPH 2x4 10 % 20 7. HAND DRIVEN NAILS: 15 FT 2x6 10 7. 30 7. 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d 80 MPH 2x4 20 7. 10 7. COMMON TOENAILS IN TOP AND BOTTOM CHORD. REINFORCING MEMBER GUN DRIVEN NAILS - 0.131" X 3": 30 FT 2x6 20 7. 40 7. TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP 70 MPH 2x4 0 7. 20 7. AND BOTTOM CHORD. 15 FT 2x6 0 7 20 7. 70 MPH 2x4 10 7 20 TRUSPACED AT 7. GABLE TOENAILS THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE 30 FT 2x6 10 7 30 SS 7. 4' O.C. GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. EXAMPLE: ASCE GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A11015ENO699, A10015EN0699, A09015ENO699, A08015EN0699, A07015EN0699 MEAN ROOF HEIGHT = 30 FT A11030ENO699, A1003OENO699, A09030EN0699, A08030ENO699, A07030EN0699 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015EN0699, S10015EN0699, 509015EN0699, SO8015EN0699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 S11030ENO699, S10030EN0699, S09030ENO699, S08030EN0699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" 4 TOE AlisMAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 --WARNING.* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF LET-IN VERT INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, Wi. 53719) FOR DATE 06/25/99 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, M. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL �. .'...`f.., HAVE A PROPERLY ATTACHED RIGID CEILING. •Ir % �� DRWG GBLLETIN0699 •■IMPORTANT ■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS -ENG DLJ/KAR 4 1. .•i* DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 7C = 7� HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA NATE 4F TOT. LD. 60 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED ACH,FLORIDALICTS.INC. TRUSS DRAWINGSD160NAEZS THE SEALS ON OTHISED ON DRAWINGIS DESIGN,INDICATES ACCEPTANCESITION OFOFCTORS PER PROFESSIONAL t <<?rs1O�• POMPANO BEACH,FLRIDA CC '�..,,�a�,,,,.� FAC. ANY ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE AX SPACING 24.0 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Dec ?0 TOP CHORD FILLER DETAIL + 2X4 CONTINUOUS LATERAL BRACING AT 24" OC MAXIMUM SPACING. ATTACH TO EACH TOP CHORD WITH (2) 16d NAILS. OFFSET FILLER DETAIL BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ++ 4 t ++ 2X4 SO. PINE #2 N OR SPF #1/#2 FILLER TOP CHORD. 12 +++ 2X4 SO. PINE #3 OR SPF #1/#2 VERTICAL WEBS SPACED PIGGYBACK PLATE 48" OC MAXIMUM. OR 3X6 TRULOX 4 t * 8/12 MAXIMUM PITCH. ** 2X8.25 PIGGYBACK SPECIAL PLATE. SEE DRAWING PIGBACKBO699 FOR PIGGYBACK SPECIAL PLATE INFORMATION. +++ 6-0-0 TYP. *** *** 6'0" MAXIMUM HEIGHT. t W2X4 OR 3X6 TRULOX. 4 + 12 tt REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS t 4 �* DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT + SHOWN. t 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE 4 ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF EACH TRUSS PLY. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. EXTENDED TOP CHORD FILLER DETAIL 4 TOP CHORD FILLER DETAIL 4 t ++ t PIGGYBACK PLATE ** OR 3X6 TRULOX 4 4 t t 4 tt +++ 6-0-0 TYP. 6-0-0 TYP. TYP. *** + 12 tt + 12 4 * 4 + + t t 4 4 THIS DRAWING REPLACES DRAWING 884,080 .*WARNINGS■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, `T TC LI, MAX 30 PSF REF TC-FILLER INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FORM■ SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, • DL MAX 15 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL '...I�... L MAX IO PSF DRWG TCFILLER0699 HAVE A PROPERLY ATTACHED RIGID CEILING. •*IMPORTANT*■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE 7 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 4 ( ], 0 PSF -ENG SJP/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE L.j�, MAX 55 PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA $TATE OF ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF - ALPINEENGINEEREDPRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ''�.. •' FAC. 1.15 OR 1.33 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE rt SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE �F ACING 24.0" RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Dec 7.0 BOTTOM CHORD FILLED DETAIL * OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND SHOWN. TRULOX PLATE REQUIREMENTS. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD MAXIMUM REACTION MINIMUM ** REQUIRED NAILS PER FACE WITH TRULOX PLATES OR WEDGE SPECIES DOWNWARD UPLIFT BEARING AREA 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR-LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM-FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE-PINE-FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 1 9 1 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON-DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6 *s ** 4 ++ 4 ++ 9.5 MAX 3X8 TRULOX ** * 18 MAX I 4 ** 4 3X12 TRULOX 2X8 WEDGE ** * ** (2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE THIS DRAWING REPLACES DRAWINGS A115 A115/1? & 884,132 --WARNING-■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TL LL PSF REF BC FILLER INSTALLINGAND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONDFRIO DR., SUITE 200, MADISON, Wl. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, M. DL — PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL + RIGID IMPORTANT— FURNISHHAVE A PROPERLYCAECOPY OF THISNG.DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE .:�� ,•• DL 10.0 PSF DRWG BCFILLER0699 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, _ L — PSF —ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH y ♦. APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 74'� LD. PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ? STATE OF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 760 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL �OR 10 FAC.1.0/1.15/1.25/1.33 POMPANO BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE <...+r'' SUITABILITY ANDUSE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE �. ACING 24.0" RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Dec 2. BOTTOM CHORD FILLER REPAIR ,ECOMMENDED REPAIR PROCEDURE I. MEASURE DISTANCE FOR NEW LENGTH OF FILLER. MAXIMUM BOTTOM CHORD LOAD IS 10 PSF. 2. APPLY NEW 2X4 STUD GRADE OR BETTER VERTICAL + BOTTOM CHORD FILLER TO BE SCAB TO BOTTOM CHORD AND FILLER WITH (3) REMOVED, SEE NOTE #3, NAILS 0.131" DIA. x 3.0" OR LARGER, (I.E. 10d OR ++ FIELD APPLIED FILLER. 16d COMMON, SINKER, GUN, OR 1.6d BOX NAILS) TO EACH END OF VERTICAL, 2X4 STUD GRADE OR BETTER VERTICAL SCAB. 3. CAREFULLY REMOVE EFFECTED CONNECTOR PLATES. ATTACH TO BOTTOM CHORD AND FILLER WITH (3) USE CARE NOT TO DAMAGE THE REMAINING NAILS WITH A MIN. 0.131" DIA. X 3.0" LENGTH. CONNECTOR PLATES OR LUMBER IN ANY WAY. REFER TO ENGINEER'S SEALED DESIGN 4, TRIM FILLER TO LENGTH, AT EDGE OF NEW VERTICAL REFERENCING THIS DETAIL FOR ALLOWABLE SCAB. FILLER DIMENSIONS, PLACEMENT, AND WEBBING. B FILLER-------- .......... --------- L + + 4' 0" OC MAX. LENGTH TO TRIM FILLER FIELD APPLIED FILLER MUST BE SPF #3 OR BETTER. EXISTING FILLER THIS DRAWING REPLACES DRAWING 962,767 11WARNING91 TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED REF BC FILLER REP. BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR, SUITE 200, MADISON, WI, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, IL DATE 06/25/ 99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, IFRI DRWG REPBCFIL0699 *12MPORTANT4■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE f. " ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN,ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIj OR FABRICATING, —ENG MLH/KAR HANDLING SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 7 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE: CUNNLCTURS ARE MADE OF 20GA STATE 0 ASTM A653 GR40 GALV STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of �� D UNLESS OTHERWISE LOCATED ON THIS DESIGN,POSITION CONNECTORS PER i60 A-Z� THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL 'InNSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Oec 211 CLB WEB BRACE SUBSTITUTION T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR \ IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L-BRACING: BRACING METHOD IS DESIRED. APPLY TO EITHER SIDE OF WEB T—BRACE NARROW FACE OR L—BRACE ATTACH WITH 16d NAILS AT 6" O.C. NOTES: BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE—RUN DESIGN WITH APPROPRIATE BRACING. T—BRACE L—BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L—BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 SCAB BRACING: 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X6 2-2X6(*) NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAR BRACE BRACE IS A MINIMUM 80% OF WEB T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE MEMBER LENGTH OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. 0 z?z THIS DRAWING REPLACES DRAWING 579,640 --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC 11 PSF REF CLB SUBST. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE WI. 53719) SAFETY PRACTICES PRIOR TO PERFORMING583 D'ONOFRIO THESE FUNCTIONS.SUITE 2UNLESSISONOTHERWISE I DICATRED, M. DI, PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •� ��F••� L PSF DRWG BRCLBSUB0699 **IMPORTANT-• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE 3 ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS PSF —ENG MLH/KAR DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, Q HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH 1 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 7C �'j� L[}, PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA bi.T.w O 7 ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS Q��p AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S� FAC. DRAWINGS 16Q A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL �*1 POMPANO BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE -«�"' SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ACING RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Dec 2Q' FORM 60OA-07 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1315.0 33.05 7824.0 Double,Clear W 10.0 7.7 5.0 36.99 0.47 87.3 Double,Clear W 8.5 6.0 30.0 36.99 0.46 508.3 Double,Clear N 1.3 2.3 8.0 19.22 0.81 124.0 Double,Clear N 1.3 5.3 15.0 19.22 0.94 270.6 Double,Clear N 1.3 4.0 4.0 19.22 0.90 69.3 Double,Clear E 1.3 4.5 8.0 40.22 0.87 281.4 Double,Clear E 1.3 10.0 15.0 40.22 0.99 596.4 Double,Clear E 1.3 7.0 15.0 40.22 0.96 576.6 Double,Clear E 1.3 6.5 40.0 40.22 0.95 1526.2 Double,Clear S 16.3 7.0 34.0 34.50 0.44 519.1 Double,Clear S 1.3 3.5 5.0 34.50 0.74 127.2 As-Built Total: 179.0 4686.4 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 186.0 0.7 130.2 Frame,Wood,Exterior 11.0 925.0 1.70 1572.5 Exterior 925.0 1.70 1572.5 Frame,Wood,Adjacent 11.0 186.0 0.70 130.2 Base Total: 1111.0 1702.7 As-Built Total: 1111.0 1702.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 165.2 As-Built Total: 38.0 110.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1315.0 0.60 789.0 Under Attic 30.0 1338.0 0.60 802.8 Under Attic 19.0 92.0 1.10 101.2 Base Total: 1315.0 789.0 As-Built Total: 1430.0 904.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 163.5(p) -37.0 -6049.5 Slab-On-Grade Edge Insulation 0.0 163.5(p) -41.20 -6736.2 Raised 0.0 0.00 0.0 Base Total: -6049.5 As-Built Total: -6736.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1315.0 10.21 13426.2 1315.0 10.21 13426.2 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 FORM 600A-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: BASE AS-BUILT Summer Base Points: 17857.6 Summer As-Built Points: 14093.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 14093.9 1.000 1.047 0.341 1.000 5036.3 17857.6 0.3573 6380.5 14093.9 1.00 1.047 0.341 1.000 5036.3 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 INTER CALCULATiONS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1315.0 9.76 2311.3 Double,Clear W 10.0 7.7 5.0 10.77 1.19 64.2 Double,Clear W 8.5 6.0 30.0 10.77 1.20 387.5 Double,Clear N 1.3 2.3 8.0 14.30 1.01 115.7 Double,Clear N 1.3 5.3 15.0 14.30 1.00 215.1 Double,Clear N 1.3 4.0 4.0 14.30 1.00 57.5 Double,Clear E 1.3 4.5 8.0 9.09 1.05 76.4 Double,Clear E 1.3 10.0 15.0 9.09 1.01 137.6 Double, Clear E 1.3 7.0 15.0 9.09 1.02 139.2 Double,Clear E 1.3 6.5 40.0 9.09 1.02 372.0 Double,Clear S 16.3 7.0 34.0 4.03 3.57 489.9 Double,Clear S 1.3 3.5 5.0 4.03 1.35 27.3 As-Built Total: 179.0 2082.3 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 186.0 3.6 669.6 Frame,Wood,Exterior 11.0 925.0 3.70 3422.5 Exterior 925.0 3.70 3422.5 Frame,Wood,Adjacent 11.0 186.0 3.60 669.6 Base Total: 1111.0 4092.1 As-Built Total: 1111.0 4092.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 18.0 8.00 144.0 Base Total: 38.0 453.0 As-Built Total: 38.0 312.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1315.0 1.20 1578.0 Under Attic 30.0 1338.0 1.20 1605.6 Under Attic 19.0 92.0 2.00 184.0 Base Total: 1315.0 1578.0 As-Built Total: 1430.0 1789.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 163.5(p) 8.9 1455.1 Slab-On-Grade Edge Insulation 0.0 163.5(p) 18.80 3073.8 Raised 0.0 0.00 0.0 Base Total: 1455.1 As-Built Total: 3073.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1315.0 -0.59 -775.8 1315.0 -0.59 -775.8 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 FORM 600A-97 INTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: BASE AS-BUILT Winter Base Points: 9113.7 1 Winter As-Built Points: 10573.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 10573.9 1.000 1.064 0.501 1.000 5641.9 9113.7 0.5340 4866.7 10573.9 1.00 1.064 0.501 1.000 5641.9 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 P FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.86 3 1.00 2809.86 1.00 8429.6 As-Built Total: 8429.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 6380.5 4866.7 8238.0 19485.2 5036.3 5641.9 8429.6 19107.8 PASS OR I 9 ST,g?�O�.t a Goo WE ° EnergyGaugeTM DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. I _ Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates:between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>118"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed _ to the perimeter,penetrations and seams. _ Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; I attic access. EXCEPTION:Frame ceilings where a continuous infiltration barrier is _ installed that is sealed at the perimeter,at penetrations and seams. _ Recessed Lighting Fixtures 606.1.ABC.1.2.4 ;Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a �— sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. _ Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts j 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS 7RECTION REQUIREMENTS CHECK Water Heaters 1612.1 ! Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit �— breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap re uq ired. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal ll efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated,and installed in accordance with the criteria of Section 610. _-_ Ducts in unconditioned attics: R-6 min.insulation. i HVAC Controls 1607.1 Separate readily accessible manual or automatic thermostat for each system. j Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. j Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 ENERGY PE TMANCE LEVEE (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.8 The higher the score,the more efficient the home. I. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:30.0 kBtu/hr _ 3. Number of units,if multi-family I - SEER: 10.00 4. Number of Bedrooms 3 _ b.N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area(ft2) 1315 ft2 c. N/A 7. Glass area&type _ a. Clear-single pane 0.0 ft2 - 13. Heating systems b. Clear-double pane 179.0 112 - a. Electric Heat Pump Cap:30.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:6.80 _ d. Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 163.5(p)ft _ c. N/A b. N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=11.0,925.0 ft2 _ EF:0.86 b. Frame,Wood,Adjacent R=11.0, 186.0 ft2 _ b.N/A c. N/A _ d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1338.0 ft2 _ 15. HVAC credits b. Under Attic R=19.0,92.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 150.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) fHE sT in this home before final inspection.Otherwise,a new EPL Display Card will be completed Q�tiO4 0� based on installed o compliant features. Builder Signatur Date: * x Address of New Home: City/FL Zip:rtli6e, ~ e=L�' 1 �cOD WF *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPADOE EnergyStar designation), your home may qualify for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge®(Version:FLR3PA 2.02) Residential System Sizing Calculation Summary Project Title: Class 3 Rating 1315 Registration No. 0 Climate: North 10/11100 Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 49 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heating load calculation 23682 Btuh Total coolina load calculation 26723 Btuh Submitted heating capacity 30000 Btuh Submitted cooling capacity 30000 Btuh Submitted as % of calculated 126.7 % Submitted as%of calculated 112.3 % WINTER CALCULATIONS Winter Heating Load for 1315 sqft) Load component Load Duct=(5%) Window total 179 sqft 4940 Btuh V'Andowsc21%' Wall total 1111 sqft 3480 Btuh (E s Infll.(28%) f Door total 38 sqft 526 Btuh Ceiling total 1430 sqft 1923 Btuh ceffihgs(a%) Floor total 164 ft 5036 Btuh Infiltration 159 cfm 6649 Btuh Doors(2%) Subtotal 22554 Btuh Wellen 5%, Duct loss 1128 Btuh Floors(21%) TOTAL HEAT LOSS 23682 Btuh SUMMER CALCULATIONS Summer Cooling Load for 1315 sqft) Load component Load Window total 179 sqft 7651 Btuh Le/en1 Wernet(4%) Wall total 1111 sqft 2095 Btuh Door total 38 sqft 404 Btuh Letent nfG(19%)z � NMdows(29%) Ceiling total 1430 sqft 2161 Btuh , ; Floor total 0 Btuh Infiltration 149 cfm 3118 Btuh Internal gain 3300 Btuh Ird.oeln(,2%) Subtotal(sensible) 18729 Btuh CeMnys(9%) Duct gain 1873 Btuh Duct:o%, „ a Wdls(8%) Total sensible gain 20602 Btuh % Doors(2%) Latent gain(infiltration) 4971 Btuh Latent gain(internal) 1150 Btuh The sizing method used was,EnergyGauge®System Sizing. Total latent gain 6121 Btuh PREPARED BY: TOTAL HEAT GAIN 26723 Btuh DATE: , EnergyGauge® FLR3PA 2.02 OWNER:Keene Lot 6 Paradise Cove SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 1/7/2002 CONSTRUCTION JOB ADDRESS: Lot 6 611 Paradise Court Atlantic Beach, FL 32233 All Items may not apply.(Mark those either"In Allowance,""Owner Choice,"Not Applicable-"N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: 2500 PSI Ts-lump: 3" Width: 20" Depth: 10" Reinforcing: #5 Number: 2 Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FROST FOOTING-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: Conc. Block If Concrete Block-Size: 8"x16" Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing:#4 Number: 1 Spacing:48"oc N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS-Material: N/A Size: N/A Spacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A R-Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A Size: N/A Spacing: N/A BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 1 OWNER:Keene Lot 6 Paradise Cove 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A 7TRriish &Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3" Thickness:4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness:4" Size: Varies Finish: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: None Fill: Sand Thickness:4" Size: 3'wide Finish: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 8' x 10' Finish: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 16'wide Finish & Curing Compound/Sealer: Broom IF REINFORCING REBAR-List-Spacing: If foundation >24" 1-#5 FOUNDATION BOLTS-Spacing: Per req. Location: At perimeter Engineering EXPANSION JOINTS-Type: None Location: N/A CONTROL JOINTS-Type: Scored Location: Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates;rim joists;floor joists; sub flooring; plates;exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging;joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates;sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck staidacks,treads and risers. BESTCON,INC. .2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 2 OWNER:Keene Lot 6 Paradise Cove Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: NIA SubFloor Material: NIA Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material:7116" O.S.B Size: 4'x8' Corner Brace Material: N/A Wall Siding Material:CERTAINTEED Front, Sides&Rear Mainstreet Size: Varies Roof Sheathing Material: O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size:NIA Bolts: N/A Nails-Framing Members: Common or Galvanized(weather related) Siding: Galvanized Windows: 8d galvanized Exterior Trim:8d galvanized Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 NIA NIA Box Sill/Rim Joist NIA N/A N/A N/A 1st Floor-Floor Joists N/A N/A N/A NIA 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists NIA N/A NIA N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x412x6 16" NIA Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top&Bottom Plates #2 or Better SprucelFir 2x4/2x6 N/A N/A Headers, Windows &Doors #2 or Better SYP 2x10112 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 NIA 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 3 OWNER:Keene Lot 6 Paradise Cove Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2"vinyl decorative trim Door Trim 3-1/2"vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material:#26 galvanized steel Windows:Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents:Vinyl Gable Vents: None 4.WINDOWS: Manufacturer/Style: KINCO MARK 50 Material: Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material: Certainteed Fiberglass Grade: 25 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4" galvanized Felt: 15# Size/Weight: 36"x 15# Nails: 1-1/4" galvanized Roof Edging: 6" pre-painted galvanized steel Step Shingle Flashing: 5"x 5"galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18"galvanized Roof Fans/Vents: 6' steel off-ridge L-- BESTCON,INC. 2440 South Beach Parkway - Jacksonville Beach - FL - 32250 CRC-022365 904 246-3747 - Fax 904 246-7126 Page 4 OWNER:Keene Lot 6 Paradise Cove 6.STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Materiai Size Basement N/A N/A N/A N/A N/A N/A 1 st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A NA N/A N/A N/A 1 st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A NIA N/A N/A 7. EXTERIOR DOORS: (Including Storm Doors) Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage Mid America Model Regal 40 PFS 16'x7' 2-1/2" Mid America Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 5 OWNER:Keene Lot 6 Paradise Cove 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek 1450 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft -1500 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer&/or Material Style Size Doors Generic Hardboard 6-Panel Varies Casing Generic Finger-jointed white pine WMP-256 2-1/4" Base Generic Finger-jointed white pine WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold NIA BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach - FL - 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 6 OWNER:Keene Lot 6 Paradise Cove 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALLIPLASTER Room Material Thickness Method of No. of Coats Installation Walls Ceilings ALL WALLS Sheetrock ,�2Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/Popcorn or 1�2 " Ceiling Nailed 3 Knockdown Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn or Knockdown Texture Other: 1 /2"water resistant sheetrock as second layers in wet area. TABLE 2 PANMING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 7 OWNER:Keene Lot 6 Paradise Cove 11.CABINETS,VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE WOR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Guest Bath Bath#1 Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Bath#2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICKISTONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: NIA Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: NIA Cleanout: N/A Flue Tile &Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A -7 STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" EN:o:of Coats: 3 LMortar Calor/Painted: Per Color Sheet Metal Lath:w/felt Other: Stucco at foundation only BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 8 OWNER:Keene Lot 6 Paradise Cove 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump/Air Conditioner Brand Name, Model, Size: 3 ton JANITROL 10 SEER CPKE36-1 A36-10 Evaporator Coil, Brand Name, Model, Size: NIA Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R-6 There will be NO dampers (except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6 Insulated returns: Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A NIA Registers Brand Name, Style, &Number: CODY One-way throw-11 Grilles Brand Name, Style, & Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name, &Model: NIA Electronic Air Cleaner Brand Name, & Model: NIA Baseboard Heat Brand Name, Model & Numbers: N/A Stove Vent: N/A Dryer Vent:4" metal Bath Vents: 3"diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 9 OWNER:Keene Lot 6 Paradise Cove 14. PLUMBING: Waste Disposal-Public: City of Atlantic Beach Private: N/A I I Disposal Field: N/A Water Supply-Public: City of Atlantic Beach Private: N/A Pressure Reducing Valve-Make&Model: N/A Gas Supply-Public: N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue 3/" House to Water Heater CPVC SCD40 Glue 3/4' House to Bathrooms CPVC SCD40 Glue '/"TO 1/2" House to Kitchen Sink CPVC SCD40 Glue 3/4"TO 1/2" House to Refrigerator CPVC SCD40 Glue 3/"TO%z" House to Dishwasher CPVC SCD40 Glue 314"TO 1/2" House to Ice Maker N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach - FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 10 OWNER:Keene Lot 6 Paradise Cove Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING STERLING Elongated Round Toilet Seat Church Church Shower LASCO 3460 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D- DELTA D- 2710LHP/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A7 2WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location,Type &Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location,Type&Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 11 OWNER:Keene Lot 6 Paradise Cove -7 Fixture Description-Brand dame, Model Number, etc. Size/Other Kitchen Sink Sterling 3322 33" x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 12 OWNER:Keene Lot 6 Paradise Cove 220 high Voltage Wiring Detail: Item Wire Size Breaker Size Individual Circuit Quantity Stove #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater #10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 2 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 13 OWNER:Keene Lot 6 Paradise Cove 110 Voltage Wiring (Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 3 1 10 Dining/Family 15 amp #14 CU 5 2 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 4 Master Bath 15 amp #14 CU 1 1 1 Guest Bath 15 amp #14 CU 0 0 0 Bath#1 15 amp #14 CU 1 1 1 Bath#2 Master Bedroom 15 amp #14 CU 2 1 6 Bedroom#1 15 amp #14 CU 1 1 3 Bedroom#2 15 amp #14 CU 1 1 5 Bedroom#3 Closet#1 15 amp #14 CU 1 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 20 amp #12 CU 3 1 3 Garage 15 amp #14 CU 1 2 3 BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 14 OWNER:Keene Lot 6 Paradise Cove 110 Voltage Wiring Detail (continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 Cl 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 1 5 Weatherproof Recept.. 15 amp #14/2 CU 3 Smoke Detectors 15 amp #14/2 CU 4 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name& Model Number Wire Size Quantity Dining Room Progress 4032-30 1 Breakfast Nook None 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-30 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Hails, Closet or Laundry Progress 3408-30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound 1 Garage(front wall bracket) Progress P5745-30 1 Front Porch (O/H) Progress Recessed 1 Kitchen Sink(O/H) --7Recess with open trim 2 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 15 OWNER:Keene Lot 6 Paradise Cove 16. PAINTING: PAINT, EXTERIOR: N/A Number of Coats: 2: N/A Siding:Vinyl Trim:Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized.Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: Ultra deluxe flaq Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks/Downspout Extensions: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 16 OWNER:Keene Lot 6 Paradise Cove 18.CERAMIC TILE: LOCATION FLOOR WALLS t3ACl(SPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7'-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To 7'-0"AFF Bath#2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19. SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name& Model: Pre-wire ONLY Attic Fan Brand Name&Model: N/A Skylight Brand Name& Model: N/A Suntech FGC 2549 Bronze 25"X 49" Roof Ventilator Brand Name&Model: 6' Off Ridge Vent Galvanized Stampco Smoke Detectors Brand Name& Model: Firex 4418 w/battery backup Intercom Brand Name&Model: N/A Style& Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 2 Burglar Alarm Brand Name& Model: DSC PC1555 Other: SESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 OWNER:Keene Lot 6 Paradise Cove 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod: Full Coverage of Floritam St.Augustine Number and species of plants: 20-3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: 21.SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22.ALLOWANCES: ITEM Manufacturer and Model/Style INSTALLATION DATE (Tentative) Wallpaper, Materials, &Labor N/A N/A Floor Coverings—Carpet Portico-Monte Carlo, N/A Fascination or Illumination Floor Coverings-Vinyl Armstrong-Memories N/A Range MAYTAG MER5530AAW N/A Dishwasher MAYTAG MDB4100AWW NIA Hood vent MAYTAG H 304RW N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan&Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing& Labor N/A NIA N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL- 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 18 LOUIS J. GABRIEL, P.E. 9690 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 X2 / 30 / 2001 Re:-Wind Loading Requirements For W7#6 PA"Jf- Coye Jax. Beach , Fl. Dear Building Inspector:- The architectural pians of the subject structure have been reviewed by myself for compliance with section 1606 of the 1997-SBC for wind speeds of 100 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 1997-SBC as long as sheets #e thru #10 of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceiling joists of any shear forces acting normal to their longitudinal axis, f) that I have no knowledge of any subsurface soil condition report ; thus, all footings are designed as shallow footings bearing on soil that possesses a maximum allowable bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report, then 1 shall be notified and possible.footing design revisions may need to be implemented prior to commencing footings work, Please let me know, if further help is needed. Sincerely Louis J. Gabriel, P.E. "WIND FORCES STRUCTURAL ANALYSIS FOR THE NEW RESIDENCE Locwre D oN LoT * G puinise cove JAX. BEACH , FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR 100 MPH WIND SPEEDS AS OUTLINED BY SECTION 1606 OF THE 1997-STANDARD BUILDING CODE" PREPARED BY: LOUIS GABRIEL, P.E. DATE: T ECOAK, 2001 L ' Lv � G •c. FLp o r Roo Cl Tru s.0 s ,� Pla o r iym mci �u , � Rau F Frarmi-A4 ('51e, 5 L-;-AA s FOA ext. waf: : — See Scilejuj& V am Qrdl�ltecGu,4 Jr to Stew %qrd :— Yz. A L 6 bo Lts (Z 98 0 - c-.3 Pe" S ��v+�• 1nrA,� 'f�F'h rdr�er�en�: — uHLeSS y10r4d p &eYa.JiSe 1#I{ ROC[ dv► Asa-C.- a&J at. 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