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Permits 679 Ocean Blvd (vault) 4-41 6t PERMIT WORKSHEET JOB ADDRESS C TYPE WORK S� PROPERTY OWNERTELEPHONE CONTRACTOR TELEPHONE PERMIT NUMBER ©,,3 - , _DATE ISSUEDX3.2-Sc 3 INSPECTIONS: FOOTING SLAB (0 30-09-) TIE BEAM LINTEL 7-is-o3 , I-U-o� NAILING/SHEATHING k- aA-0`3 FRAMINGICOVER UP to•X3.03 U►t-aC.r raun-a� C�CC� 1� �,i INSULATION 11, o 3 o FINAL BUILDING ZKY-) 13 11 CERTIFICATE OF OCCUPANCY TREE PERMIT ISSUED? PE MIT NUMBER ELECTRICAL PERMIT NUMBER—C, 3 " z ce' �-�.. DATE COPY SENT TO JEA Ct G 3 TEMPORARY POLE PERMIT NUMBER . b -C DATE COPY SENT TO JEA TEMPORARY POWER LETTER RECEIVED? `YE5' NO INSPECTIONS: ROUGH ELECTRIC RELEASED TO JEA TEMP. POWER c ,r I°c&l RELEASED TO JEA TEMP. POLE RELEASED TO JEA FINAL I-bt—off. rn.uc14 G qs:c3 Z( -r3 q MECHANICAL PERMIT NUMBER_(Q3 Z,100C(i INSPECTIONS: ROUGH 10 -.23 -o,5 FINAL '5 I I 6ca ptesSute — 9 .13003 PLUMBING PERMIT NUMBER C'.3` LU C C� INSPECTIONS: ROUGHIUNDERSLAB�,z&• ®3 r o•Az�,•03 TOPOUT r`�rtc�-Itc :otl WATERISEWER FINAL _3 i DRAINAGE INSPECTION POOL PERMIT NUMBER INSPECTIONS: STEEL FINAL ROOFING PERMIT NUMBER INSPECTIONS: NAILINGISHEATHING FINAL FAILED INSPECTIONS: DATE PD. DATE PD. PREPARED 6/18/03, 8:07:39 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 6/18/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 679 OCEAN BLVD SUBDIV: TENANT, NBR: NEW SFR CONTRACTOR : PHONE OWNER WITHERSPOON, DIANA PHONE (904) 249-7515 PARCEL 170129-0000-1 - APPL NUMBER: 03-00026009 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PgPNIT: BLDG 00 BUILDING PKINIT REQUESTED INSP DESCRIPTI TYP/SQ COMPLETED RESULT RESULTS/ OMMENTS ----------------------------------- - ----------------------------------------------------- 10 01 6 1803 LJH --t#-- ---------------------------------- - COMMENTS AND NOTES -------------------------------------- PREPARED 7/14103, 17:28:57 INSPECTION TICKET PAGE 4 CITY OF ATLANTIC BEACH INSPECTOR; LARRY J HIGGINS DATE 7/15/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 679 OCEAN BLVD SUBDIV: TENANT, NBR: NEW SFR CONTRACTOR : PHONE OWNER WITHERSPOON, DIANA PHONE ; (904) 249-7515 PARCEL 170129-0000-1 - APPL NUMBER: 03-00026009 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PSRMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 6/18/03 LJH BD FOOTING TIME: 08:00 6/19/03 AP 422- 163 WAYNE HARRIS 11 01 7/01/03 LJH BD LAB TIME: 08:00 6/30/03 AP E LIEST APPOINTMENT, WAYNE HARRIS 422-7163 12 01 J15/A3 LJ LINTEL TIME: 13:00 ----- h--- - __ 59-7087 -------------------------------------- COMMENTS AND NOTES -------------------------------------- YKEPARED 6/26/03, 8:16:23 INSPECTION TICKET PAGE 6 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 6/26/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 679 OCEAN BLVD SUBDIV: TENANT, NBR: NEW SFR CONTRACTOR : PHONE OWNER WITHERSPOON, DIANA PHONE (904) 249-7515 PARCEL 170129-0000-1 - APDL NUMBER: 03-00026009 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PIRNIT: PLBG 00 PLUNBIIIG PRRNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESUYLTS/COMMENTS ---------------------------- -- - - --- -- ----------------------------------- 41 016/26 03 LJH -&Y pb ----- -------------------------------------- COMMENTS AND NOTES -------------------------------------- rnnriixaU b/06/03, 8:18:08 INSPECTION TICKET PAGE 8 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 6/06/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 679 OCEAN BLVD SUBDIV: TENANT, NBR: NEW SFR CONTRACTOR : PHONE OWNER WITHERSPOON, DIANA PHONE (904) 249-7515 PARCEL 170129-0000-1 - APPL NUMBER: 03-00026009 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PERMIT: ELK 00 ELECTRICAL PERMIT SUB: BILL THOMPSON ELECTRIC CO, INC (904)249-5601 REQUESTED INSP DESCRIPTION ► �r li TYP/SQ COMPLETED RESULT R LILTS/COMMENTS ------------------------ ------------ ---------------------- 23 01 6/06/036-2 LJHc�t -------------------------------------- COMMENTS AND NOTES - - - --- PREPARED 7/01/03, 8:33:59 INSPECTION TICKET PAGE 7 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 7/01/03 - ----------------------------------------------------------------------------------------------- ADDRESS . : 679 OCEAN BLVD SUBDIV: TENANT, NBR: NEW SFR CONTRACTOR : PHONE OWNER WITHERSPOON, DIANA PHONE ; (904) 249-7515 PARCEL 170129-0000-1 - APPL NUMBER: 03-00026009 SINGLE FAMILY RESIDENCE --------------------------------------------------------------------------------- -------------- PWIT: BLDG 00 BUILDING PRRNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 10 01 6/16/03 LJH BD FOOTING TIME; 08:00 6/19/03 AP 422-7163 WAYNE HARRIS 11 01 7/01/03 LJ$ BD SLAB TIME: 08:00 EARLIEST APPOINTMENT, WAYNE HARRIS 422-7163 -------------------------------------- COMMENTS AND NOTES -------------------------------------- V,OMPLETE PEST CONTROL SERVICE LQCALLYOWNED&OPERATED . @.Box 3399,Ponte Vedra Beach,FL 32004-3399 s F_T. TEI{ w 0066 Sawgrass Dr.W.,Ponte Vedra Bch.,FL 32082 77 T904j 285-00911(904)223-4255/Fax(904)2730682 HOUSEHOLD PEST CONTROL c « orpdrate Offices (866)4-NADERS/ (866)462-3377 • TERMITE CONTROL 167 Sadler Rd.,Fernandina Bch.,FL 32034 7777777 a "F � ` ernaridina(904}277-0090/Fax(904)277-3733 WE ACCEPT MAJOR ' ww.naderspestraiders.com CREDIT CARDS J DtA Amt ti ; a P� E SCHEDULED 6-30-03 @ 10:30/11 " s si �) SERVICE E] NOT HOME O/S RENDE14ED REtk . �'. r„ as ❑ SERVICE ESWENTIAL COMMERCIAL ❑ Q CALL BACK r TIME IN TIME OUT BillL' Diana Witherspoon .i.r< E] CASH CHECK NO. AMOUNT PAID CHECK CREDIT CARD TYPE ACCT N EXP .DATE &=vi;e 679 Down Blvd TER)AkS USED COMMENTS: ' treated arca:•-33a01) lirear £t'7 5,{' IF PAYMENT HAS BEEN SENT,PLEASE DISREGARD PREVIOUS BALANCE. Sl i iT1Df1K f'i%PER MONTH(18%PER ANNUM)SERVICE CHARGE ADDED TO ALL ITEMS 5k 11�S PAST DUE. rWeWal:$ BILLING QUESTIONS PLEASE CALL(866)4-NADERS or(904)28091 . own"; !" I f��CUSTOMER IG�V ,TUBE .TECHNIGjA�'3iGNATURE �"�"` th, LANr,G' 0R10a OF ADDITIONS or CORRECTIONS D• NOT REMOVE J08 ADDRESS DATE 64 q Cc(r-A A +ko, 12 ,2, - c 3 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Ck'�c V_ $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or 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 beery made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m.to 5:00 SLOG p.m. Monday through Friday. p'tLANl,C' v _ OR10a i OF ADDITIONS or CORRECTIONST� D• NOT - JOB ADDRESS DATE t o ca'-ALC I ( C I aa THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made befor the job will be accepted $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or 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 beery made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. B`DGL t f7r�)r d_S PREPARED 9/23/03, 8:24:44 INSPECTION TICKET PAGE 13 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 9/23/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 679 OCEAN BLVD SUBDIV: TENANT, NBR: NEW GAS SERVICE CONTRACTOR SAWYER GAS COMPANY PHONE (904) 246-6471 OWNER . . ROWIN, JOHN PHONE (904) 249-7515 PARCEL . . : 170129-0000-1 - APPL NUMBER: 03-00026737 MECHANICAL ONLY ------------------------------------------------------------------------------------------------ PERMIT: MECH 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTVPRSSURE NTS -------------------------------------- --------------------------------------------------- 33 Ol � /� LJ ME GAS TEST TIME: 17 :00 AM OR3289 -------------------------------------- COMMENTS AND NOTES -------------------------------------- cEPARED 8/19/03, 16:17:47 INSPECTION TICKET PAGE 5 [TY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 8/20/03 ----------------------------------------------------------------------------------- -- )DRESS . : 679 OCEAN BLVD SUBDIV: 3NANT, NBR: NEW SFR )NTRACTOR : PHONE QNER WITHERSPOON, DIANA PHONE (904) 249-7515 VRCEL 170129-0000-1 — ?PL NUMBER: 03-00026009 SINGLE FAMILY RESIDENCE ----------------------------------------------------------------------------------------------- 6RMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION IP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------------------------------------------------------------------------- 0 01 6/18/03 LJH BD FOOTING TIME: 08:00 6/19/03 AP 422-7163 WAYNE HARRIS 1 01 7/01/03 LJH BD SLAB TIME: 08:00 6/30/03 AP EARLIEST APPOINTMENT, WAYNE HARRIS 422-7163 2 01 7/15/03 LJH J75 LINTEL TIME: 13 :00 7/16/03 AP —7087 7 01 8/20/03 LJH SHEATHING TIME: 08:00 p42, NNA 716 0862 ---------------T---- `------------- --- COMMENTS AND NOTES -------------------------------------- CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 .r Application Number . . . . 03-00025769 Date 3/28/03 Property Address . . . . . . OCEAN BLVD Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- WITHERSPOON, DIANA OWNER ATLANTIC BEACH FL 32233 (904) 249-7515 ---------------------------------------------------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 3/28/03 Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments REMOVE 41" OF CABBAGE PALM TO BE MITIGATED ON SITE WITH 28 . 75" OF PALM. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 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 RESULToJN THE PROPERTY OWNER PAY�TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHIC PART OF TIj3tS PE CT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL MINUTES OF TREE CONSERVATION BOARD March 26, 2003 A regular meeting of the Tree Conservation Board was held Wednesday, March 26, 2003, at Adele Grage Community Center. Present were Chair Barbara Mears, David Owens, Bill Permenter, Maureen Shaughnessy, Deputy Building Official Larry Higgins and Susan Dunham. 1. Call to Order The meeting was called to order at 7:02 p.m. 2.Reco2nition of Visitors None. 3. Approval of Minutes of Meetines of March 6, 2003, and March 12, 2003 A motion was made by Board Member Shaughnessy,seconded by Board Member Permenter, and unanimously carried to approve the Minutes of the Tree Conservation Board meeting of March 6, 2003. A motion was made by Board Member Permenter, seconded by Board Member Owens, and unanimously carried to approve the Minutes of the Tree Conservation Board meeting of March 12,2003. 4. Old Business None. 5. New Business: A. Tree Removal Applications: 1. 725 Atlantic Boulevard: Moved to the end of New Business. 2. Lot 6 and Lot 7,Block 16: Mr. John Rowan introduced himself and stated that he designed the house for the Witherspoons. The Board determined that three protected trees were being removed,two 14"palms and a 13"palm. Discussion was held and it was determined that the applicants could use palms from their adjoining lot for mitigation. A motion was made by Board Member Owens, seconded by Board Member Shaughnessy, and unanimously carried to direct the Building Official to issue a permit for the removal of 41" of palm to be mitigated on site with 28.75" of palm. Deputy Building Official Higgins stated that this approval was contingent upon delivery of a new survey. 3. 385 Fifth Street: Mr. Daryl Grubbs introduced himself. He stated that he attempted to shift the house forward but it became too tight so he was at this meeting to request a change to his original application. He further stated that he was able to save the 14"bay and the 24"palm at the front of the lot. The Board determined that the 10"elm and the 18"water oak were diseased or dying and the applicant needed to mitigate for the removal of a 12"palm and a 14"palm. A motion was made by Board Member Permenter, seconded by Board Member Owens, and unanimously carried to direct the Building Official issue a permit for the removal of a 12" F? E C E- V CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be submitted with seven 7 co ies and receivedb 5 PM on the Fridayten 1 days j2dor to the scheduled meeting in order to be Rlaced on the *INCOMPLETE APPLICATIONS OR INACCURATELY D.SITES- BE I ES-BE PROCESSED. 2 Z1 9 -7-'!5-) �- DIAJA W tT+-I E--' -QSi:'00fJ 1. 1 112. �-r� �`i��ct✓T /VTLA0-n(r PJeAC4 FI-- APPLICANT NAME ADDRESS TELEPHONE 2. SOT' C� `7 bLOC K 1 (n A-1'L.AO-rIc- t?- }Acta, F�, ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: C,O}..S RUC;r)Q0 Or— oaU ' j 0 61Lit: t-A WL -y P,e-s l oec'e 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES NO NOT SURE 5. PROPERTY ZONING: COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER AMIGATION OFFICE USE ONLY INT.. EXT. PALM „ PALM L AA !Z" PALM IZ" PALM 13n LM i 4" PhLN� ton PA LA& 120 coN-riWile-b 00 )jr5l) Pmt; *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. 6. LIST TREES PROPOSED FOR REMOVAL: ' . SPECIES DIAMETER NIITIGATION OFFICE USE ONLY INT.. EXT. fzgn Air— wi LAA 14" MIA 7" PAL 4c E;PLA CF w� + „ Pep,-"u, Vi Mi. PALM 14 "ILI 71" PALA *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. S r / , i 7.�l. rt+f ti7:; r S 4t tx� ** See attached diagram for determination of interior and exterior zones. 7. SITE PLAN/TREE SUMTY indicating: a) Location of topography features such as hills and low areas. b) Existing and proposed structures. c) Location of all trees with Diameter az Breast Height of six inches or mere. d) Tree species and sizes. e) Trees to be removed should be clearly marked with an"X". 1). Trees to be preserved on-site for mitigation must bd marked with brackets g) Location,size and species of any proposed new replacement trees marked with a circle u0". h) Location of utilities and easements as applicable. n. Location of trees to be preserved on-site with barricading noted. 8. ON-SITE REQUIREMENTS: . •a) All trees identified for.removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved.on-site,for mitigation MUST be marked with JBLUE flagging,paint or tape. c) The front property corners must be-marked by stakes or paint indicating the Lot 9. ak INCOMPLETE APPLICATIONS OIC NTACCURATELY MARKED SITES WILL NOT BE-PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL.OTHER APPLICABLE CODES AND ORDINANCES.OF THE CODE OF ORDINANCES OF.ATLANTIC.-BEACH- Applicant's TLANTIC BEACH-Applicant's Signature Date Owner's Signature Date CITY USE ONLY: a ( 6� Tree onservation Board Chairperson Date t TREE PROTECTION PROPERTY UNE PRIVATE 0 l' PROTECTED -TREE 20.DO' ' D B JHF��OR MORE ------ --- ---- --- -, ._ I PRIVATE I PROTECTED- TREE ROTECTED TREE 1 I I PRIVATE PROTECTED TREE I PROP NEPERTY 1.4 • 10 0 1 OBHOF2TORMORE Imo PROPERTY � I I a� • (D B H OF 10- OR.MORE IN PRIVATE LINE = i COMMERCIAL & INDUSTRIAL PROTECTED . m 1 > ry PROPERTY) THEE o�l ' 1 --� 7.50• — C---- ------ _— — --- — PRIVATE PROTECTED TREE 0 B H OF•6" OR MORE 20.00' }r PROPERT7 . .7J LINE PROPERTY UNE SIDEWALK SIDEWALK S PUBLIC PROTECTED TREE D B H -OF 6" OR MORE �it� (PUBLIC STREET) (PUBLIC STREET) A. PRIVATE PROTECTED TREE . 1. ANY TREE -WITH A D B H OF: SIX (6) INCHES OR MORE LOCATED ON ANY LOT WITHIN TWENTY -(20) FEET OF A STREET RIGHT-OF-WAY OR REAR PROPERTY UNE. SIX (6) INCHES OR MORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY UNE AND TWENTY (20) INCHES WITHIN ANY -OTHER PORTION "OF THE LOT. (EXCEPT 10' FOR COMMER- CIAL do INDUSTRIAL PROPERTY) 2. ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION _OF FORESTRY,` &ARTMENT OF AGRICULTURE. B. PUBLIC .PROTECTED JREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCHES OR LARGER WITHIN CITY RIGHT—OF—WAY. C. EX.CEPTIO14AL SPECIMEN TREE ANY TREE ON PRIVATE OR PUBLIC LAND DESIGNATED BY THE CITY COUNCIL AS A. SPECIMEN TREE. I •RtEEPRO DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 ;=R i TELEPHONE:(904)247-5834 FAX:(904)247-5843 s, SUNCOM: 852-5834 w http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # -- 1 ` `� Applicant: _ [\,I[\,In Ml D4ina6, N E+hc-y--5 ✓1 Address: 1 1 0ct-kn Y5 1�� Project: ) r o Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. amour permit application has been reviewed by the Public Works Department and the following items need attention: Provide erosion & sediment control plan. Sheet D-1 needs to be signed and sealed by surveyor. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Robert S. Kosoy, P.E., Director of Public Works � Date 457 Signature Contractor Notified Date ai lid -5-/ 5/o3 Map Output Page 1 of 1 JAXGIS Property Information X44 4h 44,tth 110 140 v 4, 4 ?75 4'4k' 700 "4'h 7'11 vt 44 444v '.44 4,4 6 9� I 214 112 z" 2 ��572 677 II e� 6 6" " fiS4 ilk 651 640 k� 1'y' III 615 520 62S 620 x'41 Capyrip ht JC)2042 C iiy of Jmhmanwilk.FI �oli Total p t apFlood# ame Address Value ciesok nel ega/Descdptlons one ndUse oning 35 16-2S-29E 170129 0 T1i£R5POON 171325 .130 9 1 DANIEL&RACKETY R/P BLK 1 NO MSI ° 2233 ATLANTIC BEACH http://maps.coj.net/website/DuvalMaps/toolbar.asp 4/18/2003 Duval County Property Appraiser-Parcel Summary Page 1 of 2 Parcel Summary-Current Ownership and Sale Information - Updated Weekly[ RE No.: 170130 0010 Owner's Name: WITHERSPOON, MELVIN M JProperty Address: OCEAN BV IFUnit No. I ATLANTIC BEACH 32233 Mailing Address: 112 7TH ST ATLANTIC BEACH, FL 32233 Property Use: 0000 VACANT RES Le al descri tion: 9-35 16-2S-29E 0.13 DANIEL&HACKETT R/P BLK 16 ATLANTIC BEACH S 1/2 LOTS 6,7 Nei hborhood: 940907 BEACH AVE NBHD I Sec-Twn-Range 16-2S-29E OR BK& Pa e: 10965-0947 Map Panel: 115591 Sale Date: 2!25/2003 No, Buildings: 0 Sale Price: $100.00 Heated Area: 0 Exterior Wall: Parcel Summary-Values & Taxes from the 2002 Certified Tax Roll Land Value$0.00 Class Value: $0.00 Improvements: $0.00 Taxing Authority: USD3 Market Value: $0.00 1(county Tax: 11$0.00 Assessed Value: $0.00 School Tax: $0.00 Exempt Value$0.00 JFDistrict Tax. 11$0.00 Taxable Value: $0.00 IFOther Tax: �$0.00 Sr. Exempt: $0.00 Voted Tax: $0.00 Sr. Taxable: $0.00 IFTotal Tax: - I$0.00 This page displays values from the 2002 Certified Tax Roll with weekly updates of ownership & sales. Map-it maps & data are not updated as frequently as the Tax Roll data and may not reflect matching information. Please direct inquiries regarding the maps & data to Map-It Feedback (below). Map-it Feedback 13 *'PRC•••••� Payment Feedback Home New Map-IT Taxes Appraisal Feedback http://pawww.coj.net/pub/property/RENO.asp?RENUM=17013 0+00 10 4/18/2003 Duval County Property Appraiser-Parcel Summary Page 1 of 2 Parcel Summa -Current Ownership and Sale Information -Updated Weekly RE No.: 1290010 Owner's Name: WITHERSPOON, DIANA B Property Address: EAN BV IFUnit No. I ATLANTIC BEACH 132233 Mailing Address: 112 7TH ST ATLANTIC BEACH, FL 32233 Pro er Use: 0000 VACANT RES Legal description 9-35 16-2S-29E 0.13 DANIEL& HACKETT R/P BLK 16 ATLANTIC BEACH 1/2 LOTS 6,7 Neighborhood: 940907 BEACH AVE NBHD Sec-Twn-Range: 16-2S-29E OR BK& Pa e. 10386-1160 1 ap Panel: 115591 Sale Date: 3!4/2002 No. Buildings: —110 Sale Price: $100.00 i5eated Area: __110 � Exterior Wall: Parcel Summa -Values & Taxes from the 2002 Certified Tax Roll Land Value: $0.00 Class Value.F�$0.00 Improvements: $0.00 T �axing Authority: USD3 Market Value: $0.00 Coun Tax.• $0.00 Assessed Value: $0.00 School Tax: —�$0.00 Exempt Value: $0.00 JFDistrict Tax: 1$0.00 Taxable Value: $0.00 Other Tax: $0.00 Sr. Exempt: $0.00 Voted Tax: $0.00 Sr. Taxable: $0.00 lRotal Tax: This page displays values from the 2002 Certified Tax Roll with weekly updates of ownership & sales. Map-it maps & data are not updated as frequently as the Tax Roll data and may not reflect matching information. Please direct inquiries regarding the maps & data to Map-It Feedback (below). Ma-p-1t Feedback oc Home PRC New Map-IT Taxes Payment Feedback Appraisal Feedback http://pawww.coj.net/pub/property/RENO.asp?RENUM=170129+0010 4/18/2003 r CITY OF ATLANTIC BEACH J k OWNER/BUILDER AFFIDAVIT Date: 'S A Job Address: ©C a", f 1, C/ CHAPTER 489,FLORIDA STATUTES,PART I"CONSTRUCTION CONTRACTING"REQUIRES OWNERBUILDER 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 WROVE 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. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN TI'IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. 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. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR WROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES OWNERS BEING^ SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO, 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA"CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR, TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. P OP WNEWBUILDUR SWORN TO AND SUBSCRIBED BEFORE ME THIJZ'-:_DAY OF 200 BRENDA M.BOONE MY COMMISSION#CC 939681 EXPIRES:May 24,2004 _ "';�,$F:y?:�•• Bonded Thru Notary Public Underwriters TARY PUBLIC MY COMMISSION EXPIRES: Aln'Tl:. DT-M A 0L•O 7 A11 A Tilt m 5 MIN. RETURN Book 11073 Page 760 PHO NE# 90 NOTICE OF COMMENCEMENT State of 1 / Dpi r�� Tax Folio No. County of D to v a To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description ofproperty being improved: S Of 6 O� t!p � 7 Z)R1V1FL �4N,0 Ck TT WrF'L,47— 0 /3X Flo r i4 77Z-14lV7-4e /3 CV , Aoldl 9 106- 35 -DV02 Address of property being improved: (;L.e 4� 7 /3 i v d +L 7 — S 7- C ©rte e, !7 7"i✓!9" /-7c F f� General description of improvements: .S/n Pn c Owner: 1"GLI1lA.2 M r.- 01/tlV f; /3 W ! 7_J4 e p Address:—/./,,X -7 '`— S T /1-J'L 1gV T!G /3 e H /=C 3 2 2 3 3 Owner's interest in site of the improvement: /00 %o Q Lone r Fee Simple Titleholder(if other than owner): Name: Address: Contractor: e2��i✓�� : 1 t O Address: Pap: 760 Phone No: Fax No: Hied Surety(if any): wostem 11N As � Address: Amount of Bond SCLEBK Citt(y1TT mIgT Phone No: Fax No: MW CONTY Name and address of any person making a loan for the construction of the improvements. REMNG TRUST I { 1.00 Name: n!/,e4 CORY FEE 6 V.w Address: CERTIFY f 1.00 Phone No: Fax No: Name of person within the State of Florida,other than himselfy designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name:• Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY /,� OWER Signed: ate: �� Before me this day of in the County of Duval,State f Fl has personally peared CI✓/ /7►. lea- � c7�Jr1 Notary Public at Large,State of Florida,County of Duval. 'v %, BRENDA M.g My commission expires: MY COMMISSION k CC 939681 Personally Known: X or EXPIRES:May 24,2004 Produced Identification'- Bonded J ��•` Bonded Thru Notery Public Underwriters DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE Jam, ATLANTIC BEACH,FLORIDA 32233-4318 1z1 TELEPHONE:(904)247-5834 J FAX:(904)247-5843 S) SUNCOM:852-5834 ,- - http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # Applicant: Address: .;, i , .. ,3"+ .: ¢w Project: # `, V1 �a r 1 ;, .� d%, y $ .. '✓ Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: A 64 Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Donna Kaluzniak, Public Utilities Director (fi Date Signature Contractor Notified Date LOW CITY OFATLANTIC BEACH r� _A P 800 SEMINOLE ROAD r ATLANTIC BEACH,FLORIDA 32233-5445 • TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM: 852-5800 http://ci.atlantic-beach.fl.us A"i PIAN REVIX COMMENTS Permit Application # y Applicant: G4- Address: ( 42 �1 D mak-) Y 1`-d Project: 1�S.'vJ ur application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed Date Contractor Notified Date CITY OF ATLANTIC BEACH S y _ PERMIT CALCULATION SHEET _. Date: Address (9 �( ( / LF tf aJ y 0 Heated Square Footage ( �� @ $ per sq ft= $ Garage/ Shed @$ per sq ft = $ Carport/Porch (y @$ per sq ft = $ ` Deck @$ per sq ft = $ Patio �S�✓ LF r 0� @ p sqft =per s ft = $ TOTAL VALUATION: $JL9 Total Valuation Ist $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: —iZ:r-- TOTAL BUILDING FEE $ ZONING: I23-2- + '/2 Filing Fee $ FLOOD ZONE: T1- (1) Fireplaces @ $35.00 $ 3S-60 IMPERVIOUS SURFACE: 17 S'6 BUILDING PERMIT FEE $ WATER IMPACT FEE $ G 90 SEWER IMPACT FEE $ / S� WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C JcTo RADON HRS .0050 $ SECTION H PAVING ( ) $ —p — CROSS CONNECTION $ ST(3/5b) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 CITY OF ATLANTIC BEACH 1; 800 SEMINOLE ROAD <'p ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE: (904)247-5800 FAX:(904)247-5805 SUNCOM: 852-5800 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application # Applicant: NA C "'n v 1 o Address: - Cx-eA'n Y V" Project: N'1LJ sfE= a/ Your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by 1)-0&) 'E.K-0 Signed 7'—� _Date S ` e6 -0 j Contractor Notified Date WATER IMPACT FEE WORKSHEET ADDRESS: '-�C D. 1U,9,-cJ SIC 0"Z DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers,residential 2 i 2 Bathroom group consisting of water closet,lavatory, —3 j Bidet, and bathtub or shower 6 Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 l Z Drinking fountain/lcemaker 'f2 1 Floor drains 2 Hose bib 1 Kitchen sink,domestic 2 Q Kitchen sink,domestic with food waste grinder and/or I Z dishwasher 2 1 Laundry tray 1 or 2 compartments) 2 L Lavatory 1 Shower compartment domestic 2 '2, Sink 2 Urinal 4 Urinal, l gallon per flush or less 2 Wash sink(circular or multiple)each set of faucets 2 Water closet,flushometer tank,public or private 4 Water closet,private installation 4 Water closet,public installation 6 TOTAL NUMBER OF UNITS= ,S MULTIPLIED X 20 TOTAL$ („ III. Energy Code Information: I. Is the current energy code form completed properly and signed; RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS correct climate zone and correct jurisdiction? (FBC 13-600) Yes /"No NIA 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes --No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes-"No N/A (FBC 13-602.I.ABC.1.I) 0 3 4. Is the"R"value for added insulation on exterior walls shown? Yes No N/A ;� PLANS EXAMINER: )Doo AD✓Z 0 DATE: -1 5. Is the"R"value for ceilings shown? (FBC 13-604.I.ABC.1) Yes /No N/A nn �y 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes --,No NIA OWNER:1L'IITflEOCJ/�o011J JOBADDRESS:60'Q' (11E/jA) 7. Are Energy Credits Claimed? Yes No N/A A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yes No N/A CONTRACTOR: � � PHONE NUMBER: ) Yes B. White Roof Credit (FBC 13-607.I,A.5 _,No N/A � N r � ✓ C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes No N/A (CIRCLE) 1. Survey: IV Foundation Plan: 1. Is a specific purpose survey submitted? Yes "'No N/A 2. Is correct Flood Zone shown? Yes No N/A I. Are all footings shown,including interior beating walla, Column pads and concentrated loads? Yes rNo N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes -I'No N/A in an"A"or"V"zone? Yes No N/A 3. Are all elevation changes in slab shown? Yes✓No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A 4. Is minimum concrete PSI shown? Yes_-No N/A 5. Is property in a flood way? Yes No N/A 6. Is flood way line shown? Yes No N/A/ 5. Is slab reinforcement shown? Yes ✓No N/A Y A. Wire mesh size and gauger Yes No N/A'''te B. Fibermeshreinforcement? Yes."No N/A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes'vNo N/A if. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes--No N/A 1. Are plans sealed by architect or engineer? Yes �No N/A 8. Is type of soil treatment for termites shown?(FBC 1816) Yes--No N/A A. Are structural calculations submitted? Yes ,No N/A 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes ✓N .✓ o N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes -go N/A 3. Is exposure category shown? (FBC 1606.1.8) Yes . No N/A 10. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 16067 Yes-,--No N/A (FBC 1805.1) Yes✓No N/A 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes .-No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? Yes No N/A 1. Is finished grade shown? Yes�o N/A 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? stories and allowable area? Yes✓No N/A Yes o N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 A. Minimum B"above adjacent grade? Yes NNo N/A g B. Flood protection elevation? Yes No N/A for structural elements? Yes✓ No N/A , C. Base flood elevation? Yes ,�o N/A 9. Are plans designed per SSTD 10-99? Yes No N/A 3. Is minimum footing depth beneath finished grade shown? Yes r/No N/A A. Are all appropriate charts and tables shown? Yes No N/A (FBC 1804.1.3) / B. Are all appropriate requirements circled or highlighted? Yes No N/A 4. Are all footing sizes shown? Yes✓ o N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes✓No N/A Construction in High Wind Areas"? Yes... No N/A 6. Is vertical reinforcement shown? Yes No N/A A. Are all appropriate charts and tables shown? Yes/ No N/A 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes /No N/A A. Is exterior wall finish shown? Yes!�o N/A 11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yesve�T10 N/A High Wind Areas? Yes ✓No N/A C. Is exterior wall insulation shown? Yes o N/A A. Are all appropriate charts and tables shown? Yes-"No N/A D. Is exterior wall finish shown? Yes ✓No N/A B. Are all appropriate requirements circled or highlighted? Yes '-No N/A 8. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Yes 1 o N/A Manual for One-and Two-Family Dwellings,High Wind Edition"? Yes No N/A B. Is exterior sheathing(type and thickness)shown? Yes No N/A A. Are all appropriate charts and tables shown? Yes No NIA C. Are nailing requirements(size and spacing)shown? Yes ✓No N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A (FBC Table 2306.1) r D. Is exterior wall finish shown? Yes /1 o N/A 15. Does bedroom open directly into garage? Yes No V_/./AE. Is interior wall finish shown? Yes �/No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes No N/A grade shown? (FBC 2304.2.5) Yes & No N/A G. Are shear wall segments shown? Yes%,�o N/A 17. Is Designer's name and address shown on plans? Yes,�No N/A A. Type of hold-downs shown? Yes ✓No N/A 18. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes v,-No N/A and FBC 1012.1.5? Yes No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes I/No N/A 19. Are habitable rooms shown with the minimum light and ventilation 11. Is ceiling type shown,drywall thickness? Yes No N/A requirements of FBC 1203.1? Yes No N/A 12, Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes t'No N/A wind load requirements for components and cladding per FBC 1606? Yes No N/A B. Are conventional frame rafters used? Yes No N/A✓ 21. Does floor plan show fireplace? Yes No N/A I. Rafter size shown? Yes No N/A 22. Are stair details shown? Yes��N. N/A 2. Species of lumber shown? Yes No N/A A. Is minimum stair width shown? (FBC Table 1004) Yes No N/A 3. Grade of lumber shown? Yes No N/A B. Are tread and riser sizes shown? (FBC 1007.3) Yes /No N/A C. Type of roof sheeting shown? Yes s/No N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes No N/A I. Thickness of roof sheeting shown? Yes./No N/A D. Are required landing shown? (FBC 1007.4)? Yes ./�Io N/A, 2. Grade of roof sheeting shown? - Yes✓No N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes No N/A 3. Nailing pattern of roof sheeting shown? Yes V/No N/A 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes . ,No N/A D. Weight of Dry-In felt shown? Yes s<'No N/A 24. If required,are tenant separations shown? Yes No N/A E. Type of roof cover shown? Yes ;,"No N/A A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes VINo N/A 25. Are all columns and beams shown for porches and lanais? Yes No N/A 2. Attachment of tile roof shown? Yes No N/A.1" A. Are column type,size and anchorage shown? Yes No N/A li (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes No N/A./ 3. Other roof covering and attachments shown? Yes No N/A�� 26. Are all lintel and beam details shown? Yes ✓"lo N/A F. Length of roof overhang shown? Yes✓jVo N/A 27. Are engineering details provided for butt glass? Yes No N/A o� G. Type of soffit and fascia shown? Yes / o N/A H. Attic ventilation shown? Yes No N/A I. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes 1_ / N/A 1. Are engineered truss plans provided showing loads,uplifts and � I. Type and gauge of eave metal shown? Yes o N/A required connections? Yes ✓ o N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yes ✓"(N�No N/A 3. Framed roof. VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/A application? Yes`�No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes'�No N/A species,grade of lumber,span and connections? Yes No N/A,- 3. /A,-3. Are all door and window sizes shown? Yes r No N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes/No N/A grade of lumber and connections? Yes No N/A 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes✓ No NIA of lumber? Yes No N/A..' 6. Are all vertical reinforcements shown? Yes✓No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes No N/A pattern? Yes&/No N/A 8. Are all hold-downs and hurricane anchorages shown? Yes No N/A 9. Is required attic access shown? Yes No N/A 10. Are all plumbing fixtures shown? Yes s/No N/A VIII. Floor Framing. 11. Are all electrical fixtures shown? Yes✓No N/A 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes N/A uplifts and connections? Yes✓No N/A A. Is air handler and condensor location shown? Yes N/A �( 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Ye No N/A grade of lumber and connections? Yes-**"No N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes No N/A 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the first habitable floor level / nailing pattern? Yeslo N/A Have a 29"net clear door opening and handicap accessible .// route? (FBC I I-11) Yes No N/A ,S CITY OF ATLANTIC BEACH r BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) f (3L:-VD y Date: Job Address: C,�c�a� ,64'd Owner of Property: Address: �I� 'i e4-)� �/r /3c� - 32- Telephone: c;? Y 9 Legal Description: BlockNumber: �P Lot Number: t 7 Zoning District: Contractor: d W/I E'V'S State License Number: -p, -es- Contractor's Address: JoI. 1 e Telephone: 'am e, Fax: Describe proposed use and work to be done: S —16/ri L/ (�e S 1 C7 P/1 C e, Present use of land or building(s): V a C a + O Valuation of proposed construction:, c� a ��J' �0 Is approval of Homeowner's Association or other private entity required?/—V 4If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑NO. Applicant certifies that no change in site grade or fill material will be used on this project. ACES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑NO. Applicant certifies that no trees will be removed for this project. [jli& Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as anaronriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed omstruction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Deparhnent of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located at:1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beast,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Pa!!e 1 Revised 1/14/03 In addition to c onnsUvction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-oonstruction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways,sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all inf on provided wi h this application is correct. 5--6-V� Signature of owner: Date: 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 goveming 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 permit is contingent upon the above information being true and correct and that the lams and supporting data have been or shall be provided as required. Signature of Contractor: Date: Address and contta/affctttJ information of person to receive all correspondence regarding))this application /application(please print). Name: 11 tom///'91 V J�'/I z 4 � r 1&1,11--?_ / 1, e x ©O r7 Mailing Address: // Telephone: c;2" 7 S SS Fax: n le E-Mail:AS TO OWNER Swom to and subscribed before me this _day of 20 CJ 47 State of Florida,County of Duval Notary's Signature: ••,••l 4- BRENDA M.BOONE s.: MY COMMISSION#CC 939681 ., = EXPIRES:May 24,2004 5d- Personally known s� ;�• Bonded Thru Notary PoW Undw*"era ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 03. State of Florida,County of Duval BRENDA M.BOONE Notary's Signature. ?A�!i�__ MY COMMISSION#CC 939681 / Lam = EXPIRES:May 24,2004 Personally known N P Bonded Thru Nam Pubk Undewrtere ❑ Produced identification Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ci.atlantic-beach.H.us Pare 2 Revised 1/14/03 Map Output Page 1 of 1 JAXGIS Property Information } 714 7,6 ti i I 112 214 ti I� 170130 0010 672 tia" as1� 6s4 643 620 y615 6a0 y 625 Cepyrip ht jQ 2=C Ry wf J=hwnvHM.FI l Total lattmpel Flood E# Name Address Value Acres ook epal Descrlptlons 0.13 nendUse on/n8 T THERSPOON EAN BV 35 18-2S-2K BLK170130001 DIANA B 161000 .13 0DANIEL&RACKETY R/P BLK 18 NO 2233 ATLANTIC BEACH http://maps.coj.net/website/DuvalMaps/toolbar.asp 5/16/2003 . % A CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r� ATLANTIC BEACH, FLORIDA 32233 , INSPECTION PHONE LINE 247-5826 Number . . . . 03-00025769� Date 3x28/0. Application3 Property Address . . . . . . OCEAN BLVD Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ WITHERSPOON, DIANA OWNER ATLANTIC BEACH FL 32233 (904) 249-7515 ---------------------------------------------------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 3/28/03 Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments REMOVE 41" OF CABBAGE PALM TO BE MITIGATED ON SITE WITH 28 . 75" OF PALM. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 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 RESULTJN THE PROPERTY OWNE, PAYRqG TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICIMPART OF T({7+O�p•(�PE JECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. %��) BUILDING OFFICIAL Schlueter, Jennifer From: Showman, Lisa Sent: Friday, May 23, 2003 1:51 PM To: Schlueter, Jennifer Subject: #26009 FYI --Approved by PW. Have a great weekend! . • Flange Hangers • o We�— Fasteners''' Allowable Loads' Joist Model Dimensions , ; "' . Stiff { Ga Solid Header Uplift uplift DF Size No. E Joist P I P LVL PSL LSL DFlSP: SPF . Masonry Reqd I W H B TF To Face'j (133):(160) I-Joist f ITT310 — i 18 236 93(6 2 1y 4-10d 2-10d 2-tOdxtyz 245 285 1450 1300 1435 1615 12003 1050 — LBV31J 0 — l 14 2%6 10 2y 2y 4-16d 2-16d 2-tOdxty, 240 290 2565 2360 2035 203512035T! 1230 — 1i 2y2-2% W1310 ✓ 12 2% 10 2 1 2yz 2-16d — 2-10dxly — � — 2335 1950 2335 j 1765 1435 1 — — X10 WP1310 _ ✓512;�29/16 10 2yz 236 2-16d — 2-10dx1y — — 3635 3320 3635 3255 2600 2030 — 5 iW 310 ✓ 11 125/,6 10 4 2yz 4-16d — 2-10dxl v, — — 5100 4000 4500 5285;3665 — ji — h I ITTM310' j — 18 29116 9134s 2 3yz 3-Titen 2-Titen 2-1Odx1y 225 225 — — — — — 1545 {?dx1` 2t5 23k i150 1411,' 1201ti ,1050 2yz-2XG LBV311.25 14 ,'2 6 11y .2y, 2 - '4-16tl'" 2-16d` 2-i0dxlyz 240 290 2565 2360 2305 2035{2035 1230 — x 11y — WI311.25 ✓ 12 `2346{ 11Y, 22yz` 11 1 2-16d' — 2-10dxt y — 2335 1950 2335 .`1785 1435 — — ITT311.5 — 18 2%s 11/6 2 1% 4-1 Od 2-1Od2-10dxlyz 245 11 285 1450 1300 1435 1615 1200 1050 — 2yz 236 LBV31}.5 — 14 29/6 1=Y, 2 2Y, 4-16d 2-16d 2-10dx1y, 240 290 2565 2360 2035 203512035 1230 — x 11y , W1311.5 ✓ 12 2% 11y i 2 2y 2-16d — 2-10dxlyz — — 12335 1950 2335 1765 1435 — — ITTM311.5' j — 18 2h6 11ti6 2 3yz j 3-Titen 2-Titen 2-10dx1y 225 225 — — — 4 — 1545 ITT311.88 — 18. 2346 11%1 2 1X6;. 4-1 Od 2-tOd 2=lOdxlyz 245'1 285 1450 1300 1435 °161531200 1050 2y 2346 x 11/6 LBV31L88 14 '2'ifs 11/ 2y, 2y 4-16d` 2=16d j 2-10dx1yz 240 290 - 2565 2360. 2035 2035 i 2035 1230 1TTM311:68' 18 1 2% 11%` 2 .3y` 3-Titen. 2-Titen 2-1Odx1y 225,, 225 — — = 1 — — 1545 2y-2% ITT313 — 18 29/,6 1215/,61 2 13. 4-1 Od 2-10d 2-10dx1 y 245 285 1450 1300 1435 1615 1200 1050 — X13 LBV313 — 14 2%. 13 2y, 2y 4-16d 2-16d 2-10dx1y 240 299 2565 2360 2035{2D351 2035 1 1230 I — ITT-314 18 3 2W,'i13 2 1 4-1Od; _ 2-10d. 2=10dx1yz 245, 285. 1450 1300 — 1346 3/e: 1435 ,1615` 1200 1050 — MIT314 — 16 2346 14 `2y 2X6 4-16d 2-16d' 2-10dxlY, 240 290 2550 2000' 2115 2400 1665 1230 — LBV314 14 j 2y,,' 14 2y, 2yz 4-16d 2r16d 2-1Odxlyz 240 290 2565 2360 2035 2035 2035 1230 2y_2346 WI314 ✓- 12 2%114' 2, 2y; 2-16d' 2-10dxly — 2335 1950 2335 1765 1435 — x 14 WPI314 ✓ 12 234s 14 '2yz 234e. 2-16d.' 2-10dx1y 3635 3320 3635:3255' 2600 2030'" — 1 HWI314 ✓' 11 2% 14' 4 2y', 4-16d 2-10dxly — 5100 4000 4500 5285f3665 — I ITTM314'' 18 2%,131Y'6, 2 3y; 3-Titers 2-T'iten 2=10dxiyz 225 225 — — — 1545 j WMI314' ✓ 12 j 2% 14 3 3% 2-16dDPLX 12-10dxly, — — — - — — f 4175 - I ITT316 —_1 18 2�6 151346 2 1%6 4-10d 2-1 Od 2-1 Odx1y 245 285 1450 13001435 1615 1200 1050 1 — { _MIT316 iJ— 16 2%6 16 2y 2% 4-16d 2-16d 2-10dx1yz 240 290 2550 2000 211.5 2400 1665 12333__ LBV316 j =1.14 23;6 1 16 2y, 2y 4-16d 2-16d 2-10dx1y, 240 j 290 12565 2360 2035 2035 2035 1230 — 2yz _2�6 81316 'S-✓ 12 2% 16 2y 2y2 2-16d 4-16d 2-10dx1y 245 j 295 2315 2225 — 2665 1835 —_j — x 16 I W1316 ' ✓ 12 2346 16 2 2y 2-16d 2-10dxlyz 2335 1950 2335 1765,1435 � — IF WP1316 j ✓ X12 1 2%,j 16 2y 2X16 2-16d 2-10dx1y, 3635 3320 3635 132551 2600 2030 HW1316 —✓ 11 29,46 16 4 2yz 4-16d 3 2-10dxlyz — — 5100 4000 4500 5285 1 3665 — — j WMI316' ✓ 12 i 2%, 16 3 3X, 2-16dDPLX 2-10dxlyz — — — , — i — — — — 4175 MIT316' — -16 12 18 ,_?y,: 2 Y,, 4-16d 2-16d' 2-1'0dxly 240'1 290 2550 2000 12 11153 2400 j 1665 '1230 — 1 HIT318. — 16,j 2346 j 18 3 27/ 4-16d yz2550 2050 2500 3050;1950 — — 0 1 LBV318 - 14 3 2%, 18' 2 4 2y 4-16d' 2-16d 2-10dxlyz 240 290- 2565 2360 2035 20352035 1230 W 81318 ✓ 12 2% 18 ,�2y '2y. 2=16d 4-16d 2-10dx1yz 245 295 2315, 2225 2665;1835 — — 2y 2346 `z x18 WI318 ✓ 12 2%6 18 2 2yz 2-16d 2-1pdxlyz - ' — 2335 1950 2335'1765'.1435 — j' — WP1318 ✓ 12 i 2346 18: 2yz 2%. 2-16d 2710dx1y 3635 3320 3635 3255 3 2600 2030 o HW1318 ✓ 11 ('29/16 184: 2y, 4-16d1 2-10dxlyz — — 51004000 4500 "5285 3665 WM13W ✓ 12_ 2346 ,18 3 3%, 2.16dDPLX 2-10dxly — 1 - — 4175 o MIT320 ✓ 16 2N6 20 2yz 2%6 4-16d 2-16d 2-10dx1y, 240Y90 2550 2000 `;'{':i 3 2400 1665 1 32 0 HIT320 ✓ + 16 {2%, 20 3 2/ 4-16d 6-16d 2-10dx1y 240 290 2550 12050 2500 3050 19501 — a 1 i LBV320 — 14 i,2% 20 1 2X4 2Y24-16d 1 2-16d 2-10dx1yz 240 29�2565 2360 2035 2035 2035 1230 B1320 ✓ 1 12 j 2346 20 2yz 2y 2-16d'; 4-16d 2-10dx1y 245 3 295 2315 2225 — 2665 j 1835 — I — 1 2y -23{6 j W1320 1 ✓ j 12 2% 20 i 2 2ys 2-16d 12-10dxly — i — 2335 1950 2335 1765 1435 — — S 1 x 20 -- —�. v WP1320 ; ✓J 2 296 20 2y 2% 2-16d 2-10dx1y — i — 33635 33203635 32551260012030 — 3 I HW1320 _✓ X11 294e 20 4 2y 3 4-16d 2-1odx1yz —� — 100 4000 4500 5285 36651 —�_ WMI320' ✓ 12 j 2% 20 3 3� 2 16dDPLX 2 10dx1yz I— — I 4175 1.Loads may not be increased for short-term loading.Uplift loads are based on tests on solid wood headers. t.r e; Ll 2.Uplift loads are based on Douglas Fir,and have been increased 33%and 60%for wind or earthquake loading with no further increase allowed.Reduce by 33%and 60%for normal loading such as in G ,.: I•'a cantilever construction. 3.ITTM and WM loads listed are based on attachment to a masonry block wall. See pages 8,76,77 and 79 for additional information. 4.When 1-joist is used as header,all nails must be 10dx11h. 1 _ 5.Structural composite lumber is laminated veneer lumber,Parallam' PSL and T}mberStrand LSL. Parallam and TimberStrand are registered trademarks of Trus Joist,a Weyerhaeuser company ``a r 85 Of BOISE' BC CALC@ 2002 DESIGN REPORT - US Monday,March 24,2003 14:41 File Triple 1 3/4" x 16" VERSA-LAM® 2900 SP Name - OOOBASE JOB:BM-01 Job Name - 32590 JOHN ROWAN Description - Address - LOT 6&7 ATLANTIC BEACH Specifier - City,State,Zip - Designer - RICHARD TINGLEY Customer - Company - LUMBER UNLIMITED Code reports - ICBO 5512,BOCA 98-52,SBCCi 9852 Misc - 3 2 1 Standard Load-40 PSF 115 PSF Tributary00-06-00 BO 61 3564 lbs LL 3285 lbs LL 2695 lbs DL 2144 lbs DL Total Horizontal Length-20-02-06 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 20-02-06 40 PSF 15 PSF 00-06-00 100 Member Type: - Floor Beam 1 Unf.Area Load Left 00-00-00 13-09-00 30 PSF 12 PSF 09-03-08 125 Number of Spans - 1 2 Unf.Lin.Load Left 00-00-00 13-09-00 0 PLF 110 PLF n/a 100 Left Cantilever - No 3 Conc.Pt.Load Left 13-09-00 13-09-00 2613 lbs 1165 lbs n/a 100 Right Cantilever - No Controls Summary Slope 0/12 Control Type Value %Allowable Duration Loadcase Span Location Tributary 00-06-00 Moment 35531 ft-lbs 54.2% @ 125% 3 1 -internal Repetitive n/a End Shear 5524 lbs 27.2% @ 125% 3 1 -Left Construction Type n/a Total Deflection U338(0.716") 70.9% 3 1 Live Deflection U570(0.425") 63.1% 3 1 Live Load 40 PSF Max.Defl. 0.716"(Limit: 1") 71.6% 3 1 Dead Load 15 PSF Span/Depth 15.1 1 Part Load 0 PSF Duration 100 NOTES: Disclosure Design meets Code minimum(U240)Total load deflection criteria. The completeness and accuracy of Design meets Code minimum(U360)Live load deflection criteria. the input must be verified by anyone Design meets arbitrary(1")Maximum load deflection criteria. who would rely on the output as Minimum bearing length for BO is 1-1/2". evidence of suitability for a Minimum bearing length for B1 is 1-1/2". particular application. The output Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+ 1/2 intermediate bearing above is based upon building code-accepted design properties and analysis methods. installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO,BC FRAMER@, BCI(&, BC RIM BOARDTm, BC OSB RIM BOARD-,BOISE GLULAM-, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS(&, VERSA-STRANDTm, VERSA-STUD@,ALLJOISTO and AJS TM are registered trademarks of Boise Cascade Corporation. Page 1 of 1 0 BOISE' BC CALC@ 2002 DESIGN REPORT - US Monday, March 24,2003 14:41 File Double 1 3/4" x 16" VERSA-LAM® 2900 SP Name - OOOBASE JOB:BM-02 Job Name - 32590 JOHN ROWAN Description - Address - LOT 6&7 ATLANTIC BEACH Specifier - City,State,Zip - Designer - RICHARD TINGLEY Customer - Company - LUMBER UNLIMITED Code reports - ICBO 5512,BOCA 98-52,SBCCi 9852 Mise - 3 1 2 Standard Load-40 PSF 116 PSF Tributary00-06-00 BO B1 3049 lbs LL 3293 lbs LL 2303 lbs DL 2076 Ibs DL Total Horizontal Length-17-11-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 17-11-08 40 PSF 15 PSF 00-06-00 100 Member Type: - Floor Beam 1 Unf.Lin.Load Left 00-00-00 13-09-00 0 PLF 110 PLF n/a 100 Number of Spans - 1 2 Unf.Area Load Left 00-00-00 13-09-00 30 PSF 12 PSF 09-03-08 125 Left Cantilever - No 3 Conc.Pt.Load Left 13-09-00 13-09-00 2150 lbs 916 lbs n/a 100 Right Cantilever - No Controls Summary Slope 0/12 Control Type Value %Allowable Duration Loadcase Span Location Tributary 00-06-00 Moment 26351 ft-lbs 60.3% @ 125% 3 1 -internal Repetitive n/a End Shear 5311 lbs 39.2% @ 125% 3 1 -Right Construction Type n!a Total Deflection U334(0.645") 71.8% 3 1 Live Deflection U566(0.38") 63.6% 3 1 Live Load 40 PSF Max.Deft. 0.645"(Limit: 1") 64.5% 3 1 Dead Load 15 PSF Span/Depth 13.5 1 Part Load 0 PSF Duration 100 NOTES: Disclosure Design meets Code minimum(U240)Total load deflection criteria The completeness and accuracy of Design meets Code minimum(U360)Live load deflection criteria. the input must be verified by anyone Design meets arbitrary(1")Maximum load deflection criteria. who would rely on the output as Minimum bearing length for BO is 1-3/4". evidence of suitability for a Minimum bearing length for B1 is 1-3/4". particular application. The output Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+1/2 intermediate bearing above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC@,BC FRAMER@, BCI®, BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAM-, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRANDTm, VERSA-STUD@,ALLJOIST@ and AJS*ly are registered trademarks of 3oise Cascade Corporation. Page 1 of 1 W 301SE" BC CALC@ 2002 DESIGN REPORT - US Monday,March 24,2003 14:41 File Double 1 3/4" x 16" VERSA-LAM@ 2900 SP Name OOOBASE JOB:BM-03 fob Name - 32590 JOHN ROWAN Description - 4ddress - LOT 6&7 ATLANTIC BEACH Specifier - 3ity,State,Zip - Designer - RICHARD TINGLEY :ustomer - Company - LUMBER UNLIMITED ;ode reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - t n r oa - n u Ahk BO 61 1800 lbs LL 1800 lbs LL 714 lbs DL 714 lbs DL Total Horizontal Length-05-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 05-00-00 40 PSF 15 PSF 00-06-00 100 Member Type: - Floor Beam 1 Unf.Area Load Left 00-00-00 05-00-00 40 PSF 15 PSF 17-06-00 100 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 3143 ft-lbs 9.0% @ 100% 2 1 -Internal Slope 0/12 End Shear 1173 lbs 10.8% @ 100% 2 1 -Left Tributary 00-06-00 Total Deflection U10136(0.006") 2.4% 2 1 Repetitive n/a Live Deflection U14158(0.004") 2.5% 2 1 Construction Type n/a Max.Defl. 0.006"(Limit: 1") 0.6% 2 1 Span/Depth 3.8 1 Live Load 40 PSF Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for B1 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC@,BC FRAMER@, BCI@, BC RIM BOARD-,BC OSB RIM 30ARDTm,BOISE GLULAMTM, ✓ERSA-LAM@,VERSA-RIM@), /ERSA-RIM PLUSO, (ERSA-STRAND TM', (ERSA-STUD@),ALLJOISTO and dSTM'are registered trademarks of poise Cascade Corporation. gage 1 of 1 0 BOISE' BC CALC@ 2002 DESIGN REPORT - US Monday,March 24,2003 14:41 Single 16" AJS' File m 20 MSR Name - OOOBASE JOB:F01 Job Name - 32590 JOHN ROWAN Description - Address - LOT 6&7 ATLANTIC BEACH Specifier - City,State,Zip - Designer - RICHARD TINGLEY Customer Company - LUMBER UNLIMITED Code reports - BOCA 21-70,SBCCI 9707B,ICBO PFC-5504 Misc - tandard Load-40 PSF 110 PSF OC Spacing 24" 1 2 3 BO,2-1/2" 81,2-112" 600 lbs LL 600 lbs LL 150 lbs DL 150 lbs DL Total Horizontal Length-15-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. Member Type: - Joist S Standard Unf.Area Load Left 00-00-00 15-00-00 40 PSF 10 PSF 24" 100 Number of Spans - 1 Hole Summary Left Cantilever - No ID Description Center Ref. Width Height Shape Right Cantilever - No 1 04-02-08 Left 12" 12" Circular Slope 0/12 2 07-05-00 Left 13" 12" Rect. OC Spacing 24" 3 10-07-08 Left 12" 12" Circular Repetitive Yes Construction Type Glued Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Live Load 40 PSF Moment 2812 ft-lbs 47.9% @ 100% 2 1 -Internal Dead Load 10 PSF End Reaction 750 lbs 65.6% @ 100% 2 1 -Left Part Load 0 PSF Hole#1 Shear 376 lbs 74.9% Duration 100 Hole#2 Shear 155 lbs 56.8% Hole#3 Shear 364 lbs 72.4% Disclosure Total Deflection U1151 (0.156") 20.9% 2 1 The completeness and accuracy of Live Deflection U1438(0.125') 33.4% 2 1 the input must be verified by anyone Max.Defl. 0.156"(Limit: 1") 15.6% 2 1 who would rely on the output as Span/Depth 11.3 1 evidence of suitability for a particular application. The output Bearing Supports above is based upon building %Allow %Allow code-accepted design properties Name Type Dim. L x W Value % and analysis methods. Installation yp ( ) Support Member Material of BOISE engineered wood BO Wall/Plate 2-1/2"x 2-1/2" 750 lbs 28.2% n/a Spruce-Pine-Fir products must be in accordance B1 Wall/Plate 2-1/2"x 2-1/2" 750 lbs 28.2% n1a Spruce-Pine-Fir with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if NOTES: you have any questions,please call Design meets Code minimum(U240)Total load deflection criteria. (800)232-0788 before beginning Design meets User specified(L/480)Live load deflection criteria. product installation. Design meets arbitrary(1")Maximum load deflection criteria. BC CALC®,BC FRAMER®, BCI@, Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+112 intermediate bearing BC RIM BOARDTm, BC OSB RIM BOARD-,BOISE GLULAMT-, VERSA-LAM®,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND TPA, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 ■ BOISE' BC CALC®2002 DESIGN REPORT - US Monday,March 24,2003 14:41 Single 16" AJSTFile m 20 MSR Name - OOOBASE JOB:F02 Job Name 32590 JOHN ROWAN Description - Address - LOT 6&7 ATLANTIC BEACH Specifier - City,State,Zip - Designer - RICHARD TINGLEY Customer Company - LUMBER UNLIMITED Code reports - BOCA 21-70, SBCCI 9707B,ICBG PFC-5504 Misc - Standard Load-40 PSF 110 PSF OC Spacing 24" 01 1 2 3 BO,2-1/2" 604 lbs LL 6 2-112" 151 lbs DL 604 lbs LL 151 lbs DL Total Horizontal Length-15-01-02 General Data Load Summary Version: US Imperial 1D Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 15-01-02 40 PSF 10 PSF 24" 100 Member Type: - Joist Number of Spans - 1 Hole Summary Left Cantilever - No ID Description Center Ref. Width Height Shape Right Cantilever - No 1 04-02-08 Left 12" 12" Circular Slope 0/12 2 07-05-00 Left 13" 12" Rect. OC Spacing 24" 3 10-07-08 Left 12" 12" Circular Repetitive Yes Construction Type Glued Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Live Load 40 PSF Moment 2848 ft-lbs 48.5% @ 100% 2 1 -internal Dead Load 10 PSF End Reaction 755 lbs 66.0% @ 100% 2 1 -Left Part Load 0 PSF Hole#1 Shear 381 lbs 75.8% Duration 100 Hole#2 Shear 159 lbs 58.2% Hole#3 Shear 361 lbs 71.8% Disclosure Total Deflection U1132(0.16") 21.2% 2 1 The completeness and accuracy of Live Deflection U1415(0.128") 33.9% 2 1 the input must be verified by anyone Max.Defl. 0.16"(Limit:1") 16.0% 2 1 who would rely on the output as Span/Depth 11.3 1 evidence of suitability for a particular application. The output Bearing Supports above is based upon building °!°Allow %Allow code-accepted design properties Name Type Dim. L x W Value % and analysis methods. Installation yp ( ) Support Member Material of BOISE engineered wood BO Wall/Plate 2-1/2"x 2-1/2" 755 lbs 28.4% n/a Spruce-Pine-Fir products must be in accordance B1 Wall/Plate 2-1/2"x 2-1/2" 755 lbs 28.4% n/a Spruce-Pine-Fir with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if NOTES: you have any questions,please call Design meets Code minimum(1-1240)Total load deflection criteria. (800)232-0788 before beginning Design meets User specified(U480)Live load deflection criteria. product installation. Design meets arbitrary(1")Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+ 1/2 intermediate bearing BC CALC®,8C FRAMER®, BCI®, BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAMT°", VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD@,ALLJOIST@ and 4JSTm are registered trademarks of 3oise Cascade Corporation. Page 1 of 1 0 6018E BC CALC@ 2002 DESIGN REPORT - US Monday,March 24,2003 14:41 Single 16" AJSTFile 10 20 MSR Name - OOOBASE JOB:F03 Job Name - 32590 JOHN ROWAN Description - Address - LOT 6&7 ATLANTIC BEACH Specifier - City,State,Zip - Designer - RICHARD TINGLEY Customer - Company - LUMBER UNLIMITED Code reports - BOCA 21-70, SBCCI 9707B,ICBO PFC-5504 Misc - 1 Standard Load-40 PSF i 10 PSF OC Spacing 24" DK 07-01-12 08-00-00 B0,2-1/2" B1,3-1/2" B2,2-1/2" 257 lbs LL 1605 lbs LL 764 lbs LL 21 lbs DL 516 lbs DL 248 lbs DL Total Horizontal Length-15-01-12 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 15-01-12 40 PSF 10 PSF 24" 100 Member Type: - Joist 1 Unf.Area Load Left 06-02-08 15-01-12 70 PSF 27 PSF 24" 100 Number of Spans - 2 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 1742 ft-lbs 29.6% @ 100% 5 2-Internal Slope 0/12 End Reaction 1012 lbs 88.5% @ 100% 5 2-Right OC Spacing 24" Int.Reaction 2121 lbs 72.4% @ 100% 2 2-Left Repetitive Yes Cont.Shear 1373 lbs 66.5% @ 100% 2 2-Left Construction Type Glued Uplift -109 lbs 5 1 -Left Total Deflection U2481 (0.039") 9.7% 5 2 Live Load 40 PSF Live Deflection U3246(0.03") 14.8% 5 2 Dead Load 10 PSF Total Neg.Defl. -0.014" 2.8% 5 1 Part Load 0 PSF Max.Defl. 0.039"(Limit: 1") 3.9% 5 2 Duration 100 Span/Depth 6.0 2 Disclosure Bearing Supports The completeness and accuracy of %Allow %Allow the input must be verified by anyone Name Type Dim.(L x W) Value Support Member Material who would rely on the output as BO Wall/Plate 2-112"x 2-1/2" 278 lbs 10.5% n/a Spruce-Pine-Fir evidence of suitability for a B1 Beam 3-112"x 2-1/2" 2121 lbs 26.9% n/a Versa-Lam particular application. The output B2 Wall/Plate 2-1/2"x 2-1/2" 1012 lbs 38.1% n/a Spruce-Pine-Fir above is based upon building code-accepted design properties ONS: and analysis methods. Installation Uplift CAUTIONS: of lbs found at span 1 -Left. of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. NOTES: To obtain an Installation Guide or if Design meets Code minimum(U240)Total load deflection criteria. you have any questions,please call Design meets User specified(0480)Live load deflection criteria. (800)232-0788 before beginning Design meets arbitrary(I")Maximum load deflection criteria. product installation. Entered/Displayed Horizontal Span Length(s)=Clear Span+112 min.end bearing+ 1/2 intermediate bearing BC CALCO,BC FRAMERO, BCI@, 3C RIM BOARD TM,BC OSB RIM 30ARD-,BOISE GLULAM-, VERSA-LAM@,VERSA-RIMO, VERSA-RIM PLUSO, VERSA-STRAND TM VERSA-STUDO,ALLJOISTO and %JS TM are registered trademarks of loise Cascade Corporation. 'age 1 of 1 0 BOISE' BC CALC®2002 DESIGN REPORT - US Monday,March 24,2003 14:41 Single 16" AJSTm 20 MSR Name - OOOBASE JOB: F04 Job Name - 32590 JOHN ROWAN Description - Address - LOT 6&7 ATLANTIC BEACH Specifier - City,State,Zip - Designer - RICHARD TINGLEY Customer - Company - LUMBER UNLIMITED Code reports - BOCA 21-70,SBCCI 9707B, ICBG PFC-5504 Misc - 1. Standard Load-40 PSF(10 PSF OC Spacing 24" 1:11, ffig;1NIIII111501 1 2 3 BO,2-1/2" B1,2-1/2" 827 lbs LL 827 lbs LL 207 lbs DL 207 lbs DL Total Horizontal Length-20-08-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. Member Type: - Joist S Standard Unf.Area Load Left 00-00-00 20-08-00 40 PSF 10 PSF 24" 100 Number of Spans - 1 Hole Summary Left Cantilever - No ID Description Center Ref. Width Height Shape Right Cantilever - No 1 07-05-00 Left 12" 12" Circular Slope 0/12 2 10-07-08 Left 13" 12" Rect. OC Spacing 24" 3 13-10-00 Left 12" 12" Circular Repetitive Yes Construction Type Glued Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Live Load 40 PSF Moment 5339 ft-lbs 90.9% @ 100% 2 1 -Internal Dead Load 10 PSF End Reaction 1033 lbs 90.3% @ 100% 2 1 -Left Part Load 0 PSF Hole#1 Shear 398 lbs 79.3% Duration 100 Hole#2 Shear 224 lbs 82.2% Hole#3 Shear 440 lbs 87.7% Disclosure Total Deflection U484(0.512") 49.6% 2 1 The completeness and accuracy of Live Deflection U605(0.41") 79.3% 2 1 the input must be verified by anyone Max.Defl. 0.512"(Limit: 1") 51.2% 2 1 who would rely on the output as Span/Depth 15.5 1 evidence of suitability for a particular application. The output Bearing Supports above is based upon building %Allow °I°Allow and analysis design properties Name Type Dim.(L x W) Value Support Member Material and analysis methods. Installation BO Wall/Plate 2-1/2"x 2-1/2" 1033 lbs 38.9% n/a S ruce-Pine-Fir of engineered wood B1 Wall/Plate 2-112"x 2-112" 1033 lbs 38.9% n/a Spruce-Pine-Fir prodductsucts must be in accordance P with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if NOTES: you have any questions,please call Design meets Code minimum(U240)Total load deflection criteria. (800)232-0788 before beginning Design meets User specified(U480)Live load deflection criteria. product installation. Design meets arbitrary(I")Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing BC CALC®,BC FRAMER®, BCI@, BC RIM BOARD-,BC OSB RIM BOARDTm,BOISE GLULAMTM VERSA-LAM@,VERSA-RIMO, VERSA-RIM PLUSO, VERSA-STRANDT"-, VERSA-STUD@),ALLJOIST@ and AJSTM are registered trademarks of Boise Cascade Corporation. Page 1 of 1 N BOISE" BC CALL®2002 DESIGN REPORT - US Monday,March 24,2003 14:41 Single 16" AJS TFile m 20 MSR Name - OOOBASE JOB:F05 Job Name - 32590 JOHN ROWAN Description - Address - LOT 6&7 ATLANTIC BEACH Specifier - City,State,Zip - Designer - RICHARD TINGLEY Customer - Company - LUMBER UNLIMITED Code reports - BOCA 21-70,SBCCI 97078, ICBO PFC-5504 Misc - Standard Load-40 PSF 110 PSF OC Spacing 24" 1 2 3 60,2-1/2" B1,2-1/2" 808 lbs LL 808 lbs LL 202 lbs DL 202 Ibs DL Total Horizontal Length-20-02-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 20-02-08 40 PSF 10 PSF 24" 100 Member Type: - Joist Number of Spans - 1 Hole Summary Left Cantilever - No ID Description Center Ref. Width Height Shape Right Cantilever - No 1 07-05-00 Left 12" 12" Circular Slope 0/12 2 10-07-08 Left 13" 12" Rect. OC Spacing 24" 3 13-10-00 Left 12" 12" Circular Repetitive Yes Construction Type Glued Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Live Load 40 PSF Moment 5105 ft-lbs 86.9% @ 100% 2 1 -Internal Dead Load 10 PSF End Reaction 1010 lbs 88.3% @ 100% 2 1 -Left Part Load 0 PSF Hole#1 Shear 378 lbs 75.2% Duration 100 Hole#2 Shear 234 lbs 85.7% Hole#3 Shear 453lbs 90.3% Disclosure Total Deflection U515(0.471") 46.6% 2 1 The completeness and accuracy of Live Deflection U643(0.377") 74.5% 2 1 the input must be verified by anyone Max.Defl. 0.471"(Limit: 1") 47.1% 2 1 who would rely on the output as Span/Depth 15.2 1 evidence of suitability for a particular application. The output Bearing Supports above is based upon building %Allow %Allow code-accepted design properties Name Type Dim.(L x W) Value Support Member Material and analysis methods. Installation BO Wall/Plate 2-1/2"x 2-1/2" 1010lbs 38.0% n/a Spruce-Pine-Fir of BOISE engineered wood products must be in accordance B1 Wail/Plate 2-1/2"x 2-1/2" 1010lbs 38.0% n/a Spruce-Pine-Fir with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if NOTES: you have any questions,please call Design meets Code minimum(0240)Total load deflection criteria. (800)232-0788 before beginning Design meets User specified(U480)Live load deflection criteria. product installation. Design meets arbitrary(1")Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing BC CALC@,BC FRAMER@, BCI®, BC RIM BOARD TM,BC OSB RIM BOARDTM',BOISE GLULAMTM', VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND TM VERSA-STUD@,ALLJOIST@ and AJ STM are registered trademarks of Boise Cascade Corporation. Page 1 of 1 ■ BOISE' BC CALC@ 2002 DESIGN REPORT - US Monday,March 24,2003 14:41 File Single 16" AJSTm 20 MSR Name - OOOBASE JOB:F06 Job Name - 32590 JOHN ROWAN Description - Address - LOT 6&7 ATLANTIC BEACH Specifier - City,State,Zip - Designer - RICHARD TINGLEY Customer - Company - LUMBER UNLIMITED Code reports - BOCA 21-70,SBCCI 9707B, ICBO PFC-5504 Misc - Standard Load4()PSF 110 PSF OC Spacing 24' 1 2 3 BO,2-1/2" 61,2-1/2" 718 lbs LL 718 lbs LL 180 lbs DL 180 lbs DL Total Horizontal Length-17-11-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 17-11-08 40 PSF 10 PSF 24" 100 Member Type: - Joist Number of Spans - 1 Hole Summary Left Cantilever - No ID Description Center Ref. Width Height Shape Right Cantilever - No 1 04-02-08 Left 11" 11" Circular Slope 0112 2 07-05-00 Left 13" 11" Rect. OC Spacing 24" 3 10-07-08 Left 11" 11" Circular Repetitive Yes Construction Type Glued Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Live Load 40 PSF Moment 4031 ft-lbs 68.6% @ 100% 2 1 -Internal Dead Load 10 PSF End Reaction 898 lbs 78.5% @ 100% 2 1 -Left Part Load 0 PSF Hole#1 Shear 517 lbs 84.4% Duration 100 Hale#2 Shear 279 lbs 87.8% Hole#3 Shear 284 lbs 46.5% Disclosure Total Deflection U712(0.303") 33.7% 2 1 The completeness and accuracy of Live Deflection U890(0.242") 53.9% 2 1 the input must be verified by anyone Max. Defl. 0.303"(Limit: 1"} 30.3% 2 1 who would rely on the output as Span/Depth 13.5 1 evidence of suitability for a particular application. The output Bearing Supports above is based upon building %Allow %Allow code-accepted design properties Name Type Dim.(L x W) Value Support Member Material and analysis methods. Installation BO Wall/Plate 2-1/2"x 2-1/2" 898 lbs 33.8% n/a Spruce-Pine-Fir of BOISE engineered wood o products must be in accordance B1 Wall/Plate 2-1/2"x 2-1/2" 898lbs 33.8/o n/a Spruce-Pine-Fir with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if NOTES: you have any questions,please call Design meets Code minimum(U240)Total load deflection criteria. (800)232-0788 before beginning Design meets User specified(U480)Live load deflection criteria. product installation. Design meets arbitrary(1")Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing BC CALC®,BC FRAMER®, BCI®, BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAM-, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRANDT"' VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 W BOISE' BC CALC@ 2002 DESIGN REPORT - US Monday,March 24,2003 14:41 File Single 16" AJSTm 20 MSR Name - OOOBASE JOB:F07 Job Name - 32590 JOHN ROWAN Description - Address - LOT 6&7 ATLANTIC BEACH Specifier - City,State,Zip - Designer - RICHARD TINGLEY Customer - Company - LUMBER UNLIMITED Code reports - BOCA 21-70,SBCCI 97076,ICBO PFC-5504 Misc - Standard Load-40 PSF 110 PSF OC Spacing 24' 1 2 3 an B0,2-1/2" B1,2-1/2" 693 lbs LL 693 lbs LL 173 lbs DL 173 lbs DL Total Horizontal Length-17-04-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 17-04-00 40 PSF 10 PSF 24" 100 Member Type: - Joist Number of Spans - 1 Hole Summary Left Cantilever - No ID Description Center Ref. Width Height Shape Right Cantilever - No 1 04-02-08 Left 12" 12" Circular Slope 0/12 2 07-05-00 Left 13" 12" Rect. OC Spacing 24" 3 10-07-08 Left 12" 12" Circular Repetitive Yes Construction Type Glued Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Live Load 40 PSF Moment 3756 ft-lbs 63.9% @ 100% 2 1 -Internal Dead Load 10 PSF End Reaction 867 lbs 75.8% 0_100% 2 1 -Left Part Load 0 PSF Hole#1 Shear 487 lbs 96.9% Duration 100 Hole#2 Shear 252 ibs 92.3% Hole#3 Shear 300 lbs 59.7% Disclosure Total Deflection U783(0.265") 30.6% 2 1 The completeness and accuracy of Live Deflection U979(0.212") 49.0% 2 1 the input must be verged by anyone Max.Defl. 0.265"(Limit: 1") 26.5% 2 1 who would rely on the output as Span/Depth 13.0 1 evidence of suitability for a particular application. The output Bearing Supports above is based upon building %Allow %Allow code-accepted design properties Name Type Dim.(L x W) Value Support Member Material and analysis methods. Installation BO Wail/Plate 2-1/2"x 2-1/2" 867 lbs 32.6% n/a Spruce-Pine-Fir of BOISE engineered wood B1 Wali/Plate 2-1/2"x 2-1/2" 867 lbs 32.6% n/a Spruce-Pine-Fir products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if NOTES: you have any questions,please call Design meets Code minimum(U240)Total load deflection criteria. (800)232-0788 before beginning Design meets User specified(U480)Live load deflection criteria. product installation. Design meets arbitrary(1")Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing BC CALC®,BC FRAMER@, BCI@, BC RIM BOARD TM,BC OSB RIM BOARD-,BOISE GLULAM-, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND"", VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 n BOISE' BC CALC®2002 DESIGN REPORT - US Monday,March 24,2003 14:41 File Single 16" AJS'm 20 MSR Name - OOOBASE JOB:F08 Job Name - 32590 JOHN ROWAN Description - Address - LOT 6&7 ATLANTIC BEACH Specifier - City,State,Zip - Designer - RICHARD TINGLEY Customer - Company - LUMBER UNLIMITED Code reports - BOCA 21-70,SBCCI 9707B, ICBO PFC-5504 Misc - Standard Load-40 PSF 1.10 PSF OC Spacing 24" i 2 3 60,2-1/2" B1,2-1/2" 637 lbs LL 637 lbs LL 159 lbs DL 159 lbs DL Total Horizontal Length-15-11-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 15-11-00 40 PSF 10 PSF 24" 100 Member Type: - Joist Number of Spans - 1 Hole Summary Left Cantilever - No ID Description Center Ref. Width Height Shape Right Cantilever - No 1 04-02-08 Left 12" 12" Circular Slope 0/12 2 07-05-00 Left 13" 12" Rect. OC Spacing 24" 3 10-07-08 Left 12" 12" Circular Repetitive Yes Construction Type Glued Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Live Load 40 PSF Moment 3167 ft-lbs 53.9% @ 100% 2 1 -Internal Dead Load 10 PSF End Reaction 796 lbs 69.6% @ 100% 2 1 -Right Part Load 0 PSF Hole#1 Shear 420 lbs 83.5% Duration 100 Hole#2 Shear 192 lbs 70.5% Hole#3 Shear 337 lbs 67.1% Disclosure Total Deflection 0984(0.194") 24.4% 2 1 The completeness and accuracy of Live Deflection U1230(0.155") 39.0% 2 1 the input must be verified by anyone Max.Defl. 0.194"(Limit: 1") 19.4% 2 1 who would rely on the output as Span/Depth 11.9 1 evidence of suitability for a particular application. The output Bearing Supports above is based upon building %Allow %Allow code-accepted design properties Name Type Dim.(L x W) Value Support Member Material and analysis methods. Installation BO Wall/Plate 2-1/2"x 2-1/2" 796 lbs 30.0% n/a Spruce-Pine-Fir of BOISE engineered wood products must be in accordance 61 Wall/Plate 2-1/2"x 2-1/2" 796 lbs 30.0% nIa Spruce-Pine-Fir with the current Installation Guide and the applicable building codes. To obtain an installation.Guide or if NOTES: you have any questions,please call Design meets Code minimum(U240)Total load deflection criteria. (800)232-0788 before beginning Design meets User specified(U480)Live load deflection criteria. product installation. Design meets arbitrary(1")Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+112 intermediate bearing BC CALCO,BC FRAMERO, BCI@, BC RIM BOARD-,BC OSB RIM BOARDTm,BOISE GLULAMTm, VERSA-LAMO,VERSA-RIM(E), VERSA-RIM PLUS&, VERSA-STRAND-, VERSA-STUD@,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 N BOISE' BC CALC@ 2002 DESIGN REPORT - US Monday,March 24,2003 14:41 File Single 16" AJS TM 20 MSR Name - OOOBASE JOB:F09 Job Name - 32590 JOHN ROWAN Description - Address - LOT 6&7 ATLANTIC BEACH Specifier - City,State,Zip - Designer - RICHARD TINGLEY Customer - Company - LUMBER UNLIMITED Code reports - BOCA 21-70,SBCCI 97078,ICBO PFC-5504 Misc - Standard Load-40 PSF 1 10 PSF OC Spacing 24" 1 2 3 B0,2-1/2" B1,2-1/2" 604 lbs LL 604 lbs LL 151 lbs DL 151 lbs DL Total Horizontal Length-15-01-02 General Data Load Summary Version: US Imperial 1D Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 15-01-02 40 PSF 10 PSF 24" 100 Member Type: - Joist Number of Spans - 1 Hole Summary Left Cantilever - No ID Description Center Ref. Width Height Shape Right Cantilever - No 1 04-02-08 Left 12" 12" Circular Slope 0/12 2 07-05-00 Left 13" 12" Rect. OC Spacing 24" 3 10-07-08 Left 12" 12" Circular Repetitive Yes Construction Type Glued Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Live Load 40 PSF Moment 2848 ft-lbs 48.5% @ 100% 2 1 -Internal Dead Load 10 PSF End Reaction 755 lbs 66.0% @ 100% 2 1 -Left Part Load 0 PSF Hole#1 Shear 381 lbs 75.8% Duration 100 Hole#2 Shear 159 lbs 58.2% Hole#3 Shear 361 lbs 71.8% Disclosure Total Deflection U1132(0.16") 21.2% 2 1 The completeness and accuracy of Live Deflection U1415(0.128") 33.9% 2 1 the input must be verified by anyone Max.Defl. 0.16"(Limit: 1") 16.0% 2 1 who would rely on the output as Span/Depth 11.3 1 evidence of suitability for a particular application. The output Bearing Supports above is based upon building %Allow %Allow code-accepted design properties Name Type Dim.(L x W) Value Support Member Material and analysis methods. Installation BO Wall/Plate 2-1/2"x 2-1/2" 755 lbs 28.4% n/a Spruce-Pine-Fir of BOISE engineered wood products must be in accordance B1 Wali/Plate 2-1/2"x 2-1/2" 755 lbs 28.4% n)a Spruce-Pine-Fir with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if NOTES: you have any questions,please call Design meets Code minimum(1-1240)Total load deflection criteria. (800)232-0788 before beginning Design meets User specified(U480)Live load deflection criteria. product installation. Design meets arbitrary(1")Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing BC CALC®,BC FRAMER@, BCI@, BC RIM BOARD-, BC OSB RIM BOARD Tm,BOISE GLULAM-, VERSA-LAME),VERSA-RIME), VERSA-RIM PLUS®, VERSA-STRAND Tm, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 ■ N B ISE BC CALL®2002 DESIGN REPORT - US Monday,March 24,2003 14:41 Single 16" AJST'" 20 MSR File Name - OOOBASE JOB: F10 Job Name - 32590 JOHN ROWAN Description - Address - LOT 6&7 ATLANTIC BEACH Specifier - City,State,Zip - Designer - RICHARD TINGLEY Customer - Company - LUMBER UNLIMITED Code reports - BOCA 21-70,SBCCI 97076, ICBO PFC-5504 Misc - 1 tandard Load-40 PSF 110 PSF OC Spacing 24" 4EMEMEM RMEMM 07-11-12 07-02-00 B0,2-1/2" B1,3-1/2" B2,2-1/2- 277 lbs LL 924 lbs LL 597 lbs LL 53 lbs DL 253 lbs OL 184 lbs DL Total Horizontal Length-15-01-12 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 15-01-12 40 PSF 10 PSF 24" 100 Member Type: - Joist 1 Unf.Area Load Left 11-08-00 15-01-12 70 PSF 27 PSF 24" 100 Number of Spans - 2 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 1038 ft-lbs 17.7% @ 100% 5 2-internal Slope 0/12 End Reaction 781 lbs 68.3% @ 100% 5 2-Right OC Spacing 24" Int.Reaction 1178 lbs 40.2% @ 100% 2 2-Left Repetitive Yes Cont.Shear 657 lbs 31.8% @ 100% 2 2-Left Construction Type Glued Total Deflection U4332(0.02") 5.5% 5 2 Live Deflection U5476(0.016") 8.8% 5 2 Live Load 40 PSF Total Neg.Defl. -0.006" 1.3% 5 1 Dead Load 10 PSF Max.Defl. 0.02"(Limit: 1") 2.0% 5 2 Part Load 0 PSF Span/Depth 6.0 1 Duration 100 Bearing Supports Disclosure %Allow %Allow The completeness and accuracy of Name Type Dim.(L x W) Value Support Member Material the input must be verified by anyone BO Wall/Plate 2-1/2"x 2-1/2" 330 lbs 12.4% n/a Spruce-Pine-Fir who would rely on the output as B1 Beam 3-1/2"x 2-1/2" 1178 lbs 15.0% n/a Versa-Lam evidence of suitability for a B2 Wall/Plate 2-1/2"x 2-1/2" 781 lbs 29.4% n/a Spruce-Pine-Fir particular application. The output above is based upon building code-accepted design properties NOTES: and analysis methods. Installation of BOISE engineered wood Design meets Code minimum(1-/240)Total load deflection criteria. products must be in accordance Design meets User specified(U480)Live load deflection criteria. with the current Installation Guide Design meets arbitrary(1")Maximum load deflection criteria. and the applicable building codes. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+ 1/2 intermediate bearing To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC@,BC FRAMER@, BCI®, BC RIM BOARD-,BC OSB RIM BOARDTm,BOISE GLULAMTm, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND-, VERSA-STUD@,ALLJOiST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 0 BOISE' BC CALC@ 2002 DESIGN REPORT - US Monday,March 24,2003 14:41 File Single 16" AJS111 20 MSR Name - OOOBASE JOB:F11 Job Name - 32590 JOHN ROWAN Description - Address - LOT 6&7 ATLANTIC BEACH Specifier - City,State,Zip - Designer - RICHARD TINGLEY Customer - Company - LUMBER UNLIMITED Code reports - BOCA 21-70,SBCCI 97076,ICBO PFC-5504 Misc - Standard Load-40 PSF 1 10 PSF OC Spacing 24" 130,1-3/4" B1, 1-3/4" 140 Ibs LL 140 lbs LL 35 lbs DL 35 lbs DL Total Horizontal Length-03-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 03-06-00 40 PSF 10 PSF 24" 100 Member Type: - Joist Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 153 ft4bs 2.6% @ 100% 2 1 -Internal End Reaction 175 lbs 15.3% @ 100% 2 1 -Left Slope 0/12 Total Deflection U20917(0.002") 1.1% 2 1 OC Spacing 24" Live Deflection U21708(0.002") 2.2% 2 1 Repetitive Yes Max.Defl. 0.002"(Limit:1") 0.2% 2 1 Construction Type Glued Span/Depth 2.6 1 Live Load 40 PSF Dead Load 10 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U240)Total load deflection criteria. Duration 100 Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure Minimum bearing length for BO is 1-3/4". The completeness and accuracy of Minimum bearing length for B1 is 1-3/4". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+112 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC@),BC FRAMERO, BCIO, BC RIM BOARD-,BC OSB RIM BOARDTM,BOISE GLULAMrm, VERSA-LAM@,VERSA-RIM@), VERSA-RIM PLUS@, VERSA-STRAND-, VERSA-STUD@,ALLJOIST@ and AJSTM are registered trademarks of Boise Cascade Corporation. Page 1 of 1 B0111F BC CALC@ 2002 DESIGN REPORT - US Monday, March 24,2003 14:41 File Single 16" AJSTm 20 MSR Name - OOOBASE JOB: F12 Job Name - 32590 JOHN ROWAN Description - Address - LOT 6&7 ATLANTIC BEACH Specifier - City,State,Zip - Designer - RICHARD TINGLEY Customer - Company - LUMBER UNLIMITED Code reports - BOCA 21-70,SBCCI 9707B,ICBO PFC-5504 Misc - Standard Load-40 PSF 110 PSF OC Spacing 24" 03-03-12 03-04-04 80,1-3/4" B1,3-1/2" B2,1-3/4" 116 lbs LL 333 lbs LL 117 lbs LL 25 lbs DL 83 lbs DL 25 lbs DL Total Horizontal Length-06-08-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OGS Dur. S Standard Unf.Area Load Left 00-00-00 06-08-00 40 PSF 10 PSF 24" 100 Member Type: - Joist Number of Spans - 2 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 139 ft-lbs 2.4% @ 100% 2 1 -Right End Reaction 143 lbs 12.5% @ 100% 5 2-Right Slope 0/12 Int.Reaction 417 lbs 14.2% @ 100% 2 2-Left OC Spacing 24" Cont.Shear 209 lbs 10.1% @ 100% 2 2-Left Repetitive Yes Total Deflection U31269(0.001") 0.8% 5 2 Construction Type Glued Live Deflection U31932(0.001") 1.5% 5 2 Total Neg.Defl. -0" Live Load 40 PSF Max.Defl. 0.001"(Limit:1") 0.1% 5 2 Dead Load 10 PSF Span/Depth 2.5 2 Part Load 0 PSF Duration 100 NOTES: Disclosure Design meets Code minimum(U240)Total load deflection criteria. The completeness and accuracy of Design meets User specified(0480)Live load deflection criteria. the input must be verified by anyone Design meets arbitrary(1")Maximum load deflection criteria. who would rely on the output as Minimum bearing length for BO is 1-3/4". evidence of suitability for a Minimum bearing length for B1 is 3-1/2". particular application. The output Minimum bearing length for B2 is 1-3/4". above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes.. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO,BC FRAMER@, BCI@, BC RIM BOARD Tm,BC OSB RIM BOARD TM,BOISE GLULAMM VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND TM, VERSA-STUD@,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 0 BOISE BC CALC@ 2002 DESIGN REPORT - US Monday, March 24,2003 14:41 File Single 16" AJSTm 20 MSR Name - OOOBASE JOB:F13 Job Name - 32590 JOHN ROWAN Description - Address - LOT 6&7 ATLANTIC BEACH Specifier - City,State,Zip - Designer - RICHARD TINGLEY Customer - Company - LUMBER UNLIMITED Code reports - BOCA 21-70,SBCCI 97078,ICBO PFC-5504 Misc - Standard Load-10 PSF'j 10 PSF OC Spacing 24" BO, 1-3/4" B1, 1-3/4- 138 lbs LL 138 lbs LL 35 lbs DL 35 lbs DL Total Horizontal Length-03-05-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 03-05-08 40 PSF 10 PSF 24" 100 Member Type: - Joist Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 150 ft lbs 2.5% @ 100% 2 1 -Internal End Reaction 173 lbs 15.1% @ 100% 2 1 -Right Slope 0/12 Total Deflection U21263(0.002") 1.1% 2 1 OC Spacing 24" Live Deflection U22051 (0.002") 2.2% 2 1 Repetitive Yes Max.Defl. 0.002"(Limit:1") 0.2% 2 1 Construction Type Glued Span/Depth 2.6 1 Live Load 40 PSF Dead Load 10 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U240)Total load deflection criteria. Duration 100 Design meets User specified(0480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure Minimum bearing length for BO is 1-3/4". The completeness and accuracy of Minimum bearing length for B1 is 1-3/4". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER@, BCI@, BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAM-, VERSA-LAM®,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND-, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 431 Octar- LV6 nv JOB:32DWA JOHN ROWAN LOC:LOT 6/1 ATLANTIC BEACH PLAN:UIITHERSPOON RESID DESIGNER: RICHARD TMLEY ENGINEER OF RECORD TO REVIEW ALL BEAM AND TRUSS ENGMEERNG AND SIZE FADERS,COLUMNS AND CAPS WHERE NECESSARr.TRUSS FABRIC WILL NOT BE RESPONSIBLE FOR REPAIRS RESULTING FROM TRUSS OR BI-I-3 BEAM BEING INADEQUATELY SUPPORTEf BM-I 3-1.15"X 16"LVL.21' B1"I-2 2415"X 16'LVL M' 61-3 2-1.15"X 16'LVL 6' r � e r � Fb HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTFRWISE FLOOR JOIST MIT316 ert- r' Fa F9 Fifa r a n — F5 03 r F2 s+ L FI y T � Oaf no�p4 g� a r,%O*T% OV a ��t 6s"�`vrtto f `Oa� ir or.aL'j5 bt•{O�wo C'iL G�upfittMlL imfOta LMr� t � Of�tOdM1nd iMN��9t 0 ttdt�,rtoa_d;,,aari9 ot'�;;L,o� y�r c t3a��oi tta 0c, b14J FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 3150 Lot 6 & 7 Atlantic Beach Builder: John Rowan Address: Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North I. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:22.2 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 12.05 4. Number of Bedrooms 4 - b. Central Unit Cap:40.5 kBtu/hr 5. Is this a worst case? No _ SEER: 12.1. 6. Conditioned floor area(ft2) 3150 ft2 c. N/A 7. Glass area&type _ a. Clear-single pane 0.0 ft' _ 13. Heating systems b Clear-double pane 441.8 ft2 _ a. Electric Heat Pump Cap:22.2 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 R2 _ HSPF:7.70 d. Tint/other SHGC-double pane 0.0 112 b. Electric Heat Pump Cap:40.5 kBtu/hr 8. Floor types _ HSPF:7.60 a, Slab-On-Grade Edge Insulation R=0.0, 170.0(p)ft c. N/A b. Raised Wood,Adjacent R-19,0, 1034.0ft' _ c. N/A 14. Hot water systems 9. Wall types n. Elmoc Rcsistance Cap:66.0 gallons a. Frame,Wood,Exterior R=19.U, 1908.0 ft2 EF:0.86 b. Frame,Wood,Adjacent R=11.0,464.0 112 b. N/A c. Concrete,Int Insul,Exterior R=5.0,896.0 112 d, N/A c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a, Under Attic R=30.0,2188.0 ft2 _ 15. HVAC credits b. Under Attic R=19.0,25.0 ft2 ` (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Une. AH:Garage Sup.R=6.0, 1.0 ft ` MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as-guilt Points: 40291 PASS base points: 44590 I hereby certify that the plans and specifications covered [Review of the plans and 'fREsT by this calculation are in specifications covered by this aQ 9TH Energy Code, _�/ calculation indicates compliance yyy'� �'� PREPARED �Y: with the Florida Energy Code. ' JAN 2 Before construction is completed DATE: _ 1 2003 Kenneth Y this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energy Code. Florida Statutes. 0 O OWNER/AGENT: BUILDING OFFICIAL: r DATE: DATE: EnergyGau9c.0(VFrsior,: FORM 600A-2001 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 3150.0 20.04 11362.7 Double,Clear N 10.7 6.7 81.6 19.22 0.65 1012.2 Double,Clear W 17.0 6.7 40.8 36.99 0.38 578.7 Double,Clear N 1.3 5.0 14.0 19.22 0.93 250.5 Double,Clear E 1.3 2.0 24.0 40.22 0.63 608.8 Double,Clear E 1.3 5.0 30.0 40.22 0.90 1087.0 Double,Clear S 8.7 6.7 27.2 34.50 0.49 456.3 Double,Clear N 1.3 5.0 28.0 19.22 0.93 501.0 Double,Clear E 1.3 5.0 28.0 40.22 0.90 1014.5 Double,Clear E 1.3 4.3 26.4 40.22 0.87 922.2 Double,Clear E 1.3 5.0 20.0 40.22 0.90 724.6 Double,Clear S 1.3 5.0 30.0 34.50 0.84 867.6 Double,Clear S 6.3 5.0 30.0 34.50 0.49 505.5 Double,Clear S 6.3 6.7 20.4 34.50 0.53 371.4 Double,Clear W 1.3 4.3 26.4 36.99 0.87 849.0 Double,Clear W 1.3 5.0 15.0 36.99 0.90 500.1 As-Built Total: 441.8 10249.3 W4,LL'T'YPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjpcent 464.0 0.70 324.8 Frame,Wood,Exterior 19.0 1908.0 0.90 1717.2 Exterior 2804.0 1.70 4766.8 Frame,Wood,Adjacent 11.0 464.0 0.70 324.8 Concrete,Int Insul,Exterior 5.0 896.0 1.00 896.0 Base Total: 3268.0 5091.6 As-Built Total: 3268.0 2938.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.7 Adjacent Wood 19.0 2.40 45.7 Exterior 40.8 6.10 248.9 Exterior Wood 40.8 6.10 248.9 Base Total: 59.8 294.6 As-Built Total: $9.8 294.6 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2093.0 1.73 3620.9 Under Attic 30.0 2188.0 1.73 X 1.00 37L5.2 Under Attic 19.0 25.0 2.34 X 1.00 58.5 Base Total: 2093.0 3620.9 As-Built Total: 2213.0 3843.7 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 170.0(p) -37.0 -6290.0 Slab-On-Grade Edge Insulation 0.0 170.0(p -41.20 -7004.0 Raised 1034.0 -3.99 -4125.7 Raised Wood,Adjacent 19.0 1034.0 0.40 413.6 Base Total: -10415.7 1 As-Built Total: 1204.0 -6590.4 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB x/3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 3150.0 10.21 32161.5 3150.0 10.21 32161.5 Summer Base Points: 42115.6 Summer As-Built Points: 42896.7 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 42896.7 0.354 (1.090 x 1.147 x 1.00) 0.283 1.000 5378.3 42896.7 0.646(1.00 x 1.147 x 1.00 0.281 1.000 9731.1 42115.6 0.4266 17966.5 42896.7 1.00 1.250 0.282 1.000 15109.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER 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= Point .18 3150.0 12.74 7223.6 Double,Clear N 10.7 6.7 81.6 14.30 1.02 1194.4 Double,Clear W 17.0 6.7 40.8 10.77 1.23 541.9 Double,Clear N 1.3 5.0 14.0 14.30 1.00 200.8 Double,Clear E 1.3 2.0 24.0 9.09 1.18 257.9 Double,Clear E 1.3 5.0 30.0 9.09 1.04 283.5 Double,Clear S 8.7 6.7 27.2 4.03 3.12 342.5 Double,Clear N 1.3 5.0 28.0 14.30 1.00 401.6 Double,Clear E 1.3 5.0 28.0 9.09 1.04 264.6 Double,Clear E 1.3 4.3 26.4 9.09 1.05 252.6 Double,Clear E 1.3 5.0 20.0 9.09 1.04 189.0 Double,Clear S 1.3 5.0 30.0 4.03 1.14 137.6 Double,Clear S 6.3 5.0 30.0 4.03 3.10 374.8 Double,Clear S 6.3 6.7 20.4 4.03 2.65 217.9 Double,Clear W 1.3 4.3 26.4 10.77 1.04 294.6 Double,Clear W 1.3 5.0 15.0 10.77 1.03 165.8 As-Built Total: 441.8 5119.6 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adj;cent 464.0 3.60 1670.4 Frame,Wood,Exterior 19.0 1908.0 2.20 4197.6 Extqrior 2804.0 3.70 10374.8 Frame,Wood,Adjacent 11.0 464.0 3.60 1670.4 Concrete,Int Insul,Exterior 5.0 896.0 5.70 5107.2 Base Total: 3268.0 12046.2 As-Built Total: 3268.0 10976.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 219.0 Adjacent Wood 19.0 11.50 219.0 Exterior 40.8 12.30 501.8 Exterior Wood 40.8 12.30 501.8 Base Total: 59.8 720.8 As-Built Total: 69.8 720.8 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM X WCM = Poirts Under Attic 2093.0 2.05 4290.6 Under Attic 30.0 2188.0 2.05 X 1.00 4485.4 Under Attic 19.0 25.0 2.70 X 1.00 67.5 Base Total: 2093.0 4290.6 As-Built Total: 2213.0 4552.9 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 170.0(p) 8.9 1513.0 Slab-On-Grade Edge Insulation 0.0 170.0(p 18.80 3196.0 Raised 1034.0 0.96 992.6 Raised Wood,Adjacent 19.0 1034.0 2.20 2274.8 Base Total: 2505.6 As-Built Total: 1204.0 6470.8 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , . PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 3150.0 -0.59 -1858.5 3150.0 -0.59 -1858.5 Winter Base Points: 24927.4 Winter As-Built Points: 24980.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier .Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 24980.8 0.354 (1.069 x 1.169 x 1.00) 0.443 1.000 4894.9 24980.8 0.646(1.00 x 1.169 x 1.00) 0.449 1.000 9047.5 24927.4 0.6274 15639.4 24980.8 1.00 1.250 0.447 1.000 13941.9 EnergyGaugeT"DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB X13.2 FORM 60OA-2001 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 4 2746.00 10984.0 66.0 0.86 4 1.00 2809.86 1.00 11239.4 As-Built Total: 11239.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water - Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 17967 15639 10984 44590 15109 13942 11239 40291 PASS OITRE S 4, � i O,c �zea Er IIIA If * R OD WB EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 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. 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 wail 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>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier Is installed that Is sealed to the perimeter,penetrationp 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; 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. MWti-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. ._.____--------_ Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, I have combustion air. 64-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. C314PONENTS SECTION REQUIREMENTS CHECK Wpter Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit i breaker(electnc)or cutoff as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-coihmercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallonsep r minute at 80 PSIGv_�__ 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. HVAC Controls 607.1 Seporate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.6 The higher the score,the more efficient the home. 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:22.2 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 12.05 4. Number of Bedrooms 4 _ b. Central Unit Cap:40.5 kBtu/hr 5. Is this a worst case? No _ SEER: 12.15 6. Conditioned floor area(112) 3150 ft2 c. N/A 7. Glass area&type _ -- a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 441.8 ft2 a. Electric Heat Pump Cap:22.2 kB1u/hr c, Tint/other SHGC-single pane 0.0 ft2 _ HSPF•7.70 d,Tint/other SHGC-double pane 0.0 ft2 b. Electric Heat Pump Cap.40.5 kBtu/hr 8. Floor types _ HSPF:7.60 _. a. Slab-0n-Grade Edge Insulation R=0.0, 170.0(p)ft _ c. N/A b. Raised Wood,Adjacent R=19.0, 1034.02 _ _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:66.0 gallons _ a. Frame,Wood,Exterior R=19.0, 1908.0 112 _ EF:0.86 _ b. Frame,Wood,Adjacent R=11.0,464.0 ft2 _ b.N/A _ c, Concrete,Int Insul,Exterior R-5.0,896 0 ft' d,N/A _ c. Conservation credits _ e, N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a, Under Attic R=30.0,2188.0 112 _ 15. HVAC credits _ b, Under Attic R=19.0,25.0 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, 1.0 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) 01 JOE srA in this home before final inspection, Otherwise, a new EPL Display Card will be completed ~ z oc based on installed Code compliant features. „�'� .;k`•i`=;r° �o Builder Signature: Date: 0 , '- a Address of New Home: City/FL Zip: _ �eo0 WF' *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergySlar 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 3211638-1492 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: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Downstairs Air Engineers Job: 3150 4-22-04 10947 Beach Blvd,Jacksonville,FI 32246 Phone:904-641-2333 Fax:904-646-9037 Email:Kenneth.Moody@serviceexperts.com Pmiect Information For: John Rowan Notes: Lot 6 & 7 Atlantic Beach D- Information : Weather: Jacksonville, Cecil Field NAS, FL , US Winter Design Conditions Summer Design Conditions Outside db 34 OF Outside db 95 OF Inside db 70 OF Inside db 75 OF Design TD 36 OF Design TD 20 OF Daily range M Relative humidity 50 % Moisture difference 40 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 27581 Btuh Structure 15190 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 27581 Btuh Use mfg, data n Rate/swing multiplier 1.00 Infiltration Total sens. equip. load 15190 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 Internal gains 920 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 2750 Btuh Area (ft2) 1058 1058 Total latent equip. load 3670 Btuh Volume (fP) 8464 8464 Air changes/hour 1.60 0.71 Total equipment load 18859 Btuh Equiv.AVF (cfm) 227 101 Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade Value 12 Trade Value 12 12HPB24-4P,6P,7P,8P 12HPB24-4P,6P,7P,8P CB29M-21/26-1 P Efficiency 7.7 HSPF Efficiency 12.0 SEER Heating input Sensible cooling 15540 Btuh Heating output 24400 Btuh @ 47°F Latent cooling 6660 Btuh Heating temp rise 30 OF Total cooling 22200 Btuh Actual heating fan 740 cfm Actual cooling fan 740 cfm Heating air flow factor 0.027 cfm/Btuh Cooling air flow factor 0.049 cfm/Btuh Space thermostat Load sensible heat ratio 81 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. �r+ WriC„J.. II-ItSofC Right-Suite ResidentialTM 5.0.66 RSR30115 2003-Apr-22 13:52:49 Jfii E:\k ns info\2002 ENERGY\rowaM3150 Lot 6&7 Atlantic Beach.rsr Page 1 AL RIGHT-J CALCULATION PROCEDURES A, B, C, D Downstairs Air Engineers Job:3150 4-22-04 10947 Beach Blvd,Jacksonville,FI 32246 Phone:904-641-2333 Fax:904.646.9037 Email:Kenneth.MoodyCserviceexperts.corn Procedure A -Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 1.60 ach x 8464 ft3 x 0.0167 = 227 cfm 2. Winter infiltration load 1.1 x227 cfm x 36 *F Winter TD = 8983 Btuh 3. Winter infiltration HTM 8983 Btuh / 277 ftz Total window = 32.4 Btuh/ft' and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.71 ach x 8464 ft3 x 0.0167 = 101 cfm 2. Summer infiltration load 1.1 X101 cfm x 20 °F Summer TD = 2218 Btuh 3. Summer infiltration HTM 2218 Btuh / 277 ftz Total window = 8.0 Btuh/ftz and door area Procedure C - Latent Infiltration Gain 0.68 x40 gr/Ib moist.diff. x 101 cfm = 2750 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 0 cfm vent. x 20 °F Summer TD = 0 Btuh Sensible load for structure(Line 19) + 15190 Btuh Sum of ventilation and structure loads = 15190 Btuh Rating and temperature swing multiplier x 1.00 Equipment sizing load-sensible = 15190 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 0 cfm vent. x 40 gr/Ib moist.diff. = 0 Btuh Internal loads = 230 Btuh x 4 people + 920 Btuh Infiltration load from Procedure C + 2750 Btuh Equipment sizing load-latent = 3670 Btuh *Construction Quality is: a No. of Fireplaces is: 1 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightSoft Right-Suite ResidentialTM 5.0.66 RSR30115 2003-Apr-22 13:52:49 E:\kens info\2002 ENERGY\rowan\3150 Lot 6&7 Atlantic Beach.rsr Page 1 RIGHT-J WORKSHEET Downstairs Air Engineers Job:3150 4-22-04 10947 Beach Blvd,Jacksonville,FI 32246 Phone:904-641-2333 Fax:904-646-9037 Email:Kenneth.Moody@serviceexperts.com MANUAL J:7th Ed. 1 Name of room Downstairsdown stairs 2 Length of exposed wall 170.0 ft 170.0 ft 3 Room dimensions 1058 x 1.0 ft 4 Ceiings Condit.Option 8.0 ft p n 8.0 ft heat/cool TYPE OF CST HTM Area Load(Btuh) Area Load(Btuh) Area Area EXPOSURE NO. Htg Cig (ft') Htg I Cig (ft') Htg I Clg Htg Cig Htg Cig 5 Gross a 12H 2.2 1.4 0 ""` "" 0 Exposed b 13C 0.9 1.4 464 "" "" 464 walls and c 14B 5.2 2.3 896 ""` •"' 896 partitions d 0.0 0.0 0 "•• "" 0 "•• "" �y�� "" e 0.0 0.0 0 .... .... 0 .... .... .".. f 0.0 0.0 0 .... .... 0 .... .... .... .... .... .... 6 Windows anda 3C 26.1 218 5679 '•" 218 5679 glass doors b 3C 26.1 " 0 0 0 0 Heating c 0.0 •' 0 0 0 0 d 0.0 0 0 ""' 0 0 "" e 0.0 `• 0 0 "" 0 0 .... 7 Windows and North 23.0 218 "" 5005 218 "" 5005 glass doors NE/NW 0.0 0 •"• 0 0 0 Cooling ENV 0.0 0 """ 0 0 0 SE/SW 0.0 0 `"` 0 0 "" 0 South 0.0 0 "" 0 0 "" 0 "" "'• Horz 0.0 0 0 0 •••• 0 •••• •••• 8 Other doors a 10D 16.6 10.9 60 990 649 60 990 649 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 12H 2.2 1.4 -277 -599 -393 -277 -599 -393 exposed b 13C 0.9 1.4 464 418 626 464 418 626 walls and c 14B 5.2 2.3 896 4645 2103 896 4645 2103 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16G 1.2 1.5 0 0 0 0 0 0 b 16D 1.9 2.3 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 i d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 11 Floors a22A 29.2 0.0 170 4957 0 170 4957 0 (Note:room b 191 0.9 0.0 0 0 0 0 0 0 perimeter c 201 1.7 0.8 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 noors) f 0.0 0.0 0 0 0 0 01 0 12 Infiltration a 1 32.4 8.0 277 8983 2218 277 8983 2218 13 Subtotal loss=6+8.+11+12 "•` 25073 """ "" 25073 '•""`• ••" Less external healing "" 0 "" ""` 0 "" `«" Less transfer •••• 0 """" "" 0 "•" •••• •••• •••• •••• 14 Duct loss10 2507 .."" 10°/ 2507 `•** "" 1/ ""' 15 Total loss-13+14 `•" 27581 .... .... 27581 "" "" '"" "' ''«` 16 Int.gains: People Q 300 4 •"` 1200 4 "«` 1200 •"' "" Appl. a 1200 2 "" 2400 2 ""` 2400 '•" "" 17 Subtot RSH gain=7+8.+12+16 "" '"'" 13809 "" "" 13809 "" Less external cooling `•`• •`•• 0 •••• •••• 0 '•" •'•" •••• ••'• Less transfer •••• •••• 0 •••• •••• 0 •••• •••• •••• •••• 18 Duct gain 10% "'" 1381 10% "" 1381 'K 19 Total RSH gain=(17+18)'PLF 1.00 "" 15190 1.00 "" 15190 "" ... 20 Air required (cfm) "" 740 740 •`•• 740 740 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right-Suite Residential-5.0.66 RSR30115 2003-Apr-22 13:52:49 E:*ens info\2002 ENERGY\rowan\3150 Lot 687 Atlantic Beach.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY upstair Air Engineers Job: 3150 4-22-04 10947 Beach Blvd,Jacksonville,FI 32246 Phone:904-641-2333 Fax:904-646-9037 Email:Kenneth.Moody@serviceexperts.com For: John Rowan Notes: Lot 6 & 7 Atlantic Beach E - • • Weather: Jacksonville, Cecil Field NAS, FL , US Winter Design Conditions Summer Design Conditions Outside db 34 OF Outside db 95 OF Inside db 70 OF Inside db 75 OF Design TD 36 OF Design TD 20 OF Daily range M Relative humidity 50 % Moisture difference 40 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 22319 Btuh Structure 20426 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 22319 Btuh Use mfg. data n Rate/swing multiplier 1.00 Infiltration Total sens. equip. load 20426 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 Internal gains 920 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 2222 Btuh Area (ft) 2092 2094 TotgI latent equip. load 3142 Btuh Volume (ft3) 18828 18828 Air changes/hour 0.58 0.26 Total equipment load 23568 Btuh Equiv.AVF(cfm) 183 81 Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade Value 12 Trade Value 12 12HPB42-2P,4P,6P,7P 12HPB42-2P,4P,6P,7P CB30M-46-1 P Efficiency 7.6 HSPF Efficiency 12.1 SEER Heating input Sensible cooling 24300 Btuh Heating output 39500 Btuh @ 47°F Latent cooling 16200 Btuh Heating temp rise 27 OF Total cooling 40500 Btuh Actual heating fan 1350 cfm Actual cooling fan 1350 cfm Heating air flow factor 0.060 cfm/Btuh Cooling air flow factor 0.066 cfm/Btuh Space thermostat Load sensible heat ratio 87 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr1Cjhtsoft Right-Suite ResidentialTM 5.0.66 RSR30115 2003-Apr-22 13:52:49 ,Z5% E:\kens info\2002 ENERGY\rowan13150 Lot 6&7 Atlantic Beach.rsr Page 2 AL RIGHT-J CALCULATION PROCEDURES A, B, Cl D upstair qP Air Engineers Job: 3150 4-22-04 10947 Beach Blvd,Jacksonville,FI 32246 Phone:904-641-2333 Fax:904-646-9037 Email:Kenneth.Moodyeserviceexperts.corn Procedure A-Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.58 ach x 18828 ft' x 0.0167 = 183 cfm 2. Winter infiltration load 1.1 083 cfm x 36 °F Winter TD = 7261 Btuh 3. Winter infiltration HTM 7261 Btuh / 224 ft' Total window = 32.4 Btuh/ft' and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.26 ach x 18828 ft3 x 0.0167 = 81 cfm 2. Summer infiltration load 1.1 x81 cfm x 20 °F Summer TD = 1793 Btuh 3. Summer infiltration HTM 1793 Btuh / 224 ft' Total window = 8.0 Btuh/ft' and door area Procedure C - Latent Infiltration Gain 0.68 x40 gr/Ib moist.diff. x 81 cfm = 2222 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 0 cfm vent. x 20 °F Summer TD = 0 Btuh Sensible load for structure (Line 19) + 20426 Btuh Sum of ventilation and structure loads - 20426 Btuh Rating and temperature swing multiplier x 1.00 Equipment sizing load-sensible 20426 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 0 cfm vent. x 40 gr/Ib rnoist.diff. - 0 Btuh Internal loads = 230 Btuh x 4 people + 920 Btuh Infiltration load from Procedure C + 2222 Btuh Equipment sizing load-latent - 3142 Btuh *Construction Quality is: a No. of Fireplaces is: 1 Printout certified by RCCA to meet all requirements of Manual J 7th Ed. vvriAghtSOft Right-Suite ResidentialTM 5.0.66 RSR30115 2003-Apr-22 13:52:49 E:\kens info\2002 ENERGY\rowan\3150 Lot 687 Atlantic Beach.rsr Page 2 RIGHT-J WORKSHEET upstair Air Engineers Job:3150 4-22-04 10947 Beach Blvd,Jacksonville,FI 32246 Phone:904-641-2333 Fax:904-646-9037 Email:Kenneth.Moody@serviceexperts.com MANUAL J:7th Ed. 1 Name of room upstair upstairs 2 Length of exposed wall 212.0 ft 212.0 ft 3 Room dimensions 2092 x 1.0 ft 4 Celings Condit.Option 9.0 ft p n 9.0 ft heaticool TYPE OF CS HTM Area Load(Btuh) Area Load(Btuh) Area Area EXPOSURE NO. Htg Clg (ftp} Htg CIg 1(ft') Htg Clg Htg Clg Htg Cig 5 Gross a 12H 2.2 1.4 1908 "'• '"" 1908 "" "" `"" Exposed b 13C 0.9 i.4 0 •... ..«« 0 «..« «... •«•• ..«. ..«. walls and c 14B 5.2 2.3 0 "•• '•" 0 partitions d 0.0 0.0 0 "•' «`•• 0 '"« ..�� "... .«.. ...« .... e 0.0 0.0 0 "•` "" 0 "` f 0.0 0.0 0 ...« .».. 0 .... ...» ..«. .... ..«. .... 6 Windows and a 3C 26.1 224 5852 ••" 224 5852 '"`• `"" "" plass doors b 3C 26.1 •» 0 0 «"•• 0 0 ««.. .... .•.. Heating c 0.0 '• 0 0 '•" 0 0 •"` d 0.0 `• 0 0 "" 0 0 "`• "" ` e 0.0 •' 0 0 ."' 0 0 .•.. •"' 4 0.0 «. 0 0 .... 0 0 .- ..«. .».. 7 Windows and North 23.0 224 "" 5157 224 "" 5157 glass doors NE/NW 0.0 0 """ 0 0 ��k 0 Cooling ENV 0.0 0 "" 0 0 0 SE/SW 0.00 0 0 "" 0 South 0.0 0 "" 0 0 •"` 0 «••` "" Horz 0.0 0 "`• 0 0 "" 0 '•" "" 8 Other doors a 10D 16.6 10.9 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 9 Net a 12H 2.2 1.4 1684 3637 2384 1684 3637 2384 exposed b 13C 0.9 1.4 0 0 0 0 0 0 wells end c 14B 5.2 2.3 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 01 0 0 0 0 10 Ceilings a 16G 1.2 1.5 2188 2599 3177 2188 2599 3177 b 16D 1.9 2.3 25 48 58 25 48 58 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.00 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 29.2 0.0 0 0 0 0 0 0 (Note:room b 191 0.9 0.0 1034 893 0 1034 893 0 perimeter c 201 1.7 0.8 0 0 0 0 0 0 Is displ. d 0.0 0.0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 floors) fj 1 0.01 0.0 0 0 01 0 0 0 12 Infiltration 1 32.4 8.0 224 7261 1793 224 7261 1793 13 Subtotal lose-6+8..+11+12 `«'• 20290 "`• "" 20290 "" ""• `•" •'•` "" Less external heating •,•• 0 «• 0 •••• •••• ••,• •••• •••• Less transfer •••' 0 .... •«« 0 •••• •••' •••• I •••• •••• 14 Duct loss 109' 2029 "•' 10 2029 "«" `... W "'• 15 Total loss-13+14 .... 22319 "•' 22319 "`• •••` `•" .... .... 16 Int.gains: People 300 4 •'•" 1200 4 "" 1200 •"• «"' AppL C 1200 4 "" 4800 4 "" 4800 ""` •"' 17 Subtot RSH9ains7+8.+12+16 "" "`•' 18569 •`•' ••" 18569 "" `"•• '••` ••` Less external cooling "•" "•` 0 •••" •••` 0 •"• •`•" •••• "" Less transfer •••• •••• 0 •••• •••• 0 •••• •••• •••• •••• 18 Duct gain 109' '•'" 1857 10 ••" 1857 '•" 'Y `••• 19 Total RSH gain=(17+18)`PLF 1.00 `•'• 20426 1.00 •"" 20426 •'•• "•• 20 Air required (cfm) - 1350 1350 "" 1350 1350 '•" "•' Printout certified by ACCA to meet all requirements of Manual J 7th Ed. %1V"Cah1tso19t Right-Suite ResidentialTM 5.0.66 RSR30115 2003-Apr-22 13:52:49 EAkens info\2002 ENERGY\rowan\3150 Lot 6&7 Atlantic Beach.rar Page 2 ' r RIGHT-J WINDOW DATA Air Engineers Job:3150 4-22-04 10947 Beach Blvd,Jacksonville,FI 32246 Phone:904-641-2333 Fax:904-646.9037 Email:Kenneth.Moodyaserviceexperts.com W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R down stairs a n s a C n 0 n 1 2 90 1.0 1.4 0.0 1.0 38.0 27.2 27.2 a n e a C in 0 n 1 2 90 1.0 1.4 0.0 1.0 72.0 54.0 54.0 a n n a C n 0 n 1 2 90 1.0 1.4 0.0 1.0 23.0 95.6 0.0 a n w a C n 0 n 1 2 90 1.0 1.4 0.0 1.0 72.0 40.8 40.8 upstairs a n S a C n 0 n 1 2 90 1.0 1.4 0.0 1.0 38.0 80.4 80.4 a n e a C n 0 n 1 2 90 1.0 1.4 0.0 1.0 72.0 74.4 74.4 a n n a C n 0 n 1 2 90 1.0 1.4 0.0 1.0 23.0 28.0 0.0 a n w a C n 0 n 1 2 90 1.0 1.4 0.0 1.0 72.0 41.4 41.4 += wnghtsoft Right-Suite ResidentialT'5.0.66 RSR30115 2003-Apr-22 13:52:49 Evens info\2002 ENERGY\rowan\3150 Lot 6&7 Atlantic Beach.rsr Page 1 01 oder,, btvd TRUSS UPLIFT AND SUPPORT SCHEDULE Project. 6/7 Atlantic Beach Number. 32590 Minimum Maximum MaximumNumber of Truss Truss Support Support Brg. Brg. D+L+Lr .6D+W Hurricane Studs Under Mark Span(ft) Size(in) Type XLoc(ft) Yloc(ft) Reaction (lb) Reaction(lb) Connector Truss Brg. A14 35 3.5 WALL 0.5 9.084 1826 -1994 (2)MTS A14 35 5.5 WALL 20 9.084 2504 -2749 (2) HTS A14 35 5.5 WALL 34.542 9.084 1407 -1548 (2)MTS ' A15 35 5.5 WALL 0 9.084 1730 -898 . (2)H8 A15 35 5.5 WALL 34.542 9.084 1730 -898 (2)H8 A15 35 5.5 WALL 0.5 9.084 1293 -828 (2)H8 ' A15 35 3.5 WALL 20 9.084 1087 -201 H8 A15 35 5.5 WALL 34.542 9.084 1095 -777 (2) H8 A16 21.542 3.5 WALL 0 10.25 2073 -1030 (2) H8 A16 21.542 5.5 WALL 21.083 9.084 1411 -932 (2)H8 A18 35 3.5 WALL 0.5 9.084 882 -1101 (2) H8 A18 35 5.5 WALL 17.667 9.084 1444 -720 H8 A18 35 5.5 WALL 34.542 9.084 839 -1064 (2) H8 A19 35 5.5 WALL 0 9.084 1582 -1347 (2) H8 A19 35 5.5 WALL 34.542 9.084 1582 -1347 (2) H8 A20 35 5.5 WALL 0 #REFI 965 -787 (2) H8 ' A20 35 3.5 WALL 19.708 16.568 828 -1050 (2) H8 A21 6.542 3.5 WALL 0 10.25 273 -180 H8 A21 6.542 3.5 WALL 6.25 16.568 278 -420 H8 A22 6.542 3.5 WALL 0 10.25 275 -180 H8 A22 6.542 3.5 WALL 6.25 16.568 275 -418 H8 B23 18.583 3.5 WALL 0 11.49 780 -760 (2) H8 ' B23 18.583 3.5 WALL 18.292 11.49 780 -760 (2)H8 C25 18.25 3.5 WALL 0 11.552 766 -747 (2)1-18 • C25 18.25 3.5 WALL 17.958 11.552 766 -747 (2) H8 D27 15 5.5 WALL 0 9.084 620 -578 H8 D27 15 5.5 WALL 14.542 9.084 753 -808 (2)H8 ' D28 15 180 WALL 0 9.084 1372 -1334 "** EJ29 2 3.5 WALL 0.5 9.084 376 -541 H8 EJ29 2 1.5 NAILED 2 9.084 209 -180 EJ29 2 1.5 NAILED 2 10.438 120 -180 HJ30 2.828 4.95 WALL 0.707 9.084 380 -521 H8 WIND TIE SYSTEMS l Ilam J. ery, 12412 San Jose Blvd., Suite 204 FL Ceft.No.49025 Jacksonville, FL 32223 4/16/2003 1/2 FL Cert.of Authorization No.8985 For uplift connector/studs only TRUSS UPLIFT AND SUPPORT SCHEDULE Project: 6/7 Atlantic Beach Number 32590 Minimum Maximum I Maximum Number of [Truss I Truss I Support I Support I Brg. Brg. D+L+Lr .6D+W Hurricane Studs Under mark Span (ft)l Size(In)l Type XLoc(ft) Yloc(ft) Reaction(ib) Reaction(ib) Connector Truss Brg. HJ30 2.828 1.5 NAILED 2.828 9.084 172 -113 HJ30 2.828 1.5 NAILED 2.828 10.407 61 -47 CJ31 1.037 3.5 WALL 0.5 9.084 827 -1302 (2)H8 b CJ31 1.037 1.5 NAILED 1.037 9.084 925 -513 CJ31 1.037 1.5 NAILED 1.037 9.795 271 -180 LEGEND: * Indicates bearing wall below with studs spaced at 16"o.c. *** See Sheet No.S-8 for gable end truss tiedown and platform framing in attic Hurricane clips and twist straps: H8=Simpson H8 w/(5) 10dx1.5"nails each end-Capacity=745 lb MTS=Simpson MTS12 w/(7) 10dx1.5"nails each end-Capacity= 1000 Ib HTS=Simpson HTS20 w/(24) 10dx1.5"nails each end-Capacity= 1450 lb Heavy girder tiedowns PHD8=Simpson PHD8 w/(24)SDS1/4x3"screws into beam and (1)7/8"thru-bolt into ftg. -Capacity=6730 Ib WIND TIE SYSTEMS r Willia J. ery 12412 San Jose Blvd., Suite 204 FL No.49025 2/2 Jacksonville, FL 32223 4116/2003Ft.Cert.of Authorization No.8985 For uplift connectodstuds only CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 4/14/04 Parcel Number . . . . . 170129-0000-1 - Property Address . . . 679 OCEAN BLVD ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . WITHERSPOON, DIANA Contractor . . . . . . OWNER Application number 03-00026009 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved Building Official .VOID UNLESS SIGNED BY BUILDING OFFICIAL AN! CITY OF 4&4odw newA-J4 _ -k Office of Building Official REQUEST FOR INSPECTION Date q` I - c Permit No. Time A.M. Received P.M. 6, 49 C/6, �,( a,,/-) Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tue . Wed. Thurs. Friday RM. t ( A.M. Inspection Made•, ' PM. Inspector Final Inspection ❑ Certificate of Occupancy ❑ V 1� Date — r p�LANrj�, r p `Q! rr► V _ r FIORipQ' OF ADDITIONS or • - - • D• 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 CODE 023-l'-t . Q(n e_cr Ou Q_ nuc, (!(LQ LJ $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or 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 been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELSC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y T E M P O R A R Y Issue Date . . . . . . 3/18/04 Expiration Date . . . . 3/28/04 Parcel Number . . . . . 170129-0000-1 - Property Address . . . 679 OCEAN BLVD ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . WITHERSPOON, DIANA Contractor . . . . . . Application number 03-00026009 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone Special conditions TEMP CO. 1 . GARAGE DOOR - 120 MPH - PAPER. 2 . TERMITE CERT. 3 . ANCHOR CONDENSORS SECTION 4 . 13 FMC . 4 . DOCUMENTATION OF 200 LOAD ON HANDRAIL. OK TO MOVE IN. LJH Approved . . . . . . . Buildirtg Official VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: � � � j Contractor Name: Permit #: 03 - Property Property Address: Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: ingle-Family Resident Commercial - Other: Lowest Floor Elevation: Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. -------.__....- Public Worksv '— Planning Dept. Building Dept. 'E C-161 t Final Survey with FFE Yes No All Re-Inspect Fees Paid Yes No CITY OF ATLANTIC BEACH ` FLOOD PLAIN DEVELOPMENT INFORMATION Location: keaq 1,3 f YCI Y, l� Kc- r^7 e r Type of Development: (��S'1`Q�E'/1 /C l -Si r-� t�'_ � �t i�l Z�►��. Flood Zone: I 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 Acknowledgement: 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 development. Applicant's Signature: Date: 3- Y Department Use: Required lowest floor elevation: As built lowest floor elevation: 5 Survey filed with Building Department: f � Building Department Representative CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y T E M P O R A R Y Issue Date . . . . . . 3/18/04 Expiration Date . . . . 3/28/04 Parcel Number . . . . . 170129-0000-1 - Property Address . . . 679 OCEAN BLVD ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . WITHERSPOON, DIANA Contractor . . . . . . Application number 03-00026009 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Special conditions . . TEMP CO. 1 . GARAGE DOOR - 120 MPH - PAPER. 2 . TERMITE CERT. 3 . ANCHOR CONDENSORS SECTION 4 . 13 FMC. 4 . DOCUMENTATION OF 200 LOAD ON HANDRAIL. OK TO MOVE IN. LJH Approved . . . . . . . L "-.�:�' C; -- Buildirtg Official VOID UNLESS SIGNED BY BUILDING OFFICIAL p�LANr,�, v _ filOR10P OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE 0cfiyATj S, OL , �c THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted t C-1"o:E e Dott)2 -- t ZO V-"pk - ^'`1 '2� FQVAL�)~ T El $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or 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 been PLUMBINGmade, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office"from 8:00 a.m.to 5:00 p.m. Monday through Friday.. BLDG, PREPARED 1;x/02/03, 16:32:15 INSPECTION TICKET PAGE 8 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 10/03/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 679 OCEAN BLVD SUBDIV: TENANT, NBR: NEW SFR CONTRACTOR : PHONE OWNER WITHERSPOON, DIANA PHONE (904) 249-7515 r PARCEL 170129-0000-1 - APPL NUMBER: 03-00026009 SINGLE FAMILY RESIDENCE ------------------------ --- --- PERMIT: BLDG 00 BUILDING PERMIT h REQUESTED INSP DESCRIPTION Q , TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 6/18/03 LJH BD FOOTING TIME: 08 :00 6/19/03 AP 422-7163 WAYNE HARRIS 11 01 7/01/03 LJH BD SLAB TIME: 08:00 6/30/03 AP EARLIEST APPOINTMENT, WAYNE HARRIS 4 2- „ 63 12 01 7/15/03 LJH BD LINTEL TIME: 13 :00 �� n nn� 7/16/03 AP 759-7087 t L !'U 17 01 8/20/03 LJH BD SHEATHING TIME: 08:00 8/21/03 AP DIANNA 716 0862 CK# 13 01 10/03/03 LJH BD FRAMING TIME: 08:00 716-0862 ------------------------------------------------------------------------------------------------ PERMIT: ELEC 00 ELECTRICAL PEsRMIT SUB: BILL THOMPSON ELECTRIC CO, INC (904)249-5601 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------------------------------------------- ------------------------------ 23 01 6/06/03 LJH EL FINAL TIME: 13 :00 6/09/03 AP 249-5601 22 01 10/03/03 LJH EL ROUGH TIME: 08:00 716-0862 ------------------------------------------------------------------------------------------------ PERMIT: PLBG 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------- 41 01 6/26/03 LJH PL UNDERSLAB TIME: 08:00 6/30/03 AP 42 01 10/03/03 LJH PL ROUGH TIME: 08:00 ---------------------- COMMENTS AND NOTES ---------------- -------------------------------------- PREPARED 10/03/03, 8:03 :11 INSPECTION TICKET PAGE 2 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 10/03/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 679 OCEAN BLVD SUBDIV: TENANT, NBR: NEW SFR CONTRACTOR : PHONE OWNER WITHERSPOON, DIANA PHONE (904) 249-7515 PARCEL 170129-0000-1 - APPL NUMBER: 03-00026009 SINGLE FAMILY RESIDENCE --------------------------------------------------------------------:--------------------------- PERMIT: MECH 00 MECHANICAL PERMIT SUB: AIR ENGINEERS IN� (904) 641-2333 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------------------------------------------- ------------------------------ 32 01 10/03/03 LJH ME ROUGH TIME: 13 :00 -------------------------------------- COMMENTS AND NOTES -------------------------------------- v LANl,C F�ORIOa OF ADDITIONS or • - - • D• NOT REMOVE JOB ADDRESS DATE 10,q- dCO gu0. to-3 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted u'D, -iuTCi&0a_ $1%.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or 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 been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m.to 5:00 BLDG p.m. Monday through Friday. Bill Thompson Thompson Electric TLBOX 330150 ANTIC BEACH Co.)/. FLORIDA 32233-0150 TELEPHONE 249-5601 February 10, 2004 LARRY HIGGINS City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 RE: 679 Ocean Blvd. Electrical Permit #03-26822 As per our conversation with Larry Higgins, the above listed is ready for Early Power. This letter serves as Letter of Responsibility as required by Larry Higgins. I shall except the responsibilty and follow through as work progresses. If you need further information, feel free to contact us. Respectful Submitted, 4 W. R. o Amp s: ,:V IV Master Electrician ME-258 AP ATL 12 IR 0 kjjjj0 BEACHcm. Of oirpics NNIFER SCHLUETER My COMMISSION#DD 121301 EXPIRES:May 27 2006 Bonded Thru Notary Public underwriters u, CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r) ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027730 Date 2/18/04 Property Address . . . . . . 679 OCEAN BLVD Application description . . . IRRIGATION/SPRINKLER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - - - - - - - - - - - - - -- - - --- - - - - - --------- - - - --- - -- - - - -- WITHERSPOON, DIANA GREEN EARTH IRRIGATION 6999-2 MERRILL RD. #215 ATLANTIC BEACH FL 32233 JACKSONVILLE ;rF FL 32277 (904) 249-7515 (904) 743-2682' i. Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ----------- --- ------- -- - -- ----- -- - ---- - - -- -- - -- -- - - - - ------- ---- -- - --- ------ Special Notes and Comments OWNER MUST HIRE PLUMBER TO INSTALL BACKFLOW PREVENTER AND MAKE THE CONNECTION FROM THE PRIVATE PROPERTY Fee summary Charged Paid Credited Due ---------- ----- -- - - -- - - -- -- -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 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. 1 BUILDING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION ') Date: Property Address: G7`! Owner: A491,11/,JS)0B©Il.) Telephone #: Contractor: Telephone Contractor Address: 011-2- NtO%i l 41• .J 'Fax#: 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 attached plans and specifications which are a part hereof and in accordance with the City of Atlantic.Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters 30 Other SFytrN/�/6x l� DS Fees - Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00 = 800 Seminole Road .Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 . Fax: (904) 247-5845• http:ltwww.ci.atiantic-beach.fl.us WIND TIE SYSTEMS Structural Engineering Services fe October 9,2003 Building Inspector c.o. John Rowan Fax: 992-1104 RE: Lot 6&7 Unit 16 Atlantic Beach Dear Building Inspector. This letter shall serve as the engineer's acceptance of the following: 1. The removed portion of the(joist web(adjacent to the second floor shearwall and LVL)is acceptable. Please call me directly ai 904292-2192 if you have any questions. Sin ely, 7/William J. Dery, PE Structural Engineer FL.Cert.No.49025 Job#32590 WD/JS 12412 San Jose Blvd. Suite204,Jacksonville, FL 32223 Phone: (904)292-2192 Fax: (904)292-2176 E-mail:jskinner@lumberunlimited.com FL C.A.No.8985 I City of Atlantic Beads eee CUSTMER RECEIPT *** Deer: WITH Type: DC Drawer: 1 Date: 18/21/83 81 Receipt no: 5423 Description Quantity Amount M 2W BP BUILDING PERMITS 1.88 $x.88 Tender detail CK CHECKS 761 $35.88 Total tendered $35.88 Total payment $35.88 Trans date: 18/21/83 Tine: MAWS f j:�L�j j�✓ r� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026009 Date 8/22/03 Property Address . . . . . . 679 OCEAN BLVD Tenant nbr, name . . . . . . NEW SFR Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 292865 Owner Contractor ------------------------ ------------------------ WITHERSPOON, DIANA OWNER ATLANTIC BEACH FL 32233 (904) 249-7515 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Sub Contractor . . AIR ENGINEERS INC Permit Fee . . . . 75 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 --------------------------- ------------------- ----- ------------------------- Special Notes and Comments "TP1611 , 50AMPS, 1PH, 3W, 240VOLT Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 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. ..t BUILDING OFFICIAL BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC eXACN.FLORIDA Jaa]i APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT—Applicant to complete all items in sections I, 11, III, and IV. LOCATION Street Addraul -1 Ica OF Imfaradia] Slreelu t.h..•. I l t/.� ` 1 r A" WILDING solo-di.l.lan II. IDENTIFICATION —To be completed by all applicants. 1. cantidar.tfe. of P•nnit qiw. fw dai.Q the rwl .t d.rcrib.d i th..bov /ld.m.nl.•6.'•6Y.qr•. to Padwm wW..wk M.ccwd.nc. rltb the .1f.chrd plant end rrciflc.1l... wkich .re . p.rf A•r•ol end in .ccw4.•c..714 the City of Jecttoavilfe wdi.•acu end rhndsrdr of good.pr.ctic. listed therein. r Nuw.of M.ck.ala.l o Coat r..t•,. 121f I. Gafraeter (hint( �/(�� ,,I. M..lu Property ►n O...r Sl.n.lrr..r Cw.g Siy.atur• .f . w Avfk rlud AjeAf Mekibel w fadl.wr Ill. GENERAL INFORMATION A. Type of be llon feel' S. IS OTHER CONSTRUCTION BEING.DON[O% trot �e THIS rUILOING OR SITE ��S �❑( Gas—❑ LP C] Natural C3 Central UtnNy ' - IF yi], GIVE NUMmER OF CONSTRUCTION ❑ aR PERMIT ❑ O}ker—Spedfy IV.IWIDC 4 HnAL IQUIPMlfT TO tt iNSTA111a NATURE OF WORK (pradda complete get of csnfyonooh an back of thio lea m( ' Residential of ❑ Commercial Nut ❑ Srce ❑ Raceoad !4 Central O flow Now Bullding AL Ceadtflenisell C3 R0000 Can" C) Existing Building ❑ feet! Sy.Mmt MeteriaL Tkktin••• ❑ Replacement of existing system 7— o) X NOW Installation(No system previously Installed) Maairawn capacityelra ❑ Extension or addon to existing system ❑ Rshirtew%en ❑ Otter—Specify ❑ coeNrp to.w Capacity t P+A ❑ Rte .pA.Mooss Nwabw of It" ❑ Bou jot ❑ Meakin ❑ EwAl.ter Iseelbwl YNIS SFACI irOR OFFWA US&ONLY ❑.Gesell"pumps_ —(arro6ar) (RarMdl . ❑.'Teals (sar.bar) - R—As ❑ LPG oaotelHw --(sa.l6er) . ❑ 1104"ol?/waft Ye«I w N-3Appwved 6Y Oa . ❑ Mika Q OMar—'Specify /.r.ti1 Fac_ LIST ALL EQUIPMENT ADL CONDITIONING AND REFRIGERATION EQUEPME a tY Number Units Description Xodal Number Xamufa sta er (waves) Z X ( G ' X 1/ L—:CANq—It7 i0 y ( l 1 mzl/2_-o MATING-FURNACES. BORERS, I'MRII.ACES �7 Number Units Deearlptlm Xo4stNumber Xamutastnrer L7�'ur CI— TANKS NOW X.n7 IgCMAM ll Cmpgdb' Ty"Liquid! Name of Serw AFP—wuit mrd Dlmaseldors contained Xanurseturve, Na Age-y CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 i� Application Number . . . . . 03-00026822 Date 9/08/03 Property Address . . . . . . 679 OCEAN BLVD Tenant nbr, name . . . . . . 300AMP, 1PH, 3W, 240VOLT, 3"R Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . 0 Owner Contractor ------------------------ ------------------------ WITHERSPOON, DIANA BILL THOMPSON ELECTRIC CO, INC P.O. BOX 330150 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 249-7515 (904) 249-5601 --- ------ ------ ------- ------ - ----- ------- ------------- ---------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 85 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 85 . 00 85 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 00 . 00 . 00 i BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "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. BUILDING OFFICIAL >I CITY ()F ATL N I It_, BVA('I1, F1.0R11)A ELECTRICAL NI:It�'IIT API'[..ICATION TO THE CHIEF ELECTRICAL INSPECTOR DATE: _ J ��%✓ IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORIN SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL CONTRA CTOR:a�L, Qe MASTER ELECTRICIANS SIGNATURE: OWNER OF PROPERTY: h. � ---- JOB ADDRESS: —�—I--/-- 11 - '"� ` `�I -- --------------- -- RES, „ APT.( ) COMM.( ) PI!13LIC( 1NDUS.( NEWO OLD( ) REW.( ) ADDITION( ) "TRAILER( ) I'EVI!'.i ; i SO. F'l SERVICE: NE�1lC�_. iNCRI:r\SEI REPAIR( ) 6CONDUCTOR SIZE ' MPS: COPPER( ) ALUM SWITCH OR BREAKER 7©O AMPS _ �PH IW VOLT RACEWAY EXIST. SERV. SIZE AMPS PH I W VOLT RACEWAY _ FEEDERS NO. SIZE i NO. SIZE- NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL i RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 3 L 100 AMPS SWITCHES i INCANDESCENT FLOURESCENT& M.V. FIXED 0.100AlvIPS. -- APPLIANCES �I I BELL TRANSF. AIR H.P. RATING �I H.P. RATING CELL. KW-HEAT ! – CONDITIONING COMP. MOTOR OTHER MOTORS AMPS I HEAT 0-1 �i OVER ? -- MOTORS H.P. VOLTAGE PIIS ! _ NO. I H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. IKVA NO. � KVA NO.NEON TRANSF. NO I VA I MA MOTOR SIZE SWITCH FLASHERS EACH SIGN I 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 • Fax: (904) 247-5845 • http://www.ei.atiantic-beach.fl.us Rovi,4e-d 0 1/17/0 a P.D.47 011,Thompson '��ry .�- BOX 330150 Electric Cor ATLANTIC BEACH FLORIDA 32233-0150 TELEPHONE 249-5601 .'c x>�r u� • rr , !s ' i SERVICE LOAD CALCULATION ' r ROJECT' E SERVICE ADDRESS: PE " .r RMIT NUMBER: _ ,ELECTRICIAN: . y _ PHONE: __-- SY-" 1 NATURE: /G� LICENSE NO: r--� O 2IRI OR �� ?y6! 46 4 � AEOl6TLRED pAOF'E OS1At.I:NOINEER !`�/ r C[ NFORMATION TriiY 1 S� l l3' 'Amperes: 3 1 PH: 4----3 P H: Wire Size: 3✓ 3 erClal large Residential: Overhead: Underground: V� t <wl+t�of Bldg: ZS�Total HVAC Tons: Number of Meters: �OA,D DATA (0mription/Wattage/SpeCify 1 PH & 3PH)(Artachmonts for this sactaon may bo macta,} N SO FT x 3 MALL APPLIANCEE,pc'� LAUNDRY t .['DRYER S" f;' •�WATER HEATER v ' RANGE, TOP iZ�f`VC2 Q.yEH >� Ft7SAL WASHER r.•, � TRAL VACUUM e" �•OCK r 'x P�OYQL ;GEEZER massa TUB ----- �" Z r � ` 1ST 10 10, 000 -570� Z.S� ' . HVAC/ 1ST 2 a _&1lfl�/ dOC� 3pN/7Z-A wr � �z �.4.. r ��2 k ?f..•L'1 f . `1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 TM INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026737 Date 8/26/03 Property Address . . . . . . 679 OCEAN BLVD Tenant nbr, name . . . . . . NEW GAS SERVICE Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ ROWIN, JOHN SAWYER GAS COMPANY 411 PABLO AVENUE ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 249-7515 (904) 246-6471 ------ --------- ------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 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 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. BUILDING OFFICIAL BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections 1, II, III, and IV. L Street Address: 1 C AN vD LOCATION OF Intersecting Streets:Between And BUILDING Sub-division 11. INDENTIFICATION—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 attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor(Print) l� ' (TA Master (� Name of Property O Owner I Signature of Owner Signature of Or Authorized Agent Architect or En 'neer III. GENERAL INFORMATION A Type of heating fuel: B. ❑ Electric IS OTHER CONSTRUCTION BEING DONE ON T19S V, Gas: ),LP Natural Central Utility BUILDING OR SITE? ❑ Oil ❑ Other–Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BENATURE OF WORK INSTALLED `if Residential or Commercial Now Building (Provide complete list of components on back of this form) ❑ Existing Building ❑ Heat _Space _Recessed —Central _Floor (3 Replacement of existing system ❑ Air Conditioning: Room Central ❑ New Installation ❑ Duct System: Material Thickness (No system previously installed) Y ❑ Extension or add-on to existing system Maximum capacity cfm C3Other. Specie, C3 Refrigeration ❑ Cooling tower. Capacity rzam ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift Escalator (Number) (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) Remarks ❑ LPG containers ( (Number) ❑ Unfired pressure vessel Permit Approved by Date ❑ Boilers ❑ Other–Specify YermIt Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number .Manufacturer Capacity Approving Tons Agency HEATING–FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BT enc TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 2160 Gj0)JhkJ 1)CO Am k5 41S Al ' 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026009 Date 6/25/03 Property Address . . . . . . 679 OCEAN BLVD Tenant nbr, name . . . . . . NEW SFR Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 292865 Owner Contractor ---- -------- ------ ------ ---------- -------------- WITHERSPOON, DIANA OWNER ATLANTIC BEACH FL 32233 (904) 249-7515 -------- --------------- ----------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc Permit Fee . . . . 203 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments "TP1611 , 50AMPS, 1PH, 3W, 240VOLT Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 203 . 00 203 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 203 . 00 203 . 00 . 00 . 00 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. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Job Address: Owner of Property: Telephone: Plumbing Contractor: 51cc D .. max c Contractor's Address: &&4 Telephone: '? Jam/�/ Fax: State License Number: � U �l How many of the following fixtures (re-piped or new). Sinks .Showers Water Lavatory �/ _Water Heaters z' Hose Bib 13 Bathtubs / Dishwashers ` Sewer Urinals ____L Disposals Other Closets Washing Machine Shower Pans Floor Drains Re-Pipe (List fixtures being re-piped) Total Fixtures: x $7.00 + $35.00 — (Minimum Permit Fee: $35.00) t Signature of Contractor: 4 G6 Installation of plumbingan es must be in accordance with the most recent edition of the Southern Standard Plumb' Code. Call a day ahead to schedule inspections: (904) 247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r� ATLANTIC BEACH, FLORIDA 32233 °Y INSPECTION PHONE LINE 247-5826 Application Number . . 03-00026009 Date 6/02/03 Property Address . . . . . . 679 OCEAN BLVD Tenant nbr, name . . . . . . NEW SFR Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 292865 Owner Contractor - ------------------------ ----------------------- WITHERSPOON, DIANA OWNER ATLANTIC BEACH FL 32233 (904) 249-7515 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . - Sub Contractor . . BILL THOMPSON ELECTRIC CO, INC Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Expiration Date 12/02/03 ---------------------------------------------------------------------------- Special Notes and Comments "TP1611 , 50AMPS, 1PH, 3W, 240VOLT 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 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. BUILDING OFFICIAL HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Information Systems 247-5845 Jun 02 2003 9:02am Last Transaction Date Time Twe Identification Duration Pages Result Jun 2 9:02am Fax Sent 96657372 0:36 1 OK CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 20L6 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING TRE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES}}. ELECTRICAL CONTRACTOR:?:& Ck- (2b • (U-- MASTER ELECTRICIANS SIGNATURE: OWNER OF PROPERTY: It JOB ADDRESS: toI ,Ue& TP 6 RES.( ) APT.( ) COMM.( ) PUBLIC( ) INDUS.( } NEW( ) OLD( ) REW.( ) ADDITION( ) TRAILER( ) MP�. SIGNS( ) SQ.FT. SERVICE: NEW INCREASE( ) REPAIR CONDUCTOR SIZE AMPS: COPPER ) ALUM FEES SWITCH OR BREAKER 5D AMPS PH W ORT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED 1 OPEN TOTAL RECEPTACLES CONCEALED I OPEN TOTAL 0.30AMPS 31.IUU AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. I OVER APPLIANCES I BELL TRANSF. AIR H.P. RATING H.P.RATING I CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS i MISCELLANEOUS t UNDER 600V �\ R 600V TRANSFORMERS: NO. KVA _ NO. � KVA NO.NEON TRANSF. NO VA MA I MOTOR SIZE SWITCH FLASHERS EACH SIGN 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ci.atlantic-beach.1l.us xPvigrA m n 7in3 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026009 Date 5/27/03 Property Address . . . . . . 679 OCEAN BLVD Tenant nbr, name . . . . . . NEW SFR Application description . . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . . 292865 Owner Contractor ------------------------ --------------------- -- WITHERSPOON, DIANA OWNER ATLANTIC BEACH FL 32233 (904) 249-751.5 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 1074 . 00 Plan Check Fee 537 .00 Issue Date . . . . Valuation . . . . 292865 Expiration Date . . 11/26/03 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE .26 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 14 . 17 AB CONSTRUCTION SURCHARGE 1 . 57 STATE RADON SURCHARGE 5. 02 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 690 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1074 .00 1074 . 00 .00 . 00 Plan Check Total 537. 00 537 .00 . 00 . 00 Other Fee Total 2406 . 02 2406.02 .00 . 00 Grand Total 4017 .02 4017 . 02 . 00 . 00 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. BUILDING OFFICIAL SUPPORT REPORT JOB DESCRIPTION: 3259013 WIND CODE: ASCE 7-98 WIND MPH: 120 BLDG TYPE : PARTIALLY OPEN ------------------------------- TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT . MAX WIND DESC SPAN-ft SIZE-in. TYPE XLOC-ft . YLOC-ft . MAX. +# MAX. -# UPLFT. -# --------------------------- A14 35 . 000 3 . 500 WALL 0 . 500 18 . 615 1826 -1994 A14 35 . 000 5 . 500 WALL 20 . 000 18 . 615 2504 -2749 A14 35 . 000 5 . 500 WALL 34 . 542 18 . 615 1407 -1548 ------------------------------------------------------------------------------- A15 35 . 000 5 . 500 WALL 0 . 000 18 . 615 1730 -898 A15 35 . 000 5 . 500 WALL 34 . 542 18 . 615 1730 -898 ------------------------------------------------------------------------------- A15 Alt 35 . 000 5 . 500 WALL 0 . 500 18 . 615 1293 -828 A15 Alt 35 . 000 3 . 500 WALL 20 . 000 18 . 615 1087 -201 A15 Alt 35 . 000 5 . 500 WALL 34 . 542 18 . 615 1095 -777 ------------------------------------------------------------------------------- A16 21 . 542 3 . 500 WALL 0 . 000 19 . 781 2073 -1030 A16 21 . 542 5 . 500 WALL 21 . 083 18 . 615 1411 -932 ----------- -------------------------------------------------------------------- A17 35 . 000 3 . 500 WALL 0 . 500 18 . 615 899 -1142 A17 35 . 000 208 . 000 WALL 17 . 667 18 . 615 837 -774 A17 35 . 000 3 . 500 WALL 18 . 349 25 .240 372 -284 A17 35 . 000 3 . 500 WALL 19 . 683 24 . 684 597 -272 A17 35 . 000 3 . 500 WALL 21 . 016 24 . 129 122 -180 A17 35 . 000 3 . 500 WALL 22 . 349 23 . 573 111 -180 A17 35 . 000 3 . 500 WALL 23 . 683 23 . 018 111 -180 A17 35 . 000 3 . 500 WALL 25 . 016 22 .462 ill -180 A17 35 . 000 3 . 500 WALL 26 . 349 21 . 907 111 -180 A17 35 . 000 3 . 500 WALL 27 . 683 21 . 351 110 -180 A17 35 . 000 3 . 500 WALL 29 . 016 20 . 795 112 -180 A17 35 . 000 3 . 500 WALL 30 . 349 20 . 240 100 -180 A17 35 . 000 3 . 500 WALL 31 . 683 19 . 684 213 -282 ----------- ------------- ------------------------------------------------------- A18 35 . 000 3 . 500 WALL 0 . 500 18 . 615 882 -1101 A18 35 . 000 5 . 500 WALL 17 . 667 18 . 615 1444 -720 A18 35 . 000 5 . 500 WALL 34 . 542 18 . 615 839 -1064 ----------- --- -------------------------------------------- --------------------- A19 35 . 000 5 . 500 WALL 0 . 000 18 . 615 1582 -1347 A19 35 . 000 5 . 500 WALL 34 . 542 18 . 615 1582 -1347 ------------------------------------------------------------------------------- A20 35 . 000 5 . 500 WALL 0 . 000 18 . 615 965 -787 A20 35 . 000 3 . 500 WALL 19 . 708 26 . 099 828 -1050 -------------------------------------------------------- -- --------------------- A21 6 . 542 3 . 500 WALL 0 . 000 19 . 781 273 -180 A21 6 . 542 3 . 500 WALL 6 . 250 26 . 099 278 -420 ------------- ------------------------------ ------------------------------------ A22 6 . 542 3 . 500 WALL 0 . 000 19 . 781 275 -180 A22 6 . 542 3 . 500 WALL 6 . 250 26 . 099 275 -418 -------------------------------------------------------- ----------------------- 323 18 . 583 3 . 500 WALL 0 . 000 21 . 021 780 -760 323 18 . 583 3 . 500 WALL 18 .292 21 . 021 780 -760 - ----------------------------------------- -------------- ----------------------- 324 18 . 583 3 . 500 WALL 0 . 000 21 . 021 234 -223 324 18 . 583 3 . 500 WALL 9 . 146 24 . 710 1094 -1075 324 18 . 583 3 . 500 WALL 18 .292 21 . 021 234 -223 ----------- ------------------------------- -------------- ----------------------- C25 18 . 250 ', 3 . 500 WALL 0 . 000 21 . 083 766 -747 -25 18 . 250 3 . 500 WALL 17 . 958 21 . 083 766 -747 ---------- --------------------------------- - ------ ---------------------------- C26 18 . 250 ' 3 . 500 WALL 0 . 000 21 . 083 234 -221 C26 18 .250 3 . 500 WALL 8 . 979 24 . 703 1066 -1052 C26 18 .250 3 . 500 WALL 17 . 958 21 . 083 234 -221 -- ------------------------------ --------------------- ----- ------------ ----- D27 15 . 000 5 . 500 WALL 0 . 000 18 . 615 620 -578 D27 15 . 000 5 . 500 WALL 14 . 542 18 . 615 753 -808 ------------------------------------------------------------------------ ------ D28 15 . 000 180 . 000 WALL 0 . 000 18 . 615 1372 -1334 ------------------------------------------------------------------------- ------ EJ29 2 . 000 3 . 500 WALL 0 . 500 18 . 615 376 -541 EJ29 2 . 000 1 . 500 NAILED 2 . 000 18 . 615 209 -180 EJ29 2 . 000 1 . 500 NAILED 2 . 000 19 . 969 120 -180 ------------------------------------------------------------------------------ HJ30 D45 2 . 828 4 . 950 WALL 0 . 707 18 . 615 380 -521 HJ30 D45 2 . 828 1 . 500 NAILED 2 . 828 18 . 615 172 -113 -180 HJ30 D45 2 . 828 1 . 500 NAILED 2 . 828 19 . 938 61 -47 -180 ------------------------------------------------------------------------------- CJ31 1R 1 . 037 3 . 500 WALL 0 . 500 18 . 615 827 -1302 CJ31 1R 1 . 037 1 . 500 NAILED 1 . 037 18 . 615 925 -513 CJ31 1R 1 . 037 1 . 500 NAILED 1 . 037 19 . 326 271 -180 ------------------------------------------------------------------------------- PB32 35 . 000 3 . 500 WALL 14 . 500 28 . 653 252 -245 PB32 35 . 000 3 . 500 WALL 20 . 208 28 . 653 252 -245 ------------------------------------------------------------------------- ------ PB33 35 . 000 3 . 500 WALL 15 . 026 28 . 653 208 -200 PB33 35 . 000 3 . 500 WALL 19 . 683 28 . 653 208 -200 -------------------------------------------------------- ----------------------- THIS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED OR BROKEN WEBS. THIS DESIGN IS VALID ONLY FOR SINGLE PLY TRUSSES WITH 2X4 #3, STUD, OR STANDARD CRACKED OR BROKEN WEBS, NO MORE THAN I CRACK OR BREAK PER WEB AND 2 CRACKED OR BROKEN WEBS PER TRUSS ARE ALLOWED, CR�IGI�I�D OR URQ]�L,�� WLI3 CONT'AC'T' THE TRUSS MANUFACTURER FOR ANY REPAIRS THAT DO NOT COMPLY WITH THIS DETAIL. REPAJR DET-AH, (H) = DAMAGED AREA, 0" MIN TO 12" MAX LENGTH OF CRACK OR BREAK IN WEB. (S) = (2) 2X4 SCABS, SAME GRADE, SPECIES AS WEB MEMBER. MINIMUM LENG'T'H OF SCAB MUST BE THE GREATER OF: -------_-_-- �, L. h0" + LENGTH OF DAMAGED AREA (B), MININIUM OF 34" ON BOTH SIDES OF THE DAMAGED AREA. — -— — - OR 2. ©0/ OF THE ORIGINAL WEB LENGTH. ATTACH ONE SCAB TO EACH FACE OF' THE WEB WITH A DOUBLE ROW OF 10d COMMON NAILS SPACED 4" OC S'T'AGGERED. REFER TO NAIL SPACING DE'T'AIL FOR ADDITIONAL NAIL SPACING 34" MIN IPIFORMATI OII. NOTE: FIELD REPAIRS MUST COMPLY WITII ALPINE DESIGNS AND B SPECIF'ICAT'IONS. j: 10d COMMON (0.148" x 3") NAILS: ' 34" MIN / DOUBLE ROW, STAGCERED S 4 OC -1- = BACK FACIA _j, 4" O = FRONT FACE —{ 2" I- 1 S'T'AGGER -P O -I O + O + O 4 3 1/2" \ - -- ` 2x4 #3, STUD, OR STANDARD 1" WEB ONLY, ANY SPECIES NAIL SPACING DETAIL THIS DRAWING REPLACES DRAWINGS 11CP509A073 & �)5riy.1O awu"rolwYa F-.'EF WEB hF111; IR TRUSS REPAIRII<TEp„°� ------- - - - DAMAGED TRUSSES HIST BE CAREFULLY EVALUATED 10 DETERHIN[ TIIE EXTENT OF DAMAGE ,'GgFtTll'�c../2 11A(E UC)/25/99 TIIE DAMAGEDSTRUSSESUA14DEREBUILD. INTERNALCWOUD FIBER EDAFIAGE141 IfANDIEXCESSIS IoSf.RAP Abz?D39�iZ TIRING PLP S4FBS ()E!O CIINNECTOR STRESS FRUM 1101111146 OR SMOCK CAPBTOT BE READILY DETECTED. 1NEREfORC, VY - -- - - — - II IS VITAL THAI 111E TRUSS FABRICATOR AND DUO DIIIG COO[P.ACTOR CONSIDER WE � ui1C� EI'IG 141L11� PAR ,. ` OUSE Lr 111E 116HA6E Ili 1ffE1R DCI:ISIEDT NITETIIF.R 10 REPAIR OR RCDUILD. -------- - Srq} F r' 2 REPAIR 417RK SIIO4I1 fNl TII1S URA1lIHG APPLIES UIILY ifl 711OSF SEC110NS OF TIIE TRUSS .� UpIDP,,• UIPLIRTED BY 111E IIILISS HAUIIFACIURER TU HAVE BEEN DAHALIED. A OUALOIED IIIIRII FARIY INSPECTOR SMALL CHECK TRUSSES 1O DETERNmE INE EXTENT OF ANY FORMER DAHACE. IF AIIY. � ---- YUtlA1YN`1TS1 ' AND VERIFY THAT REPAIRS IIAVC BEEN PERfOP.HED AS INUICAIEU OII IVIS DRA4IIIG LSFAC.IIIIJ 24.0 fill-, OR CI(Alt,�Iop -P SIFE'TDOWN CORNER SETT ,IOP CHORD 2X4 SO, PINE 2 N, SCE TABLE DELOW FOR IIIPJACK GRADE 2 TY P. - DOT CHORD 2X4 SO, PINE 2 N IVEDS 2X4 SO, PINE 3 7 J5 �f _IIIPJACK TOP CHORD LUMBER GRADE MAX NORMAL MAX HIPJACK SOFFIT WEIGHT -- `� _ J3 OVEURANG OVERHANG CORNER SCT -- LENC'1'II••' LENGTH"* 2 PSF 10 PSI' SETBACK �1 —H. o_� 10 2—OI-07 2 N ? N 1-09-00� 2-05-11 _j JL2Z 2—oto--00 2--09-15 I 2 DENSE 11 a3 ire I�i l'7 f` I`i PROVIDE UPLIFT CONNECTIONS A'r ©EARINGS AS INDICATED. UPLiF"T: 35(1J( 2O0# DW, LUT: -F ++ UPLIFT BAST 17 0I4 10.0 PSI: TOTAL DEAD .LOAD. WIND SPL'LD-1 10 (100) MPIL MEAN I"ICT=17.5 (30.0) Fr. ENCLOSED. (SEIC) PROVIDE UPLIFT C014NECTIOIIS AT BEARINGS AS INDICATED, UPLIFT: 5f30# <13o# -1 ++ OPTIONAL VERTICAL WED. IISF; 191"'�.'4 A I' 11W, LOC: + ++ F3O`I'1'f4Ni OF VERTICAL. tJSC vr2x4 /t'1' 101, UPLIFT BASED ON 10,0 PSF TOTAL DEAD LOAD. WIND OF VERTICAL Alil> DIACIONAL WEIi. SPL;F,D-120 NIPIL MEAN IIGT=22,Cf FT, ENCLOSED, (Si3C) J1 (-;) If3d 'rOl',11A11`i 35 *T fi•► J7 I Iz �--'` le rrzxd a 0 ALTERNATE t,L1AE)fii1; Tc DI 2U }.S rt:{ !'I,1� I)CDL_ 10 111,f 9-10-�1A UVEBE 3vPPOt1Ts 1 DUIt.I 1 �.____..1",__ END AND CORNER JACKS IIIPJACK `l'iil;l IIRA17111f1 [1I; I.A(T IIS'II795020 ;*!FAVI+1110•• SRUSSES RC9UIRE CXTRENE CARE {ii FABRICANIG,IIANIH_111G, 51UPPING, RISIALL11M' n o t' 1 L. 30 MAX r.,,I, PFI 1 NSD BRACIUG. REFER i0 NIR-91 tPW BUNG INSIALIAUG AND BRACING!,1'SSBLISPED BY IN 1IRUS5 �lr.f1{,f- 1 _ Pi.A1C RSSi1I tJi C. 583 D111IOFRJ❑ SIR,. SIttTE ZOR, FW 01 Sty t, Vt. 737191 Ff1R SNETY PRACIIE.CS 1iF'lt "�I' 1 —"� PRIIIR lU PCRFORNSIIG Ii[SE FU11ftIONS, lI4L(SS OIICRWISL INDICAM), TOP WORD SIMLL PAVE t p*•;t 1iC 171_ i -) MAX f'�I UAI(_ Ohl ;;,`?r ),1 VROPERLY ATTACHED SfRUCILIPAL PARELS AND BUTIL94 011190 SINU, HAVE A PRO11PLY AIIACHFD RIGID O to`, --- CEILING —91PURIA141— 1URNISO A COPY OF IDIS DESSCd1 IU WE WSTALLAM91 CIMPACION. No228 JI(; ITL It.1 h�ii UP'i11 X73 I ALPNE V*RCERER PRIRRCES IS. N1C. SMALL IV BE RPUISIOLL FOR ANY DEViAIIE71 fROfN MIS ♦y' y ��/� '• 1 - hT IKSUth ANY FAILURE 10 BUILT TSIE TRUS5ES 441 CEVOURHAKE VIM IP14 OR FADRIEAMIG. a • MMLING, SHIPPIIIG, INSIALLiNfi A11D BRAUM Or IRUSSES. DESIGN COIIFUPHS VI111 APPLICADLE PNOVISiOfNS Or NDS 14ATiDOAL 14ES1GN SPECIFICA11014 PUBLISPED BY 111E AHERICAN FOREST APD STATEf7F PAPER ASS0CIA111110 AHD 1P1. ALPI aE CERIHECTORS ARF MADE UE 20GA AS1N A651 GR.10 IIALV, StUL �i�. .� 1-jp '{(� MILD. rJJ 1.111%#'Sf i EPI AS NOILD. APPLY CUMILCIORS 1O EAEII FACE IT IRUSS AND.UIIESS IIPCRVISE LOCAIED 014017t-'��lt "`-"---�"—'--"`-"` -- S11K 0ES104, POS111011 CONNFEMAS PER DRAW11GS 160 A-1, WE SEAL Op !PSS DRAVDIG INDICATES 'C)j l IIUPFAC, i ;3 j -- ACCEPTANCE Or PRiYE5SIMAL CISC,U�CCRp+3 RCSP{TSSS{B4L fiY 'WILY ffIR WE TRUSS 1UPPNNC141 -- ---- — IICSiCJ4 511UVI4. INE SSfliAB1I IIY AISD USE if I111S CONPUNEW IN ANY PARIICLILAR RUILAING S1'l�cm(1 Jf E A130 VT, 1S TLS EI ]fi�IB�tY 1YF iIK,��jlp(((52111S1S�t PER AijKIMPI 1-1945 MclitYI ' CONVENTIONALLY FRAMED VALLEY DETAIL (A) 2X6 OR LARGER SP ##2 OR SPF #{1/#{2 VALLEY RAFTER PARTIAL FRAMING PLAN (B) 2X4 SP OR SPF ##3 CRIPPLE (MAX HEIGHT 6'-3") (C) 2X4 SP OR SPF ##3 CRIPPLE (MAX HEIGHT 6'-3") COMMON (D) 2X6 OR LARGER SP ##2 OR SPF #J1/##2 RIDGE RAFTER TRUSSES NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN AT 24" OC THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEY SUPPORTING TRUSS BRACING DETAILS. RAFTERS (B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE (B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. COMMON TRUSSES AT 24" OC (3) 16d BOX NAILS, (3) 16d BOX (2) 16d BOX NAILS, TOE-NAILED THRU TOE-NAILED (2) 16d BOX NAILS, NAILS, TOE-NAILED CRIPPLE INTO RIDGE BOARD TOE-NAILED -(3) 16d BOX NAILS (D) (A) (D) (3) 16d BOX NAILS RATED (A) (C) (B) SHEATHING (C) 4'0" TYP. (B) (3) 16d BOX GIRDER NAILS, TOE-NAILED (2) 16d BOX NAILS, TOE-NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS (3) 16d BOX NAILS, TOE-NAILED THRU CRIPPLE INTO RATED SHEATHING THIS DRAWING REPLACES DRAWING V105-CONN -WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS '.`EF{li�gy C LL 30 30 40 PSF REI- CONV. VALLEY PLATE INSTITUTE, 503 D'OtAFRtO DR., SUIT[ 200, MADISON, 141. 53719) FOR SAFETY PRACTICES p,�-.••jFIC,l� PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE �, QCf qj;.2 IC DL 20 15 7 PSF DATE 06 25 99 PROPERLY ATTACHED STRUCTURAL PANELS AND B0T70N CHORD SHALL HAVE A PROPERLY ATTACHED RIGIE —" - - - FILING. IMPORTANT. FURNISH A COPY OF TMIS DESIGN TO THE INSTALLATION CONTRACTOR. f V 140,228 �C DL 10 10 10 PSF DRWG VALCONVF0699 ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS --- DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, �: � •• 3C LL 0 0 0 PSF -ENG hILH KAR HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE _ PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLIS14CD BY TINE AMERICAN FOREST ANDS:TATE OF PAPER ASSOCIATIDN) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA AS1H A653 GR40 GALV, STEEL ?��},!� TOT.ID. 60 55 57 PSF EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON "psi'.OR THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. 714E SEAL ON THIS DRAWING INDICATES DU DUR.FAC. 1.25/1.33 1.1511.I5 ACCEPTANCE OF PROFESSIONAL. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGNSHOWN. THE SUITABILITY AND USE OF 71115 COMPONENT FDR ANY PARTICULAR BUILDING S-ACING SEE ABOVE THE III 4 f DESIGNER,PER iSECTION Back Qo magoscreen (GA[31_L, - 140 PIPIT, EXP B PART EPIC. OR EXP C. ENC.) Fill Did(', PREPARFD FROM COMPOII,R INPUT (InA)S 8 willm"loos) SI11311iIiLD 11 Ikf15S IIfR. IU Itl'II MIND, M.0 11 111 All IIGI, A.SCF 7 98, ENC.. IIIIIG, IOCAILO ANYIIHIRE BRACING OI:FIITIIIONS : III koOl ('AI 11, 1 X C„ I11NO 1(:111_-=!i.0 PSP, 4JIND HCIll-=5.0 ('SF. tit)II "Hill) ZONE" EXISTS lit" A[ 60111 ENDS 01 VtRT1CAl WIV 1.10 I[I'II MIND, M.0 I I III AN 1161, ASCE 7 98, PAR[. FDIC. 131 DG, IOCAM) ANY1,1111!RE (A) (1) 2X4 SP #3 "L" BRAC! . AIIACII UlI'll 0.1'213"X3" NAILS @ 2" O(:. IN IN ROOT , i.AI Ii, IX1' Il, 111 No ICDI_--b.0 PSF, W1111) UC,U[_=5.0 PSF. LNN ZONES; 4" (IC. ULIWLLN ZONES. 1111: Vi RI ICAI III WS I I SS THAN 4'0 W1X4 (U) (2) 2X4 SP //3 "1 " URACFS. AIIACII FACII 411111 0.128"X:3" FIA II 5 @ 3" 11C. III I OR VI RI I 411135 GRI AH k IIIAN 4'0" BUY NO IIORF TITAN 11'6": 412X4. ENE 7ONLS; 6" OC_ UEIWLEN IOI[S. FUR VI4i11 CAI. WL IS GRI AIFR IRAN 11'6": 412.!iX4. (C) (1) 2X6 SP {j7 N "I-" 13RACF. ATTACII W1111 0.1213"X3" NAII S @ 2" (K:. IN SPL ICE , PEAK, Alto 111.11 I'LAIIS 10 MAIQ1 COMMON TRUSS. END ZONES; 4" OC. UEIMN ZOPIFS. 1 UR Wfl A I I R CHORUS. (0) (2) 2X6 SP #2 N "L" BRACES. ATTACH EACH 01111 0.128"X3" NAILS @ 3" IW. IN FNO (ONES; 6" OC. BL141EEN ZONES. —�—_ DI?ul' f,ASfE 41 I LI SUPPi1tl 4'0" iII11100K(RS [doll 2'0" OVFRIIANG (DROP HEEL GABLE) -- -- - SPA(-1-11 21" O.C., OR IIII I.OAO Fliufl 12" DLYWOOD OVERHANG (NOMINAL III-El GABLE). SIND SPACING J BRACING IAM-E: ITIS lMUSS IIAS WIN DESIGNI.D 10 TRANSI ER All, HORIZONTAL WINO LOAD INTO TIIE ROOF 2X4 SP ff3 01F1_FC- (1) 2X4 2) 2X4 ( ) m; (2 2'Y,( +FII) (A 11 ING HIAPIIVAGMS. CONNI U IONS ANO OLSIGN (11 MESE SYSTEMS ARE TIIE 51110 l ION It() "L" BRACE 1_" RRACC "I " IIRYT "I_' BRP(F P,LSPUHSIIsIl-117 OF Illi_ It011OHIG IIFSIGNLR. SPACING CRITERIA BRACE 1YPE (A) TYPE (11) YPE (C) IPE (0) IOf III II GING ft SIGPH R IS RLSPONSIIll C I OR TIIE GABLE SHEAR WALI RESIGN, C111_ING 24" 1_/360 1 5" 4' 7" 5' 8" 7' 9" 9" NO k00I Si IF AIifING 1)1At,IIRAWI CONNLCIIONS, ANO A[_L II(USS T(1 [dAI L CONNECTIONS. ?4" I_/180 2' 2" 4'10" 7' 1" 1' 11^ 1 6" 16" L/3G0 1'10' 5' S" 6 9" 9' 4" 1 ' '�" 16 11111 Moll APA RAH D Sit[AIIIING PROPERLY ATTACHED WITH LONG DIPIENSION 16" 1 pso 2' 8" 6' V. 81 IN, I' 0" 1 S" Ill_RI'LNOIGUI All IU SUPI'ORIS_ 12" 1, 36(1 2' 2" G' 1" /' 7" 0' 5" I G" 12" 1BO 1" 7' 5" OVERHANG DETAIL — ++ III_FER fO IA131 E I"ull BRACING RFOI1IRFIl[NIS. j STEEPSR@4124" IN. TRUSSES @ 24" O.C. 1 0- + (TYP) INCLUDES MAX e FASCIA Al_T. GADLE SHAPES: :k {� d -- --- - --� - - Over Continuous Support U 200 FLF k k Piu e: All Plates Are 4!2X4 Except As Shown. GABLE PI_T Mi. Wave 11'1 -95 _ Design Criteria : TPI (STD) 19.5c QTY:I FLI-/6/ /E/-/- Shale_ '75 1RUSS REPAIR TC LL PSF RFF 8235 5'1531) IWIA ED IIIU;SI S EUM NE UPEFIIELY [VAI.IIATED 10 OFIFRNINF TIIE EXTENT 'IF DAIIACE � FC DL PSF DA I E t t /(J2 (1 t NII 1111 I[AS IIfII IfY OF IMPAIR. IPI OFIF EASES lit[ PRIIbEIII SOLUIi0t) IS 1t) SCRAP �010��. — ._-- - _- u - 1111 a MANED u '61'i Atli) n1IERNAI worm FIB[R DAMAGE. AND EXI:ESSIVE tlFl '1� DC DL PSF DPWwusl2 u77'�I(3'll CIMNECDIR !1MI.tiS IRIIII BEWIH1d OR SNUCK. CANNOT HE READILY DETECTED. 111EREFORE, ��"" J'"•� II IS III[At IIIA I ME Tltfl;ti FAElk ICAIOR AND BUILDING CONTRACTOR CONSIDER 111E � � ©C LL PSF Ill LIAR /[)L,l L L P I N L - I f.A;1 SF OF INE DAMACL IR 11IL Ik DECISION NIII TILER T9 REPAIR OR RFUUIID. - z :* TOT.1 D. 60.0 p�F SI (Irl ,�I Ln _ RLl�nll+ W-WE ilrnlu •1N HI 5 nLarlFl, APPLIES ONLY III nIDSF sFCltnnS of 111E lanss trn•, S OF t`v1l,uleE I' 10I"M[Ell BY IIIL IRW,S FIANNFACIIINFR 11) HAVE BEEN OADAUD. A 0IIAIIFIF0 1111RP PAkFY / • CORI�P:�w DUR FAC. 1 .25 _-.. --- ----. n uX�cred Products.1))c. IN,1�r�olil SIIALI CIIPCH lkn.• — Tldlnc•,C.11V'-I'I. 318-ia _ 10 NEI ERFttNC 7NC EXTENT 01- ANY FIIR7NFR WMAIJ 1>- ANY, fill VIVIFY il1A.l RII'Alkt 11641 BEFN 1410,1kRLD AS IIIDICAIFD SIN HITS DkANINC. SPD - .(oltlhrul�uE Aulh�u v.11iOn it 5G7 PIGGYBACK TRUSS DETAIL (PIGGYBACK PERP. TO TRUSSES BELOW) ' TOP CHORD 2X4 SP #2 OR BETTER. UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"--BRACT BOT CHORD 2X4 SP #2N OR BETTER. LENGTH OF WEB, PIGGYBACK WEB, SAME SPECIES AND GRADE OR BETTI',R, ATTA('IIPI) WEBS 2X4 SP #3 OR BETTER. WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS I ATERAL BRACING, ATTACH EACH PIGGYBACK TO EVERY SUPPORTING TRUSS,WITH: EQUALLY SPACED, FOR VERTICAL PIGGYBACK WEBS GREATER THAN 7'9". ** (2) 16d BOX (0.135" X 3.5") NAILS TOE-NAILED FOR MAXIMUM PIGGYBACK VERTICAL HEIGHT MAY NOT EXCEED 12'0". SBC 110 MPH, ASCE 7-93 110 MPH WIND OR THIS DETAIL IS VALID ONLY IF THE FLAT TOP CHORD OF THE: MAIN TRUSSES ASCE 7-98 130 MPH WIND. 15' MEAN HEIGHT, ENCLOSED WORKS WITH PURLINS SPACED AT 24" o.c. OR LESS BUILDING, EXP. B, RESIDENTIAL, WIND TC DL=5 PSF. W2X4 W4X4 i CUT FROM 2X6 OR LARGER AS REQ'D 4-0—o MAX OPTIONAL STUB OPTIONAL RIP 12 MAX.( W2X4 12 END DETAIL JOINT DETAIL � ' W2X4 W2X4 PIGGYBACK -----8-0-0 MAX SPACING 24" o.c. ADEQUATE Sl IPATHING 1 tty P.) PROPERLY ATTACHED TO 12 MAX.I— TOP CHORt). 4X VALLEY WIX3 6-0-0 WIX3 MAX SPACING) W2X4 W1X3 WIX3 16-0-0 MAX WIX3 _, I'OE--NAILED 12 12 MAX.1 4X4 MAIN TRUSS WIX3 65 MA7tlMUM SPAN f OF SUPPORTING TRUSS WIX3 6--0-0 WIX3 (MAX SPACING) W2X4 FOR TRUSSES & PIGGYBACKS WIX3 W5X4/SPL ]IlWIX3 24" o.c. (TyP.) �- 20-0-0 MAX 20' MAXIMUM PIGGYBACK AREA SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING A4,tttq ltt,ltttttl TC LL 30 REF PIGGYBAQ DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ` + �� p��!y� c DL ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID A DATE 08/20/02 CEILING. �� ;'�l��y �� - - - — BC DL lO �. [)RWG P[r;c,YBActcI�EI?t} ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. No 22839 f � BC LL QE_y/ - •'-•'—�,� BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO •moi: S. + � --ENG DR TATE `! REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND + TE OF , -� TOT LD 60 -- +HENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL 8E THE „ray. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE , r�Gt. ,3Rf L4�;++40" nipHANDLING, SHIPPING, INSTALLING, AND BRACING OF ��U} '•' '�` DURYAC.1.25fi.33 ^"rc ONLY TO DESIGN OF THE TRUSS A11g t��l. SPACING 24" M BOISE" BC CALC® 2002 DESIGN REPORT - US Monday,March 24,2003 14:41 File Double 1 3/4" x 14" VERSA-LAM(g)2900 SP Name - OOOBASE JOB : BM-04 Job Name - 32590 JOHN ROWAN Description - Address - LOT 6&7 ATLANTIC BEACH Specifier - City,State,Zip - Designer - RICHARD TINGLEY Customer - Company - LUMBER UNLIMITED Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - Standard Load-40 PSF 115 PSF Tributary 00-06-00 � s sus BO 2613 lbs LL 61 2150 lbs LL 1165 lbs DL 976 lbs DL Total Horizontal Length-14-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 14-00-00 40 PSF 15 PSF 00-06-00 100 Member Type: - Floor Beam 1 Unf.Lin. Load Left 00-00-00 10-04-00 365 PLF 150 PLF n/a 125 Number of Spans - 1 2 Unf.Lin. Load Left 10-04-00 14-00-00 194 PLF 80 PLF n/a 125 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 12831 ft-lbs 37.8% @ 125% 3 1 -internal Tributary 00-06-00 End Shear 3129 lbs 26.4% @ 125% 3 1 -Left Repetitive n/a Total Deflection U600(0.28") 40.0% 3 1 Construction Type n/a Live Deflection L/868(0.193") 41.4% 3 1 Max. Defl. 0.28"(Limit: 1") 28.0% 3 1 Live Load 40 PSF Span/Depth 12.0 1 Dead Load 15 PSF Part Load 0 PSF Duration 100 NOTES: Design meets Code minimum(L/240)Total load deflection criteria. Disclosure Design meets Code minimum(L/360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for 131 is 1-1/2". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+1/2 intermediate bearing particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC@,BC FRAMERO, BCI@, BC RIM BOARD TM, BC OSB RIM BOARDTm, BOISE GLULAMTM VERSA-LAMO,VERSA-RIM@, VERSA-RIM PLUS(@, VERSA-STRAND T-, VERSA-STUD@,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation, Page 1 of 1 a BOISE" BC CALC@ 2002 DESIGN REPORT - US Monday,March 24,2003 14:41 File Double 1 3/4" x 11 7/8" VERSA-LAM®2900 SP Name - OOOBASE JOB : BM-05 Job Name - 32590 JOHN ROWAN Description - Address - LOT 6&7 ATLANTIC BEACH Specifier - City,State,Zip - Designer - RICHARD TINGLEY Customer - Company - LUMBER UNLIMITED Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - 2 1 Standard Load-40 PSF 115 PSF Tributary 00-06-00 BO B1 2246 ibs LL 4489 lbs LL 984 lbs DL 2036 lbs DL Total Horizontal Length-15-03-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 15-03-08 40 PSF 15 PSF 00-06-00 100 Member Type: - Floor Beam 1 Unf.Area Load Left 00-00-00 15-03-08 30 PSF 12 PSF 09-01-08 125 Number of Spans - 1 2 Conc.Pt. Load Left 15-03-08 15-03-08 2243 lbs 1052 lbs n/a 125 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0112 Moment 12348 ft-lbs 49.6% @ 125% 3 1 -Internal Tributary 00-06-00 End Shear 2812 lbs 28.0% @ 125% 3 1 -Left Repetitive n/a Total Deflection U344(0.532") 69.6% 3 1 Construction Type n/a Live Deflection L/495(0.37") 72.6% 3 1 Max. Deft. 0.532"(Limit: 1") 53.2% 3 1 Live Load 40 PSF Span/Depth 15.5 1 Dead Load 15 PSF Part Load 0 PSF Duration 100 NOTES: Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum toad deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 2-1/4". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood' products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER@, BCI(@, BC RIM BOARD TM,BC OSB RIM BOARD TM,BOISE GLULAMT"' VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUSO, VERSA-STRAND TM VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 M BOISE" BC CALC®2002 DESIGN REPORT - US Monday,March 24,2003 14:41 File Double 1 3/4" x 14" VERSA-LAM® 2900 SP Name OOOBASE JOB :BM-06 Job Name - 32590 JOHN ROWAN Description Address - LOT 6&7 ATLANTIC BEACH Specifier - City,State,Zip - Designer - RICHARD TINGLEY Customer - Company LUMBER UNLIMITED Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc \2 1 Standard Load-40 PSF i 15 PSF Tributary 00-06-00 BO 2834 lbs LL B1 1266 lbs DL 4421 lbs LL 2011 lbs DL Total Horizontal Length-17-04-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 17-04-00 40 PSF 15 PSF 00-06-00 100 Member Type: - Floor Beam 1 Unf.Area Load Left 00-00-00 15-03-08 30 PSF 12 PSF 09-01-08 125 Number of Spans - 1 2 Conc.Pt. Load Left 15-03-08 15-03-08 2722 lbs 1233 lbs n/a 125 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 19789 ft-lbs 58.3% @ 125% 3 1 -internal Tributary 00-06-00 End Shear 6384 lbs 53.9% @ 125% 3 1 -Right Repetitive n/a Total Deflection 0304(0.684") 78.9% 3 1 Construction Type n/a Live Deflection L/440(0.472") 81.7% 3 1 Max. Defl. 0.684"(Limit: 1") 68.4% 3 1 Live Load 40 PSF Span/Depth 14.9 1 Dead Load 15 PSF Part Load 0 PSF Duration 100 NOTES: Design meets Code minimum(L/240)Total load deflection criteria. Disclosure Design meets Code minimum(L/360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 2-1/8". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+1/2 intermediate bearing particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC@,BC FRAMER®, BCI@, BC RIM BOARD T-, BC OSB RIM BOARDTM, BOISE GLULAMTM, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS®, VERSA-STRAND TM, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation, Page 1 of 1 M BOISE. BC CALCO 2002 DESIGN REPORT - US Monday, March 24,2003 14:41 File Double 1 3/4" x 16" VERSA-LAM@) 2900 SP Name - OOOBASE JOB : BM-07 Job Name - 32590 JOHN ROWAN Description - Address - LOT 6&7 ATLANTIC BEACH Specifier - City, State,Zip - Designer - RICHARD TINGLEY Customer - Company - LUMBER UNLIMITED Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - 177-7 1 1 j I j j j I j 121 Standard Load-40 PSF i 15 PSF Tributary 00-06-00 F_v ten;., �• ... .. •� P BO B1 2243 lbs LL 2722 lbs LL 1052 lbs DL 1233 lbs DL Total Horizontal Length-18-03-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 18-03-00 40 PSF 15 PSF 00-06-00 100 Member Type: - Floor Beam 1 Unf.Lin. Load Left 00-00-00 08-03-00 194 PLF 80 PLF n/a 125 Number of Spans - 1 2 Unf.Area Load Left 08-03-00 18-03-00 30 PSF 12 PSF 10-00-00 125 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 16882 ft-lbs 38.6% @ 125% 3 1 -Internal Tributary 00-06-00 End Shear 3337 lbs 24.7% @ 125% 3 1 -Right Repetitive n/a Total Deflection L/522(0.419") 46.0% 3 1 Construction Type n/a Live Deflection L/761 (0.287") 47.3% 3 1 Max. Defl. 0.419"(Limit: 1") 41.9% 3 1 Live Load 40 PSF Span/Depth 13.7 1 Dead Load 15 PSF Part Load 0 PSF Duration 100 NOTES: Design meets Code minimum(L/240)Total load deflection criteria. Disclosure Design meets Code minimum (L/360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 1-1/2". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC@, BC FRAMER@, BCI®, BC RIM BOARDTM, BC OSB RIM BOARDTM,BOISE GLULAMT"" VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRANDT"" VERSA-STUD@,ALLJOIST@ and AJSTM are registered trademarks of Boise Cascade Corporation. Page 1 of 1 M BOISE' BC CALC@ 2002 DESIGN REPORT - US Monday, March 24,2003 14:41 File Double 1 3/4" x 11 7/8" VERSA-LAM® 2900 SP Name - OOOBASE JOB : BM-08 Job Name - 32590 JOHN ROWAN Description - Address - LOT 6&7 ATLANTIC BEACH Specifier - City,State,Zip - Designer - RICHARD TINGLEY Customer - Company - LUMBER UNLIMITED Code reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc - 1 Standard Load-40 PSF 15 PSF Tributary 00-06-00 Az ka t' x x 3 as .r ..� �.- . �» BO B1 2054 lbs LL 2054 lbs LL 898 lbs DL 898 lbs DL Total Horizontal Length-13-09-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 13-09-00 40 PSF 15 PSF 00-06-00 100 Member Type: - Floor Beam 1 Unf.Area Load Left 00-00-00 13-09-00 30 PSF 12 PSF 09-03-08 125 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 10149 ft-lbs 40.8% @ 125% 3 1 -Internal Slope 0/12 End Shear 2527 lbs 25.2% @ 125% 3 1 -Left Tributary 00-016-00 Total Deflection L/466(0.354") 51.4% 3 1 Repetitive n/a Live Deflection L/670(0.246") 53.7% 3 1 Construction Type n/a Max. Defl. 0.354"(Limit: 1") 35.4% 3 1 Span/Depth 13.9 1 Live Load 40 PSF Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2", the input must be verified by anyone Minimum bearing length for B1 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing evidence of suitability for a. particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER@, BCI@, BC RIM BOARDT-, BC OSB RIM BOARD TM, BOISE GLULAMT"' VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND T-, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 (3259OB-JOHN ROWAN - A14) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 :T2 2x6 SP #1 Dense: 120 mph wind, 23.10 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located :T4 2x4 SP #1 Dense: :T6 2x4 SP #2 Dense: anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 Bot chord 2x6 SP #2 psf. Webs 2x4 SP #3 Boston hip supports 2-0-0 jacks to BC. TC supports 2-0-0 overhang. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/240 live and L/180 total load. Creep increase TC 50 -2.08 2.00 factor for dead load is 1.00. TC 9 2.00 2.79 TC 75 2.79 4.50 SEE DWG GBLLETIN1001 FOR ADDITIONAL REQUIREMENTS. TC 75 2.79 5.76 TC 75 4.50 5.84 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE TC 75 5.76 7.09 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND TC 75 5.84 7.17 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS TC 75 7.09 8.42 LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE TC 75 7.17 8.50 DESIGNED BY THE BUILDING DESIGNER. THIS TRUSS IS DESIGNED TC 75 8.42 9.76 TO CARRY IN PLANE LOAD ONLY. ANY LATERAL LOAD FROM WIND MUST TC 75 8.50 9.84 BE TRANSFERED TO THE ROOF AND CIELING DIAPHRAGMS. TC 75 9.76 11.09 TC 75 9.84 11.17 TC 75 11.09 12.42 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. TC 75 11.17 12.50 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. TC 75 12.42 13.76 TC 75 12.50 13.84 TC 75 13.76 15.03 TC 75 13.84 15.17 5X5= T4 5X5= 5X5= TC 59 15.03 19.97 ,ADJACENT TRUSS ROOF PLANE TC 59 15.17 19.98 + + + ,ADJACENT TC 68 19.98 21.16 8 2.5X4 41 n 8 r + `r 2.5X4 = -0-8 1.5 X 4 DJACENT TRUSS ROOF PLANE 6X8= +4 4-6+ 8 �'++ AAI- + 8 + Ll+ ---T2+ T ------ ------- - - - - - +T6 1 8 7 + 8 r18-7-6 4X7 (R) III 2.5X4 �i 3X7= 3X4- T r C' 3X5(Al) 6X7 (R) III 3X4= 10X10 =3X7 3X5 (A5R) 2X6 III 3X4= 5X6(R) III 3X4= �. 2-0-06-0 19-8-12 -1 2 0-0 2-0-0 0 6 5 Y I I 19-3-124 614 36-Z-1- 7-0-0 u 7-6-0 J 35-0-0 Over 3 Supports 6 R=1826 U=180 W=3.5" R=2504 U=180 W=5.5" R=1407 U=180 W=5.5" Note: All Plates Are W1.5X3 Except As Shown. - A14 PLT TYP. Wave TPI 95 Design Crit: TPI Shown. ( 6.13 QTY: FL/-/4/-/E/-/- Seale =.125 Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R235- -23277 BRACING. REFER TO 416 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 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,` T C D L 7.0 P S F DATE 03/27/03 STRUCTORAE PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. - ,,II� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 'l� BC DL 5.0 P S F D R W HCUSR235 03086456 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �IC •�;.•� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND PPP ALPINEBRACING OF TRUSSES. THIS DESIGN CONFORMS HITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN =+ _ BC LL 10.0 PSF HC ENG CR/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �¢ TOT.L D. 42.0 P S F S E Q N- 64887 i CONNECTORS ARE MAGE 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 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �j�••• I�'1 �OQ•:•��j O U R.FAC. 1.2 5 F ROM R C T AIp111C EngIt1CC[Ed IXrOdUCtS,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS i S •t•�� AamesCity,FI, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar` RE®3EN SPACING 24.0" JREF - 1SIF235_Z16 FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (32590B-JOHN ROWAN - A15) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 :T2, T4 2x8 SP #1 Dense: 120 mph wind, 23.10 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x8 SP #1 Dense 23 2x4 SP #2: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 Webs 2x4 SP #3 psf, wind BC DL=3.0 psf. Calculated horizontal deflection is 0.17" due to live load and 0.11" IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: due to dead load. CHORD SPACING(IN OC) START(FT) END(FT) TC 42 -2.08 14.50 Trusses to be spaced at 16.0" OC maximum. TC 72 14.50 20.50 TC 42 20.50 37.08 Collar-tie braced with continuous lateral bracing at 24" OC. or rigid BC 95 0.29 23.00 ceiling. BC 95 13.33 21.67 BC 95 23.00 34.71 BC attic room floor loading: LL = 40.00 psf; DL = 10.00 psf; from 10-0-0 to 25-0-0. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.00. 5X7(R) \\\ 3X7= 5X7(R) /// 3X9= 3X9= 3X4= B3 3X4= 3X9111 3X9111 1.5X3 III T 10X10 0� 8 (- 10X10 i T2 8 7-10-12 10-0-7 15-0-0 LH u 18-7-6 1.5X3 III 4X1O(R) III 6X6= 1.5X3 III 4X5(Al) = 6X6= 4X10(R) III 4X5(Al) 2L D-OJ1_2-0-0J 14-6-0 _I_ 6-0-0 _i_ 14-6-0 J 35-0-0 Over 2 Supports J R=1730 U=898 W=5.5" R=1730 U=898 W=5.5" PLT TYP. Wave TPI 95 Design Crit: TPI STD AFLBC 6.13 QTY:13 FL/-/4/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REO UIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R235--23278 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO ;„y�w..yy TC DL 7.0 PSF DATE 03/27/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEiI .�'" STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '. **IMPORTANT*' FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �• T�+' B C D L 5.0 P S F D R W HCUSR235 03086441 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 4S� r.• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR fABR]CATING, HANDLING, SHIPPING, INSTALLING AND ••• B C L L 10.O P S F HC-ENG C R/MMA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 82 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AAE MADE OF 20GA ASTM A653 GR40 GALV. ST€EL, EXCEPT AS NOTED. APPLY CONNECTORS It) T 0 T.L D. 42.0 P S F S E Q N.-- 64824 TE Of EACH FACE OF Tft USS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i iv%. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S C '., �RIQQ;.•�� OUR.FAC. 1.25 FROM RCT 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 Marg R�B EN SPACING 16.0 JREF 1S1F235_Z16 FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (32590B-JOHN ROWAN - A15 Alt Bearing) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 :T2, T4 2x8 SP #1 Dense: 120 mph wind, 23.10 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x8 SP #1 Dense :B3 2x4 SP #2: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 Webs 2x4 SP #3 psf, wind BC DL=3.0 psf. Calculated horizontal deflection is 0.17" due to live load and 0.11" IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: due to dead load. CHORD SPACING(IN OC) START(FT) END(FT) TC 51 -2.08 14.50 Trusses to be spaced at 16.0" OC maximum. TC 72 14.50 20.50 TC 55 20.50 37.08 Collar-tie braced with continuous lateral bracing at 24" OC. or rigid BC 120 0.73 20.15 ceiling. BC 120 13.33 23.00 BC 120 20.21 21.67 BC attic room floor loading: LL = 40.00 psf; OL = 10.00 psf; from BC 120 23.00 34.71 10-0-0 to 25-0-0. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.00. 5X7 (R) \\\ 3X7=- 3X45X7(R) 3X7 X7= 2X6111 B3 3X4 1.5 X 3 III 2 X 6 III 10X1011 T 8 F- T2 7-10-12 10-0-7 8 10X10 0� 15 O-0 Ea M �18-7-6 1.5X3 1112.5X4 = 6X7= 2.5X4 = 1.5X3 111 4X5(Al) 6X7- 4X5(Al) L2-0-01-6-0, �E 19-7-12 1 � 14-6-0 I 6-0-0 I 14-6-0 1 35-0-0 Over 3 Supports R=1293 U=828 W=5.5" R=1087 U=201 W=3.5" R=1095 U=777 W=5.5•' ( A15 Alt Bearing) PLT TYP. Wave TPI 95 Design Crit: TPI STD)/FLBC 6.13 QTY:1 FL/-/4/-/E/-/- FL 4 E - Scale xCxRS REQUIRE IETLFABRICATION, HANDLING, SHIPPING, INSTALLING REFERTOHIB91 (HANDLNGINSTALLING AND BRACING) PUBLISHED BTPI (TRUSSPATE TC LL 20.0 PSF =.1875 Ft. REF R235--23279 INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO _rMN+AMN T C D L 7.0 P S F DATE 03/27/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IND IC ATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��l "'�/��• "IMPORTANT" FURNISH ABC OPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Qj' r B C D L 5.0 P S F D R W HCUSR235 03086442 PRODUCTS, INC. SHALL NOT E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE Tu BUILD TME TRUSSES IN CONEONMANCF WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND :•t1•••• 1� . ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN =* i BC LL 10.0 P S F HC-ENG CR/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE `t CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GALV. STEEL,.EYCE PT AS NOTED. APPLY CONNECT 0RS 10 � =Q TOT.LD. 42.0 P S F S E ON- 64827 EACHFACDRAWL NGSE160 AOF R USSR AND HHEUNITES SEALSONT THISSE DRAWINGED INDIOCATESSACD,CEPTANCEOOFTION PROFESSIONALORS PER ENGINEERING • �v Alpine Engineered Products,Inc. RESPONS181I[IY SoTELr FOR THE TR coMPONfNT DESIGN snoWN. THE SUITABILITY ANO use OF IRIS L tS`'....... OR10"o** D U R.FAC. 1.25 FROM R C T FIalnes City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a r; HD EN�'� FLCertifcateofAuthOnzation#567 ANS17TPI 1-1995 SECTION 2. w SPACING 16.0" JREF - 1S1F235_Z16 (325908-JOHN ROWAN - A16) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. �1 Top chord 2x4 SP #2 :T2 2x8 SP #1 Dense: 120 mph wind, 24.10 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x8 SP #1 Dense :132 2x4 SP #2: :B3 2x8 SP #2: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 Webs 2x4 SP #3 :W1 2x6 SP #2: psf, wind BC DL=3.0 psf. :Lt Bearing Leg 2x6 SP #2: (A) scab brace. 80% length of web member. Same size, species & grade Collar-tie braced with continuous lateral bracing at 24" OC. or rigid or better. Attach with 10d nails @ 6" OC. ceiling. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: (B) 2X8X13' SP #1 DENSE (OR BETTER) SCAB. ATTACH SCAB TO CHORD SPACING(IN OC) START(FT) END(FT) ONE FACE OF THE CHORD WITH 10d COMMON NAILS SPACED TC 58 0.00 4.04 4.0" O.C. BC 60 0.46 11.83 POSITION SCAB AS SHOWN. BC 60 0.46 8.21 BC 60 11.83 21.25 4X7 (R) III BC attic room floor loading: LL = 40.00 psf; DL = 10.00 psf; from 0-9-0 to 11-6-8. 8 r- 3X10= Deflection meets L/108 live and L/69 total load. Creep increase factor 4X12 for dead load is 1.00. 3X14= B2 T2 3 X 9 III 4X5= B) W1 8-2-2 3X4 III 8 10X10 7-10-12 (A) 10-7-8 19-9-6 4X10 u 18-7-6 3X12 IIIB3 4X8(R) III 10X10 3X5(Al) 0-5-812-0-0 Iri 1— 3-7-0 _1_ 17-6-0LE J 21-6-8 Over 2 Supports R=2073 U=1030 W=3.5" R=1411 U=932 W=5.5" PLT TYP. Wave TPI 95 Design Crit: TPI STD AFLBC - 6.13 OTY:5 FL/-/4/-/E/-/- Seale -.1875"/Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND �^ TC LL 20.0 P S F R E F R235- -23280 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEL (TRUSS PLATE INSTITUTE, 583 D'0NO FRIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROP Eft LY ATTACHED t TC DL 7.0 P S F DATE 03/27/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *'IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED }�r' 7 B C D L 5.0 P S F D R W HCUSR235 03086488 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �:G��•• ••••� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND i ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN I t* BC LL 10.0 P S F HC-ENG CR/MMA SPECIFICATION PUBLISHED aY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TEL ALPINE ! i CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL., EXCEPT AS NOTED. APPLY CONNECTOR$ TO ip'e �. tjQ' T 0 T.L D. 42.0 P S F S E Q N- 64841 EACH FACE OF TRUSS, AND UNLESS OTHERWISE IF ON THIS DESIGN, POSITION CONNECTORS PER �% / OR AWL NGS 160 A Z. THE SEAL ON THIS BRA INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��/s:F(QR�Q�:'�w O D R.FAC. 1.25 FR0M R C T E�IP111liainees C�FLed 33d3844 Products,Inc. RESPONSIBCOMPONENT FORM ANYELY FOR PARTICULAR BUILDINGUSS C IS IIS THETDESIGN SHOWN. THE REESPONSIBILLITY OF THE BUILDING[TY DESIGNUSE NER, PER THIS PL Certificate ofAuthoIization#567 ANSI/TPI 1-1995 SECTION 2. Mar SPACING SPACING 24.0" JREF - 1S1F235_Z16 (325906-JOHN ROWAN - A17) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 120 mph wind, 23.10 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 Webs 2x4 SP #3 :W11 2x4 SP #1 Dense: psf. In lieu of rigid ceiling use purlins to brace BC, including chord IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ends. See other bracing notes for more details. CHORD SPACING(IN OC) START(FT) END(FT) TC 48 -2.08 1.41 Shim all supports to solid bearing. TC 48 0.33 1.76 TC 72 1.76 15.03 SEE DWG GBLLETIN1001 FOR ADDITIONAL REQUIREMENTS. TC 59 15.03 19.97 TC 75 19.97 32.76 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE TC 60 32.76 34.66 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND TC 60 32.76 37.08 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS BC 55 0.33 17.94 LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE BC 75 17.94 34.66 DESIGNED BY THE BUILDING DESIGNER. THIS TRUSS IS DESIGNED TO CARRY IN PLANE LOAD ONLY. ANY LATERAL LOAD FROM WIND MUST DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. BE TRANSFERED TO THE ROOF AND CIELING DIAPHRAGMS. 3 X 3 5X5= 2.5X4 = 5X5= + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 2.5X4 �i 8 r � 8 2.5X4 % 3X3% 3X3�� 3X3= 3 X 8 3 X 3 R A 3X3�� 18-7-6 + + + + + + + + + + + 2.5X4 = 30= 2X4111 _BALLOON FRAMING REQUIRED 2 X 4 III 2.5X4 Ill R=899 U=1142 W=3.5" R=96 PLF U=72 PLF W=17-4-0 12-0-OI 60. 1-4-01-4-0' 1 ^' " 01-4-01-4-(1-4-(1-4-(1 25-10-0 7-10-1 L,3-0-5 15-0-5 _1_ 4-11-6 _I_ 15-0-5 1 18-1-0 1 - 16-11-0 fF 35-0-0 Over 2 Supports J Note: All Plates Are W1.5X3 Except As Shown. A PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.13 QTY:i FL/-/4/-/E/-/- Scale =.187-5" Ft **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND C BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC ILL 2 0.0 P S F R E F R235-23281 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 t1 T C D L 7.0 P S F DATE 0 3/2 7/0 3 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �.1'•�,.t`>'• �//. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED \�FL1C /f�_ B C D L 5.0 P S F D R W HCUSR235 03086489 PRODUCTS, INC. SHALL NOT BE ftESPOI BLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ��FF• � 'q •�.ti BUILD THE TRUSSES IN CONFORMANCE WIiH TEL OR FABft ICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIDN S t S BC ILL 1O.0 P S F HC-ENG CR/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _ CONNECTORS ARF MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, E%OFPT AS NOTED. APPLY CONNECTORS TO 9`. ' =`¢ TOT.L D. 42.0 P S F S.E Q N- 64879 EACH FACE OF YR USS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, PUSItION CONNECTORS PF.R DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE THE OF PROFESSIONAL ENGINEERING iV/�1 QFC••141 '�ti O U R.FAC. 1.25 F R 0 M R CT E�IplllHaimEngs C`C'y,FLProducts,3388I11C. COMPONENT I FOR YANYY LELY FOR PARTICULAR E B U IUDINGO IS THE TRDESPONSIBIGN OL w NY OF THE BUILDING DESIGNER, PER TH CS ��,�,�� FI.CertifrcateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. Mar�'`�� ,. SPACING 24.0" JREF - 1S1F235_Z16 (32590B-JOHN ROWAN - A18) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 :T1 2x4 SP #1 Dense: 120 mph wind, 23.10 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located :T2 2x4 SP #2 Dense: anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 Bot chord 2x4 SP #2 psf. Webs 2x4 SP #3 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.074' (A) Continuous lateral bracing equally spaced on member. Or 1x4 "T" brace. 80% length of web member. Same species & grade or better, In lieu of rigid ceiling use purlins to brace BC, including chord attached with 8d nails @ 6" OC. ends. See other bracing notes for more details. Shim all supports to solid bearing. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. TC 75 -2.08 14.50 TC 72 14.50 20.50 TC 48 20.50 37.08 BC 89 0.00 17.79 BC 51 17.94 34.71 5X6= 1.5X3 III 5X6= 2.5X4 5 X 4 5X5T2 5 X 5 8 r (A) —1 8 2.5X4 a (A) 6-10-5 4X411 TI 5 2.5X4 18-7-6 1.5X3 III 2.5X4 = 2.5X4 = 3X4(Fl) 2.5X4(C6) 3X7(C6) I20016017-4-12 _I IEool ,�. L 14-6-0 _I_ 6-0-0 _�_ 14-6-0 ( 18-1-0 T 16-11-0 35-0-0 Over 3 Supports R=882 U=1101 W=3.5" R=1444 U=720 W=5.5" R=839 U=1064 W=5.5" PLT TYP. Wave TPI 95 Design Crit: TPI STD AFLBC 6.13 QTY:5 FL/-/4/-/E/-/- Scale =.1875" 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 R 2 3 5--23282 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO qy T C D L 7.0 P S F DATE 03/27/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �•�••�• �� **IMPORTANT** FURNISH A COPY OF TM[S DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 5. P S F D R W HCUSR235 03086443 PRODUCTS, INC. SHALL NOT BE 0.ESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO •'�•y�� •�y BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND t V � B C L L 1 0.0 P S F HC-ENG C R/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN * j SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AT •+ CON AAE MADE OF 20GA ASTM "53 GN 40 GALV. STEEL, E%CEPT AS NOTED. APPtY CONNECTORS TO .5 S ^r V TOT LD. 42.0 PSF SEQN- 64862 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Vr DRAWINGS 160 A-Z. THE SEAL ON THIS Dft AWI NO INDICATES Af.CEPiANCE OF PROFESSIONAL ENGINEERING _� Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS i/s'•�1l)AI�P`��' D U R.FAC. 1.25 FROM R C T Haines City,F1, 33844 COMPONENT FOR ANY PARTICULAR BUILDING I5 THE RESPONSIBILITY OF THE BUILDING OFSTONER, PER Pian AE�EN SPACING 24.0" JREF 1S1F235_Z16 Fl,Certificate ofAuthorizahOn#567 ANSI/TPI 1-1995 SECTION 2. (325908-JOHN ROWAN - A19) [HIS DWG PREPARED FROM COMPUTER INPUT ([DADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense :T2, T4 2x4 SP #2 Dense: 120 mph wind, 23.10 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not :T3 2x4 SP #2: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-4.0 Bot chord 2x4 SP #2 psf, wind BC DL=3.0 psf. Webs 2x4 SP #3 Calculated horizontal deflection is 0.73" due to live load and 0,29^ IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: due to dead load. CHORD SPACING(IN OC) START(FT) END(FT) TC 30 -2.08 14.50 Deflection meets L/240 live and L/180 total load. Creep increase TC 31 14,50 20.50 factor for dead load is 1.00. TC 30 20,50 37.08 BC 38 0.29 34.71 WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 5X8= 1.5X3111 5X8= T3 2.5X4% T4 2.5 X 4 T2 6XB= 8 E- 5 X 5 5X52.5X4 2.5X4 5X5�� 5 5 '- 2.5X4 2.5X4 18-7-6 3X9(B5R) 3X9(B5R) 2� o-O� 2IE-0- 1 I_ 14-6-0 _1_ 6-0-0 _L 14-6-0 � 17-6-0 T 17-6-0 -- � 35-0-0 Over 2 Supports � R=1582 U=1347 W=5.5" R=1582 U=1347 W=5.5" PLT TYP. Wave TPI 95 Design Crit: TPI STD Al( 6.13 OTY:5 FL/-/4/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANC T C L L 2 0.0 P S F R E F R235--23283 BRACING. REFER TO DID 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 0 3/2 7/0 3 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T0P CHORD SHALL HAVE PROPERLY ATTACHED VQn�/ STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. VGA- -'-�7 //, `*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Q'��F1C I B C D L 5.0 P S F O R W HCUSR235 03086444 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO :lG�.... ••*•r� BUILD THE TRUSSES IN CONED MANCE WITH IPI', OR FABRICATING. HANDLING, SH IPPIN6, INSTALLING ANU ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS TO DESIGN B C L L 1 0.0 P S F HC-ENG C R/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANB TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST M.A653 GR40 GALV. STEEL, EXCEPT AS NOTED. -APPLY CONNECTORS TO =�•, - OF Q T 0 T.L D. 42.0 P S F SE Q N 64855 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ;1��• Alpine Engineered Products,Inc. RESPONSIB OTY SOLELYTFORSTHE TRUSSICOMPONEN7 DEDSIGNTSHOWNCEPTATHE 4UITABILITYOAND USEIOFERH S �Sj ORIaP �sk� DRAW NOS RA IN ': DUR.FAC. 1.25 �RORCT Flalnes City,FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar 2'�A6®EN SPACING 24.0" 1S1F235_Z16 FL Certificate ofAuthorizatlon#567 ANSI/TPI 1.1995 SECTION 2. ••y�••,�.. (325908-JOHN ROWAN - A20) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense :T3 2x4 SP #2: 120 mph wind, 24.10 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-4.0 Webs 2x4 SP #3 psf, wind BC DL=3.0 psf. :Rt Bearing Leg 2x6 SP #2: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/240 live and L/180 total load. Creep increase CHORD SPACING(IN OC) START(FT) END(FT) factor for dead load is 1.00. TC 47 -2.08 17.50 TC 36 17.50 20.00 BC 38 0.29 17.50 BC 27 17.50 19.54 4X4= 4X8�� 8 T3 2.5X4 % T 2-1I0-10 26-1-3 1 5X40 8 r 5 `- 6X7- 2X6= 1.5X3 III 5 2.5X4 18-7-6 2X6(F1) 1_2-0-0. 0-5-8 T7 17-6-0 i 2 o a 4 fE 20-0-0 Over 2 Supports— J R=965 U=787 W=5.5" R=828 U=1050 W=3.5" ( A20) PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.13 QTY:5 FL/-/4/-/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 R235--23284 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INST ITUTF, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PR[OR TG T C D L 7.O P S F DATE 03/27/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .` STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Y�`.••••., �/. _IMP IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � �a'`1F(C`'�• BC D L 5.0 P S F D R W HCUSR235 03086445 PRODUCTS, INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TG ); BUILD THE TRUSSES IN CONFORMANCE WITH TPI; ON FABRICATING, HANDLING, SHIPPING, INSTALLING AND t B C L L 1 0.0 P S F H C-E N G C R MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN r / SPECIFICATION PIYBLI SHED 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 i'p• OF Q TOT.L D. 42.0 P S F S E A N 22246 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �f ••• t DRAW 11, 160 A Z. THE SEAL ON THIS DRAWING INDICgTES ACCEPTANCE OF PROFESSIONAL ENGINEERING Vf�j 0RA'Ok �v O U R.FAC. 1.25 FR0M R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS (\ HameSCity,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar 2 SPACING 24.0" JREF - 1S1F235_Z16 FL Certificate of Authorization✓]567 ANSI/TPI 1-1995 SECTION 2. •• w (325908-JOHN ROWAN - A21) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 120 MPH WIND, 29.31 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND TCDL=4.0 WEBS 2x4 SP #3 :Wl 2x4 SP #1 Dense: PSF, WIND BCDL=3.0 PSF. :Rt Bearing Leg 2x6 SP #2: IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC, INCLUDING CHORD LEFT END VERTICAL NOT EXPOSED TO WIND PRESSURE. ENDS. SEE OTHER BRACING NOTES FOR MORE DETAILS. 4X4=— IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) —� 8 TC 58 0.00 4.04 8 TC 36 4.04 6.54 4X8�� BC 50 0.15 4.04 BC 27 4.04 6.08 4xa DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 2-10-10 SHIM ALL SUPPORTS TO SOLID BEARING. 26-1-3 1-2-13 w 1 5 1.5X3 M 8-2-2 3X3, 6X6= 2X6= 4-4-7 19-9-6 R=273 U=236 W=3.5" R=277 U=312 W=3.5" 0-5-8 ISI 4-0-8 2-0-8 4-0-$ 2-0-8 �_6-6-8 Over 2 Supports —� ( 23285--A21) PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.13 OTY:2 FL/-[4/-/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 R235--23285 BRACING. REFER TO HIM 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR To �re�r"aft PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATIACHEI` 7r'Ly ]�a�� TC DL 7.0 P S F DATE 03/27/03 STRDC TURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. c _IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE IN57ALLATION CONTRACTOR. ALPINE ENGINEERED • Sof BC D L 5•0 PSF F O R W HCUSR235 03086490 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO . �••�••F 8U ILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FA8R ICATI Nf,, HANDLING, SHIPPING, INSTALLING AND j • c YA L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i r € B C L L 10.O P J F H C E N G CR/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE f,ONNFCTORS ARE MADE OF 20GA ASTM A653 GR'0 GALY. STEEL, E%CEPT AS NOTED. AP PL.Y CONNECTORS Tp €� TOT.LD. 4 2.0 PSF S E A N- 14076 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ^'.• DRAWINGS 160 A-2, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROCESSIONAL ENGINEERING :C/s•,�� QQ''t1�4 DUR.FAC 1.25 FROM RCT Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS t \ II3IIICSCity,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar' ��G SPACING 24.0" JREF - 1S1F235_Z16 FL Certificate ofAuthoriZation#567 ANSI/TPI 11995 SECTION 2. •„• (325908-JOHN ROWAN - A22) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 120 mph wind, 29.31 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 Webs 2x4 SP #3 psf, wind BC DL=3.0 psf. :Lt Bearing Leg 2x6 SP #2: :Rt Bearing Leg 2x6 SP #2: (A) Continuous lateral bracing equally spaced on member. 4X4=_ (B) Continuous lateral bracing equally spaced on member. Or 1x4 "T" brace. 80% length of web member. Same species & grade or better, 8 attached with 8d nails @ 6" OC. 8 F— 4 X 8 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 4X8�i CHORD SPACING(IN OC) START(FT) END(FT) TC 58 0.00 4.04 TC 36 4.04 6.54 7- BC 67 0.46 6.08 2-10-10 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 2X6= *26-1-3 (B) 2 X 4 III 8-2-2 (A) 19-9-6 2X6= 2X4111 3X7= 2X4111 R=275 U=180 W=3.5" R=275 U=418 W=3.5" 0-5-8 0-5-8 1� 3-7-0 _1,2-0-8,1 6-6-8 Over 2 Supports ( A22) PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.13 QTY:2 FL/-/4/-/E/-/- Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HI8 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R235-23286 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TUP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 03/27/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `•Lf. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ` BC DL 5.0 P S F D R W HCUSR235 03086446 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO •�1F�••••'. BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND fj Cir'� ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN =+ f �•: BC LL 10.0 PSF HC ENG CR/MMA SPECfFICATION PUBLISHED BY THE AMERICAN FOREST AND PAP Eft ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM.A653 GR4O GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 10 A J TOT.L D. 42.0 P S F S E Q N- 22239 EACH FACAWIN GSE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, EDS III GN CONNECTORS PER Alpine Engineered Products,Inc. RESPONSIBILOOITY SOLELYTHE FORSEA ON THE TR US SICOMPONENT DESSIGNS DRAWING TSHOWNCEPTATHE NCEOSUITABILITYOAND USENAL IOFERHIS 3i PS''.-dR-OQ= D U R FAC. 1.2 5 FROM RCT Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OE SIGNER, PER Mar' R�ENG\ SPACING 24.0 JREF 1S1F235_Z16 FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (325908-JOHN ROWAN - B23) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 120 mph wind, 25.56 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 Dense anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL-3.0 Webs 2x4 SP #3 psf. (A) Continuous lateral bracing equally spaced on member. Or 1x4 "T" IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: brace. 80% length of web member. Same species & grade or better, CHORD SPACING(IN OC) START(FT) END(FT) attached with 8d nails @ 6" OC. TC 60 0.00 18.58 BC 66 0.00 18.58 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.00. 04 3X5ii 3X5o� 8 (- -I 8 6X6= 1.5X3 III 1.5X3 III —J 5 5 1-5-4 1-5-4 *J O-4 3 X 5 3 X 5 9-3-8 ��E 9-3-8 fF 18-7-0 Over 2 Supports J R=780 U=760 W=3.5" R=780 U=760 W=3.5" ( 1323) PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.13 QTY:6 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R235--23287 INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53119), 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 0 3/2 7/0 3 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVI A PROPERLY ATTACHED RIGID CEILING. -- **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t ••/r BC DL 5.0 P S F D R W HCUSR235 03086447 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES [N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND •• 'T'�lY ALPINE BRACING Oh TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISIONS OF NDS (NATIONAL DESIGN =* j _� BC LL 10.0 PSF HC ENG CR/MMA SPECIFICATION PUBLISHED BY INE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 3 OF t CONNECTORS ARE MADE OF ?OGA ASTM A653 GR40 GALY. STEEL, E%CEPI AS NOTED. APPLY CONNECTORS I'-' may. i� TOT.L D. 42.0 P S F S E A N- -64889 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER X71 P, g DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINERING =C�t�;/Cl.�A1Q�.\��v O U R F A C 1.25 FROM R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SLIOWN. THE SUI TAB ILI TV ANO USE OFF THIS s.,U�,. Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OE SIGNER, PER Me�T7gpE�3ENrG,I' SPACING 24.0 JREF - 1S1F235_Z16 FL Certificate of Authorization#567 ANSIZTPI1-1995 SECTION ?. '°Wi. (3259OB-JOHN ROWAN - B24) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 120 MPH WIND, 25.56 FT MEAN HGT, ASCE 7-98, PART. ENC, BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT II, EXP C, WIND TCDL=4.0 PSF, WIND BCDL=3.0 PSF. WEBS 2x4 SP #3 :W2, W19 2x4 SP #2: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. CHORD SPACING(IN OC) START(FT) END(FT) TC 56 0.00 18.58 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BC 69 0.00 18.58 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS SEE DWG GBLLETIN1001 FOR ADDITIONAL REQUIREMENTS. LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. THIS TRUSS IS DESIGNED + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. 4X4=— TO CARRY IN PLANE LOAD ONLY, ANY LATERAL LOAD FROM WIND MUST BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. BE TRANSFERED TO THE ROOF AND CIELING DIAPHRAGMS. 2.5X4 2 2.5X4 8 (— � 8 + 6X6= + 4X40 + + 4X4 2 ---) 5 + + 5 1 W19 + 1-5-4 2.5X4 + 2.5X4 --- + 1-5-4 + 21-0-4—L f� 9-3-8 9-3-8 J 18-7-0 Over 2 Supports I R=780 U=760 W=3.5" R=780 U=760 W=3.5" Note: All Plates Are W1.50 Except As Shown. 23288--B24) PLT TYP. Wave TPI 95 Design Crit: TPI STD) /FLBC 6.13 OTY:1 FL/-/4/-/E/-/- Scale =.375" Ft. -WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R235-23288 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 /r"�i LAs� TC OL 7 .0 P S F DATE 03/27/03 STRUCTURAL PANELS, BOTTOM CH ORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ./ J t! _IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '••`f�+•��' � BC DL 5•O P S F D R W NCUSR235 03086491 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �� • BUILD THE TRUSSES IN CONE ORMANCE WITH TPI', OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND Z ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = t �* BC LL 10.0 PSF HC ENG CR/MMA SPECIFICATION PUBLISHED BY THE AMEft ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 9 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Lg'� iQ T Q T.L D. 42.0 P S F S E Q N- 2075 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWING5 160 A-2. THE SEAL ON THIS DRAW3NG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �s/s:�lF Rk '�w D U R.FAC. 1.25 FR0M R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS G� Raines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar SPACING 24.0" JREF - 1S1F235_Z16 FLCefti6cateofAuthorization#567 ANSI/Tat 1-t 995 SECTION 2. (32590B-JOHN ROWAN - C25) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 120 mph wind, 25.61 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 Webs 2x4 SP #3 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/240 live and L/180 total load. Creep increase CHORD SPACING(IN OC) START(FT) END(FT) factor for dead load is 1.00. TC 62 0.00 18.25 BC 66 0.00 18.25 4X4=- 3X40 X4=3X40 3X4o� 8F- 8 6X6= 1.5X3 III 1.5X3 III T5 5 T 1-5-13 1-5-13 �21-1-0 3X5� 3 X 5 }E 9-1-8 9-1-8 fE 18-3-0 Over 2 Supports R=766 U=747 W=3.5" R=766 U=747 W=3.5" ( C25) PLT TYP. Wave TPI 95 Design Crit: TPI STD /FLBC 6.13 QTY:7 FL/-/4/-/E/-/- Scale —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R235-23289 INSTITUTE, 583 D.ONDER10 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 03/27/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. M"i'•7 _IMP ORTANT_ IMPORTANT_ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �/ B C D L 5.0 P S F D R W HCUSR235 03086448 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �� BUILD THE TRUSSES IN CONFORMANCE WITH TEL OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND + rte• B C L L 1 0.0 P S F HC-ENG C R/M M A A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFOR02 MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN i SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE NAGE OF.20GA ASTM A653 GR 40 GA, V STEEL, EXCEPT AS NOTED. APPLY CONNECTORS FO €P�• - TOT,LD, 42.0 PSF SEAN- 64894 7EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER = �XT _Q DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��'•.,fi�pp10p;e DUR.FAC 1 25 FROM RCT Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU[TABIL ITY AND USE Of THIS i S Haines City,FL 33844 OMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar; fJ�16 ENG` SPACING 24.0" JREF 1S1F235_Z16 FL Certificate of Authorization#567 ANSI TPI 1-1996 SECTION z. (325908-JOHN ROWAN - C26) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 120 MPH WIND, 25.61 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT II, EXP C, WIND TCDL=4.0 PSF, WIND BCDL-3.0 PSF. WEBS 2x4 SP #3 :W2, W19 2x4 SP #2: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD, CHORD SPACING(IN OC) START(FT) END(FT) TC 58 0.00 18.25 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BC 70 0.00 18.25 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS SEE DWG GBLLETIN1001 FOR ADDITIONAL REQUIREMENTS. LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER, THIS TRUSS IS DESIGNED + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. 4X4= TO CARRY IN PLANE LOAD ONLY. ANY LATERAL LOAD FROM WIND MUST BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. BE TRANSFERED TO THE ROOF AND CIELING DIAPHRAGMS. 2.5X4 2.5 X 4 sl— � 8 6X6= + 4X4Bf + TW2 + —1 5 5 W19 T 1-5-13 2.5X4 2.5X4 + 1-5-13 21-1-0 9-1-8 9-1-8 J fE 18-3-0 Over 2 Supports — R=766 U=747 W=3.5" R=766 U=747 W=3.5" Note: All Plates Are W1.5X3 Except As Shown. ( 23290--C26) PLT TYP. Wave TPI 95 Design Crit: TPI STD F L B C 6.13 OTY:1 FL/-/4/-JE/-/- 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 R235- -23290 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR I1 DR., SUITE 200. MAD I50N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED RAC �,1 �� T C D L 7.0 P S F DATE 03/27/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL BAY A PROPERLY ATTI%STACHED RIGID CEILING. �r'Sy —IMPORTANT— SA N[NC. SHALLSH NOTRESPONSIBLEORESPONSIBLEDFOR GNA�O TD EYIATION FR OMILLATION TN OI SIDES IG N; AANRm YNEFAILUREEROD f �� B C D L 5.O PSF D R W HCUSR235 03086492 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO (1� '•• r•'� ALPINE BRACING OF TRUSSES. THIS OF SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN : B C L L 1 0.0 P S F H C-ENG CR/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION} AND TPI. ALPINE CONNECTORS AN MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORSTOTE� sQ T 0 T.L D. 42.0 P S F - S f_Q N- 2078 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER j fi S DRAWINGS 160 A2. THE SEAL ON Tri IS DRAWING INDICATES ACCE4TANCE OF PROFESSIONAL ENGINEERING :C�•5�/yCFL OR`cQ .��l D U R.FAC. 1.25 FR0M R C T Alpine HainesEngineered F, 33844 COMPONENT RESPONSIBCOMPONENTT I FOR Y ANY L PARTICULAR ELY FOR THE BUILDINGUSS O IS THEIDESIGN REESPONSIBIILLIITY OF THE BUILDINGN, THE SUITABILITY DESIGNER, PER I IS MaY'��.1` [.� QQQ SPACING 24,0" JREF - 1SIF235_ZT6 FL Certificate ofaAuthorIZat10D#567 ANSI/TPI 1-1995 SECTION 2. 77ff (3259OB-JOHN ROWAN - D27) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By ]RUSS MFR. Top chord 2x4 SP #2 120 mph wind, 20.77 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL-3.0 Webs 2x4 SP #3 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/240 live and L/180 total load. Creep increase CHORD SPACING(IN OC) START(FT) END(FT) factor for dead load is 1.00. TC 75 0.00 17.08 BC 103 0.29 14.71 04= 1.5X3�� 8 F— 1.5X3 8 18-7-6 3X7= 2X4(A1) = 2X4(A1) L-2-0-0---J 7-6-0 7-6-0 15-0-0 Over 2 Supports 'I R=620 U=578 W=5.5" R=753 U=808 W=5,5" PLT TYP. Wave TPI 95 Design Crit: TPI STD /FLBC 6.13 QTY:1 FL/-/4/-/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 2 3 5--23291 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 DFUNCOFRIDTION DR., SUITE 200, "AlISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO -,rW N T C D L 7.0 PSF DATE 03/27/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED rte" '{'�„A7h7 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IMP FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED-v F1 •• B C D L 5.D P S F D R W HCUSR235 0"3066449 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ��}}} � •4 BUILD THE TRUSSES SN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND Z BC LL 10.0 P S F HC-ENG CR/MMA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN j SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _ CONNECTORS ARE MADE OF 20GA ASTM Afi53 GRA GALV. -STEEL, B%CEPT AS NOTED. APPLY CONNECTORS TO OF T 0 T.LD. 42.0 P S F S E O N 64882 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, PGSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE pF PROFESSIONAL ENGINEERING �V��;�Q0Q �wt D U R.FAC 1.25 F ROM R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS .� �� Haines City,FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar R�D EN SPACING 24.0" JREF 1S1F235_Z16 FI Certificate ofAutliorizatlon#567 ANSI/TPI 1-1995 SECTION 2. M (3259OB-JOHN ROWAN - D28) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 120 mph wind, 20.59 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL-3.0 Webs 2x4 SP #3 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: See DWG GBLLETIN1001 for more requirements. CHORD SPACING(IN OC) START(FT) END(FT) TC 75 0.29 13.59 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE TC 48 13.59 14.67 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND TC 48 13.59 17.08 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS BC 120 0.00 14.67 LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. THIS TRUSS IS DESIGNED Deflection meets L/240 live and L/180 total load. Creep increase TO CARRY IN PLANE LOAD ONLY. ANY LATERAL LOAD FROM WIND MUST factor for dead load is 1.00. BE TRANSFERED TO THE ROOF AND CIELING DIAPHRAGMS. 4X4= 8 8 3X3o� 2X4(D1) = 3X3= 0-0-43X3 18-7-6 L----2-0-0---=-�j f 7-6-0 1 7-6-0 �= 15-0-0 Over Continuous Support R=91 PLF U=89 PLF W=15-0-0 Note: All Plates Are W1.5X3 Except As Shown. D28 PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.13 OTY:1 FL/-/4/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC L L 20.0 P S F R E F R235--23292 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 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY A7Tnt;HEO •�q�qp' T C D L 7.0 P S F DATE 0 3/2 7/0 3 STRUCTURAL PANELS, ROTT OM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •.,;�T/- **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED ,A �.�'f}C •r�� B C p L 5,0 P S F D R W HCUSR235 03086450 PR ODUC iS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL UFL TO (F ' •,'•4: ••, BUILD THE TRUSSES IN CONFORMANCE WITH TPI; ON FABRICATING, HANDLING, SHIPPING, INSTALLING .YND j •V S, B C L L 1 0.0 P S F H C-ENG CR/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGy 3 _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI: ALPINE CQNNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS IO =P:, Q` TOT.L D. 42.0 P S F S EON- 64885 EACH FACE OF TRUSS, AND UNLESS OTHERW[SE LOCATED ON THIS OE SIGN, POSITION CONNECTORS PER ?!'n DRAWINGS 160 A-Z. THE SEAL ON THIS DR ANI N6 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 'C��';�I R�pP:�W DUR.FAC. 1.25 FROM RCT Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU[TABILI TY AND USE OF THIS z s „ Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 8UILOING DESIGNER, PER Marr' AE�EN SPACING 24.0" JREF - 1S1F235_716 FL Certificate of Authorization 4567 ANSI/TPI 1-1995 SECTION 2. 'K, r (3259OB-JOHN ROWAN - EJ29) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. Top chord 2x4 SP #2 120 mph wind, 18.93 ft mean hgt, ASCE 7-98, PART. ENC, bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 59 -2.08 2.00 BC 24 0.00 2.00 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 8 `-- 19-11-10 T R=-5 U=180 1-8-7 ,1-18-7-6 R=-91 U=180 2X4(A1) 0-6-0 2-0-0 --I-6-12--j 2-0-0 Ove r 3 Supports R=376 U=541 W=3.5" (( EJ29) PLT TYP. Wave TPI 95 Design Crit: TPI (STD FLBC 6.13 QTY:10 FL/-/4/-/F/-/- Scale =.375" Ft. **WARNING** TRUSSES REOUIRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R 2 3 5--23293 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 �.r'+" TC DL 7.0 P S F DATE 03/27/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED E •'pry`�._r STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V``•,••.;:�� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEFRED 1 `1 ' �` BC DL 5.0 P S F D R W HCUSR235 03086451 PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO l•V(LA l�SP BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO BC L L 10.0 P S F HC-ENG CR/MMA ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN d :t SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE pn• FQ T O T.L D. 42.0.0 P S F S E A N- 222 4 8 CONNECTORS ARE MADE OF 2OGA.ASTM A653. R4 GAL GAL V. STEEL., E%CEPT AS NOTED. APPLY CONNECTORS TOOF EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ki"S ' DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPT ANCF OF PROFESSIONAL ENGINEERING ;��•�p,QQ•'��j D U R.FAC 1.25 FROM R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS HainesCityjl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS TBE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Marr' pfdBEN SPACING 24.0" JREF - 1STF235_Z16 FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (32590B-JOHN ROWAN - HJ30 D45) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 120 mph wind, 18.93 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL-3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) The following trusses need concentrated loads at the end of their TC 75 -2.89 2.83 overhangs: 2-0-0 span/setback member on the 0-6-0 cant side requires BC 34 0.00 2.83 23 lbs and the 2-0-0 span/setback member on the 0-6-0 cant side requires 23 lbs. Sub-fascia beam assumptions: 4-1-1 sub-fascia beam on the 0-6-0 cantilever side. 4-1-1 sub-fascia beam on the 0-6-0 cantilever side. Hipjack supports 2-0-0 setback jacks w/vert over bearing only. 0-6-0 cant one face, 0-6-0 cant opposite face. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 19-11-4 5.66 I— R=61 U=180 1-8-2 18-7-6 R=172 U=180 2 4(A1) 2-9-15 �-ca slE -� 2-2-3 2-9-15 Over 3 Supports R=380 U=521 W=4.95" PLT TYP. Wave TPI 95 Design Crit: TPI STD HFLBC 6.13 OTY:1 FL 4 E - Scale =.375" Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R235--23294 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53X9), fOR SAFETY PRACTICES PRIOR TOMM�!�W T C D L 7.0 P S F DATE 0 3/2 7/0 3 PERFORMING THESE FUNCTIONS. UNLESS OiNERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .._y"^^d'1771 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IMP IMPORTANT" FURNISH A COPY OF THIS DESIGN TD THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED B C D L 5.0 P S F D R W HCUSR235 03086452 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO . �•,•• •' c`f' r� BUIL 0 UILO THE TRUSSES IN CONFORMANCE W[TH TPIt OR FABRICATING, HANDLING, SHE INSTALLING AND t B C L L 10.0 P S F HC-ENG CR/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OVISE GNS OF NDS (NATIONAL DESIGN F= * Z = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAP Eft AS AND TPI. ALPINE i,p: OF l� T 0 T.L D. 42.0 P S F SE Q N- 2 2 250 GONNEC.T0 S ARE MADE Of 20GA ASTM A6$3 GR40 GALY. STEEL. EXCEPT AS N07E D: APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CGNNECT0 S PER ;r0 1 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING IIDICATIS ACCEPTANCE OF PROFESSIONAL ENGINEERING ��/s;;�C Qp�OPD U R.FAC. 1.2 5 FROM R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS t f Hailes City,F1, 33844 COMPONENT FOR ANY PARTICULAR BU ILGING IS THE RESPONSIBILITY OF THE 8UILDING DESIGNER, PER Mar C �v® C��V7 SPACING 24.0" JREF - 1S1F235_Z16 FL Certificate ofAuthoriZatlon#567 ANSI/TPI 1-1995 SECTION 2. w,. .� (32590B-JOHN ROWAN - CJ31 1R 1L) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 ** DUE TO A LOADCASE OTHER THAN WIND Negative reaction(s) of -433# MAX. Bot chord 2x4 SP #2 (See below) from a non-wind load case requires uplift connection. 120 mph wind, 18.61 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 CHORD SPACING(IN OC) START(FT) END(FT) psf. TC 45 -2.08 1.04 BC 12 0.00 1.04 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 8I 19-3-15 T R=-80 U=180 1-0-12 18-7-6 R=-433 U=** 2X4(A1) 4-2-0-0 0-6-00-7-31 1-0-7 Over 3 Supports R=713 U=1302 W=3.5" ( CJ31 1R 11) PLT TYP. Wave TPI 95- Design Crit: TPI STD FLBC 6.13 QTY:2 FL/-/4/-/E/-[- Scale =.5" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P J F R E F R235-23295 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'0NOFRIO DR., SUITE 200, MAOI SON, WE 53719), FOR SAFETY PRACTICES PRIOR TO S TC DL 7.0 P S F DATE 03/27/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SNALL HAVE A PROPERLY ATTACHED RIGID CEILING. v�•"•••. ��,� g C D L rj, P S F D R W H�H'J R235 G3086453 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRDM THIS DESIGN: ANY FAILURE i0 p BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 10.0 P S F H C-ENG CR/MMA =z ALPINE aRAC ING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN f ! _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE EQ CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL,.EXCEPT AS NOTED.. APPLY.CONNECTORS TO 1 f3 3Q.. T 0 T.L D. 42.0 P S F C Q - 22252 OF EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERDAWINGS #{n Alpine Engineered Products,Inc. RESPONSIBILIITY SOZ.LELYTFORSTOE EA ITOTRUSSjC0MPONENT DESIGNTSH0WNCEPCATHE SSOITABILITYCE Of QAND USEIOFNAL ETHIIS `i'�s'F OR10P\�� D U R.FAC. 1.2 5 FROM RCT flamesCityjl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mares' ASO EN SPACING 24.0" JREF 1S1F235_Z16 FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. ,. (3259OB-JOHN ROWAN - PB32) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MPR. Top chord 2x4 SP #2 120 mph wind, 29.65 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL-3.0 Webs 2x4 SP #3 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/240 live and L/180 total load. Creep increase CHORD SPACING(IN OC) START(FT) END(FT) factor for dead load is 1.00. TC 42 14.50 20.50 BC 52 15.35 19.65 Refer to DWG PIGBACKA1001 or PIGBACKB1001 for piggyback details. 4X4= 8 8 28-7-13 2X4( 11) = 2X4(Al) 1.5 X 3 III I_ 2-3-7 _1_ 2-3-7 _( --6-0-0 Over 2 Supports—� R=252 U=245 W=3.5" R=252 U=245 W=3.5" (( - P63211 PLT TYP. Wave TPI 95 Design Crit`. TPI STD FLBC 6, 13 QTY:23 FL 4 E - Scale =.375" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C ILL 2 0.0 P S F R E F R235-23296 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'0NOFR10 DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7.0 P S F DATE 03/27/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 70P CHORD SHALL HAVE PROPERLY ATTACHED G u,�/Ay STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. vFL.....'�y —IMPORTANT_ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ♦�gS1FtCgl•.�+ BC DL 5.0 PSF DRW HCUSR235 03086454 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TC BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING To t ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S t s _* BC ILL 1 O.O P S F HC-ENG CR/MMA GPECIFICAi 10N PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALINE TOT•L D 42.0 P S F S C Q N 64822 CONNECTORS ARE MADE OF 20GAASTMA653 GR40 GALV. STEEL; EXCEPT AS NOTED. APPLY-CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER a�S• F P •�W DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��1•'••�••��,: D U R.FAC. 1.25 F ROM R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS •y, Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar' E�3E'N SPACING 24.0° JREF - 1SIF235_716 FL Certificate ofAathorizatlon#567 ANSI/TPI 1-1995 SECTION 2. ...w� (32590B-JOHN ROWAN - PB33) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. .Y Top chord 2x4 SP #2 120 mph wind, 29.48 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL-3.0 Webs 2x4 SP #3 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/240 live and L/180 total load. Creep increase CHORD SPACING(IN OC) START(FT) END(FT) factor for dead load is 1.00. TC 35 15.03 19,97 BC 39 15.88 19.12 Refer to DWG PIGBACKA1001 or PIGBACKB1001 for piggyback details. 8 4X4 8 28-7-13 2X4(A1) 1.5X3 III 2X4(A1) o� B 0 11 I_ 1-9-2 ,I_ 1-9-2 _I 4-11-6 Over 2 Supports R=208 U=200 W=3.5" R=208 U=200 W=3.5" PLT TYP. Wave TPI 95 Design Crit: TPI STD PFNC 6,13 QTY:2 FL/-/4/-/E/-/- Scale =.375" Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R235--23297 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ON OFRIO DR., SOI TE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. ONLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .�:~_� TC DL 7.0 P S F DATE 03/27/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTAC HEO HIS CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED s �I BC DL 5.0 P S F D R W HCUSR235 03086455 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL ORF '0 BUILD THE TRUSSES [N CONFDRMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING IN, Z .(iv •••'(� BC LL 10.0 P S F HC-ENG CR/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL 0ES1,N * _ t SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �� TOT.LD. 42.8 PSF SEQN 22199 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV, STEEL , E%CE PT AS NOTED, APPLY CONNECTORS TO sp EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATES ID ON THIS DESIGN, POSITION CONNECTORS NAL PER v�^'� Alpine Engineered Products,Inc. RESPDRAWONSIBI6NGS0TY SOL ELYTFORHE STHE OftUSSICOMPONENT OE DRAWING ON IGNTSHOWryES CEPTATHE OSUITABILITYOAND USElOFETHIS 'F�ORIQP'�tl� D l)R.FAC. 1.2 5 FROM R C T Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BU ILOING DESIGNER, PER Marp ENG SPACING 24.0" JREF - 1S1F235_Z16 FLCertificate ofAuthorizatlon#567 ANSI/TPI 1-1995 SECTION 2. #: 5 2X6 "T'• GABLE DETAIL REINFORCING GABLE VERTICAL PLATE SIZES xexBER Iy, 2X4 "T" SYM. VERTICAL LENGTH PLATE IF PLATES REINFORCING + FOR LET-IN VERTICALS MEMBER ABOUT BETWEEN CHORDS 512E OVERLAPS LESS THAN 4' 0" 1X4 OR 2X31 2X8 GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL LESS THAN 11' 6" GREATER THAN 11' 6" 2.5X4 2.5X8 / O REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. + + IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE; 2X4 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE GABLE + APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR VERTICAL 2X4 4 2X8 SBCCI WIND LOAD. Iff f/ LENGTH TYP. MAXIMUM ALLOWABLE 'T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB 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 7. 50 7. 100 MPH 2.4 10 7 10 7. Li u 15 FT 2x6 30 % 50 % 100 MPH 2x4 10 % IO % 30 FT 2x6 40 % 40 7. 90 MPH 2x4 20 7. 10 % PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 15 FT 2,,6 20 7. 40 7. ATTACH EACH "T" REINFORCING MEMBER WITH 90 MPH 2x4 10 7. 10 7 RIGID SHEATHING HAND DRIVEN NAILS: 30 FT 2x6 30 % 50 % 4 TOENAILS 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 10 % 20 7. AND BOTTOM CHORD. 15 FT 2x6 LO 7. 30 7. ..,I." GUN DRIVEN NAILS — 0.131" X 3": 80 MPH 2x4 20 % 10 % REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 7 40 7 MEMBER 20 7 THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE 70 MPH 2x4 0 7. 15 FT 2x6 0 7. 20 7. OR SBCCI WIND LOAD. 70 MPH 2x4 10 % 20 7. GABLE TOENAILS ASCE 7-93 GABLE DETAIL DRAWINGS 30 FT 2x6 10 % 30 7. TRUSS SPACED AT A11015ENO699, AI0015EN0699, A09015EN0699, A08015ENO699, A07015EN0699 4' O.C. A1103OENO699, A10030EN0699, A09030ENO699, A08030EN0699, A07030EN0699 EXAMPLE: ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515EC0901 MEAN ROOF HEIGHT = 30 FT A13030ECO901, A12030ECO901, A11030ECO901, A10030ECO901, A08530ECO901 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS 'T" REINFORCING MEMBER SIZE = 2X4 S11015EN0699, S10015EN0699, S09015EN0699, S08015EN0699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030EN0699, 510030EN0699, S0903OEN0699, S08030EN0699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM 'T" REINFORCED GABLE VERTICAL LENGTH 4 TOE, ]IS 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 FABRIEATING,HANDLING; SHIPPING INSTALLING REF LET-IN VERT - AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'GNOFRIG DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES DATE 02/18/03 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE yw PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 1 DRWG G BLLETIN020 3 ■RIGID CEILING. IMPORTANT•• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED �` �� PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE f �nj�FIC -ENG DLJ/KAR ALPINE E TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING { �`` •••� B BRACING 9F TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL •4.r DESIGN SPEC, BY AFBPA)AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA(W,HS/K)ASTM A653 GR40/60(W,K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE GF TRUSS AND, UNLESS * s A* • Ili X TOT. LD. 60 PSF OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES L.p �ro.�^C ' ALPINE ENGINEERED PRODUCTS,INC. FOLLOWED BY Q) SHALL BE PER ANNEX A3 OF TPI 1-2GD2 SEC. 3. A SEAL ON THIS DRAWING t.(/t'• [9 Vr S R. FAC. ANY POMPANO BEACH,FLORIDA INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SDLELY FOR-THE-TRUSS 's C p COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS 1�{r""•LOR`O "� AX SPACING 24.0" THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. Mar 2 ••wM� 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 1S DESIRED. T-BRACE APPLY TO EITHER SIDE OF WEB OR NARROW FACE 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. SCAB 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. Kx THIS DRAWING REPLACES DRAWING 579,640 •*vARNIMG.- TRUSSES.REQUIRE EXTR€ISE.CARE IPI-FABRICATING,HANDLING, SHIPPING,INSTALLING I TC LL PSF REF CLB SUBST. AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONUFRID DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE TC DL PSF DATE 02/18/03 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED ,,` T� B DL PSF DRWG BRCLBSUB0203 RIGID CEILING. V 7rV{/� "IMPORTANT-- FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE Q(1F�(,• LL PSF -ENG MLH/KAR TO BUILD THE TRUSS IN CONFORMANCE WITH TPIJ OR FABRICATING, HANDLING, SHIPPING, INSTALLING ••••'q & BRACING OF TRUSSES. DESIGN CONF DRMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL t J DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA(W,HS/K) ASTM 2 * t 471 T. LD. PSF 7A653 CiR40/60(W,K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS • * • OTHERWISE LOCATED ON THIS DESIGN,POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES L��. ALPINE ENGINEERED PRODUCTS,INC. FOLLOWED BY (1) SHALL BE PER AMEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS.DRAWING _�(t STATE OF R. FAC. POMPANO BEACH,FLORIDA INDICATES ACCEPTANCE OF PROF€SSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS L� �(. COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS =CV&"-[OR110' THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. \ ACING Mar 2