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Permits 1730 Ocean Grove Dr (vault) AGENDA ITEM#8A FE$RUARY 22,2010 CITY OF ATLANTIC BEACH CITY COMMISSION MEETING STAFF REPORT AGENDA ITEM: Request by Jerrold & Rosanna Dixon to appeal assessment and obtain a refund of $3,919.50 charged for unmet mitigation, assessed as condition of issuance of Tree Removal Permit#08-00100011. SUBMITTED BY: Erika Hall Sonya Doerr, AICP Principal Planner/Tree Administrator Community Development Director DATE: February 11, 2010 BACKGROUND: The property owners of a newly constructed home at 1730 Ocean Grove Drive have appealed tree mitigation assessed in accordance with the tree ordinance and have asked for a refund of the mitigation that was paid in order to obtain a Certificate of Occupancy, which would effectively exempt this one property from Chapter 23 of City Code. The Tree Conservation Board (TCB) approved a tree removal application in conjunction with the residential redevelopment of this lot on April 9, 2008. A Tree Removal Permit was issued on April 10th for the removal of 119 inches from the interior zone and 55 inches from the exterior zone. The TCB assessed mitigation for 27.5 inches of hardwoods in accordance with the tree ordinance in effect at that time. The Tree Administrator received numerous complaints from adjacent property owners once tree removal began, and upon inspection, found sufficient evidence that clearing activity had exceeded the scope of the approved permit and was possibly encroaching upon adjacent properties. The TCB was advised at the April 23rd meeting that the applicant had been told to submit a revised tree survey and re-appear before the TCB to request amendment of the existing permit to account for the additional trees removed. The TCB heard from the Applicant and adjacent property owners and considered the revised tree survey at the May 14th and 28th meetings before voting to approve the applicant's new request to remove all trees as shown on the revised survey. A revised permit was issued on May 30, 2008 for the removal of 135 inches from the interior zone and 224 inches from the exterior zone with the TCB's revised assessment of 101.5 inches, with 94.5" required to be either oaks and/or hardwoods, per provisions of the tree ordinance. On December 28, 2009, the applicant applied to the Building Department for the Certificate of Occupancy (CO) for the new house, and was advised by the Tree Administrator that a landscape plan demonstrating accomplishment of the assessed mitigation had not been provided, and that the CO would not be released until that plan was reviewed and approved. The applicant indicated that time was critical as the property owners desired to complete the project before year end, and that he would have the landscape architect contact Staff directly. The landscape architect then called and reported that he had designed the landscape according to the parameters set by his clients, and not the mitigation requirements assessed by the TCB, which he claimed to be unaware of. Staff reiterated to both parties that the CO could not be released until a landscape plan sufficiently demonstrating compliance with the mitigation assessed by the TCB was received, reviewed, field- verified and approved. February 22, 2010 regular meeting AGENDA ITEM#8A FEBRUARY 22,2010 The landscape architect delivered an updated as-built landscape plan at 4:30 pm on December 29, 2009, and again advised that the landscaping was designed not to meet mitigation requirements but to compliment the architecture of the structure, per direction of his clients. As such, he indicated that he had provided a "conversion table" and requested that Staff find the mitigation sufficient on this basis. Staff reviewed the submitted as-built landscape plan in light of the mitigation assessed by the TCB. At the Applicant's request, Staff gave reasonable allowance for alternative hardwoods meeting minimum size requirements. Credit was also given for the Japanese Yew plantings, due in part to the University of Florida's Department of Environmental Horticulture recommendation of that particular tree as an "outstanding species" for this area. Credit was also given for the Italian Cypress plantings because of their large mature height and potential for providing screening and shading in the clustered configuration in which they had been planted. However, no allowance was given for the "shrubby, weak-wooded" or the potentially invasive species. These allowances resulted in a calculation of 33.5 inches in unmet mitigation, requiring a payment of$3,919.50 into the Tree Conservation Fund. On the afternoon of December 30, 2009, Staff presented the applicant with an evaluation of the as- built landscape plan in which the allowances as described above were credited to the required mitigation as set by the TCB as well as an invoice for payment of the remaining unmet mitigation into the Tree Conservation Fund. The applicant accepted this assessment as reasonable, presented payment to the Tree Conservation Fund, and was issued the CO by the Building Department. The Applicant has now requested a refund of the mitigation paid in order to obtain the CO, which again,would effectively exempt this property from the tree ordinance. RECOMMENDATION: Deny appeal and request for refund of$3,919.50 from the TCF. ATTACHMENTS: None. (All supporting documentation is maintained within the permit file.) BUDGET: Payment to the Tree Conservation Fund Account Number 112-0000-366.00-00. REVIEWED BY CITY MANAGER: February 22, 2010 regular meeting Boyd, Nancy From: Clemons, Malcolm Sent: Thursday, March 05, 2009 2:25 PM To: Boyd, Nancy Subject: FW: requests for plumbing/sewer inspections From: Walker, Chris Sent: Thursday, March 05, 2009 2:23 PM To: Clemons, Malcolm Subject: RE: requests for plumbing/ sewer inspections As far as the meter box and the sewer clean out, everything is fine. From: Clemons, Malcolm Sent:Thursday, March 05, 2009 9:56 AM To: Walker, Chris Subject: FW: requests for plumbing/sewer inspections From: Boyd, Nancy Sent: Wednesday, March 04, 2009 10:00 AM To: Clemons, Malcolm Subject: FW: requests for plumbing/ sewer inspections Good morning Malcolm. The inspections listed below,were these things that needed to be inspected through Public Util? if so, were these inspections completed? Nancy From: Boyd, Nancy Sent: Monday, March 02, 2009 4:28 PM To: Clemons, Malcolm Cc: Jones, Mike 5eiSubject: requests for plumbing/sewer inspections rmt#09-1 Hibiscus Street rmit#07-1682 1730 Ocean Grove Drive Inspections set up for 3/3/09 Nancy Boyd Building Det)artment City Of Atlantic Beach (904) 217-5826 nboyd(i]coab.us i `ttoto' i� CITY OF `��vcidct- 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 -- TELEPHONE(904)247-5800 FAX(904)247-5805 June 7, 1996 Elizabeth Ann McCowen 400 E. Colonial Drive, Unit 1109 Orlando, FL 32803-4513 Dear Ms. McCowen: Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: Re: 1730 Ocean Grove Drive a/k/a Lot 18, Ocean Grove Unit 1 RF#169613-0000 Investigation of this property discloses that I have found and determined that you are in violation of City of Atlantic Beach Ordinance Chapter 12, Section 12-1-3 - Dead trees in the rear yeard that are a danger to surrounding property. Trees should be cut down and removed. You are hereby notified that unless the conditions above described are remedied within Thirty(30) days from the date of your receipt hereof this case will be turned over to the Code Enforcement Board. Under Florida Statutes 162.09, the Code Enforcement Board may impose fines of up to $250.00 per day for a first violation and $500.00 per day for a repeat violation. Sincerely, Karl W. Grunewald Code Enforcement Officer KWG/pah cc: Public Safety Director VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED f CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r ATLANTIC BEACH, FLORIDA 32233 F._ INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030389 Date 5/20/05 Property Address . . . . . . 1730 OCEAN GROVE DR Application description . . . DEMOLITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ DIXON, ROSANNA REALCO WRECKING CO. 8707 SOMERS ROAD JACKSONVILLE FL 32226 JACKSONVILLE FL 32226 (904) 955-3581 ---------------------------------------------------------------------------- Permit DEMOLITION PERMIT Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 . 00 . 00 . 00 w PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. of 1'k BUILDING OFFICIAL l y J r' CITY OF ATLANTIC BEACH DEMOLITION PERMIT APPLICATION .,jig Date: O Job Address: Owner of Property: Address: m Telephone: 1 Legal Description: Block Number: Lot Number: Zoning District: Contractor: ReeLGdO .41 State License Number: CGC055166 Contractor's Address: 8707 Somers Rd,. , Jacksonville, Fl 32226 Telephone: 9904-757-7311 Fax: 904-751-6611 Describe proposed use and work to be done: 1p10 4kz,� Present use of land or building(s): 056wgzr' -yfcl L Is approval of Homeowner's Association or other private entity required?,UD If yes, please submit with this application. Will t is 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. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. INO. Applicant certifies that no trees will be removed for this project. ❑ YES. 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 appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Attach Tree Removal Application if trees are to be removed or relocated. I hereby certify that all informa' n ovided with this appli is correct. Signature of Owner: lre' .�� 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 governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Pagel Revised 1/14/03 1�y J'r s CITY OF ATLANTIC BEACH -' 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 07-00001682 Date 7/17/08 Property Address . . . . . . 1730 OCEAN GROVE DR Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL GEN 2 FAMILY Application valuation . . . . 600000 ---------------------------------------------------------------------------- Application desc NEW SINGLE FAMILY RESIDENCE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DIXON, JERROLD & ROSANNA OCEAN BOULEVARD CONSTRUCTION INC JACKSONVILLE FL 32223 60 OCEAN BLVD ATLANTIC BEACH FL 32233 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . . Sub Contractor . . CAMPBELL & WEEKS PLUMBING Permit Fee . . . . 301 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/13/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. Dumpster must be obtained from a company on the City' s franchise list . ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 301 . 00 301 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 301 . 00 301 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. t s,a,,� CITY OF ATLANTIC BEACH _ P7800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 08 Y OFFICE:(904)2473826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US PLUMBING PERMIT APPLICATION DUVAL COUNTY .,t QW=1 ❑NO w J 7 3 a L Lc�r7 li �, . ❑YES PERMIT#: 4.NAME: 6.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: 1X q�J 7.NAME OF COMPANY: ff rr 8.ADDRESS.: Cpm fJ1,�� {�L L: p�b�, n% �n X71 V �✓� 'd�L:� .C�Ii Te, 9.STATE F FLORIDA LICENSE NO: 10.0 LL PHONE: 11.FAX NO.: =c, i'-1.1 -7�-7 3 7 - s� 8 o y 3 V? 9 o U 8 12.EMAIL ADDRESS: 13.0 FICE PHONE: 14, I�F_A A,, b, 1] kJ = pl�„,b. 01/- 3 1?? t, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: k ANEW 0'06 FLORIDA BUILDING CODE-= ❑ RE-PIPE PLUMBING ❑OTHER: 3 BATH TUB SEWER CONNECTION BIDET SHOWERS f DISH WASHER SHOWERS PANS DISPOSAL Cf. SINK DRINKING FOUNTAIN Ca WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB / WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER _(C LAVATORY URINALS LAUNDRY TRAY OTHER(SPECIFY): ROOF DRAIN PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: 3 V x $7.00 (PER FIXTURE) + $35.00 = d 4 a J COAB FORM BL0003:REVISED:1/10/2008 j!. b1i,r City of Atlantic Beach Building Department ,moi J,r3a>j" Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: December 29, 2009 Permit Number: 07-1682 Contractor: Ocean Boulevard Construction, Inc. Address: 1730 Ocean Grove Dr Atlantic Beach, F132233 Occupancy Classification: Single Family Dwelling Construction Type: V Occupancy Class: Residential Design Occupant Load: N/A Sprinkler System Required: No Michael Griffin Cl Building Official BP502I01 CITY OF ATLANTIC BEACH 12/28/09 Inspection Inquiry 16:27: 17 RE number . . . . . . . . . . 169613-0000- - Property address . . . . . . 1730 OCEAN GROVE DR Appl, structure nbr . . . . . 07 00001682 000 000 Permit type, seq nbr . . . . BLDG 00 BUILDING PERMIT Inspection type, seq nbr 97 0001 BD CERTIFICATE OF OCCUPANCY Inspection status, date INSPECTION OMPLETED 12/09/09 Requested date, time, by 12/08/09 17 : 00 SLG Override date, time, by . User ID to request, result SGRAHAM SGRAHAM Phone interface number . . . 194613 Inspector assigned . . . . . MG MICHAEL GRIFFIN Results status, date . . . . APPROVED 12/09/09 Final inspection flag . . . . Y Penalty amount . . . . . . . . 00 Inspection request comments TONY 422 6375 Bottom Press Enter to continue. F3=Exit F5=Land inq F7=2nsp result comments F12=Cancel Graham Shirley From: Carper, Rick Sent: Monday, December 28, 2009 3:33 PM To: Graham Shirley Cc; _ Deming, James; Griffin, Michael Subject: RE: are you guys good with a temporary CO for 1730 Ocean Grove Shirley, I just finished inspection of the on-site storage/drainage on this home. It is now complete, approved for Final CO. Rick From: Carper, Rick Sent: Thursday, December 10, 2009 8:42 AM To: Graham Shirley Cc: Deming, James; Kaluzniak, Donna Subject: RE: are you guys good with a temporary CO for 1730 Ocean Grove Shirley, yes— I recommended this to Michael Altenbach. They have some regarding and stabilization required to get to the on-site storage volume, but everything else on site is good. Conditions should say complete and accepted by Public Works within 30 days. Rick From: Graham Shirley Sent:Thursday, December 10, 2009 8:36 AM To: Carper, Rick; Kaluzniak, Donna Subject: are you guys good with a temporary CO for 1730 Ocean Grove j 1 CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: lZ - 8 - Z D D Contractor Name: Permit #: Property Address: re V£ Legal Description: Improvements to the abov -described property have been completed in accordance with the to s of the permit and are certified to be ready for occupancy as: Single-Family Residence F-1 Commercial [] Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy.- Department ccupancy:Department Date Notified Date Approved Approved By F.ir,&+WPf.-'--- Public Works At ki bM j 1 2 4 Public Utilities Building to Planning Tree Mit Sakis led Final Survey with FFE JYeso --� All Re-Inspect Fees Paid Y No Termite Treatment Yes No Malcolm 08,2QQg�1'Aa PM Graham gh�r cxem ns Decem be rDR Tueham V, Donna EPN GRpvE Frain; Grau2ri`ak,DOOR 130 SQtit; Ka Pt-F FW' t0.. FiN S�blect s ect4on OK Malcolm Back{1oW In Donna 0911 1� PM am.Oa uzn�ak1 bel 0 i'2 chris GRp�E DR Fent:Mina 5Y tWCO�`'PDecevn ,1 3p OG 'N To:Cie SNP 5ub)�t: 6g2 on Tuesday 12IS 0, PM Grope pr permit#Q? ;Graham Shirley ber 0?� tn93ames :Monday UZntak�Donn Orem E DR n for 173 Gcean Sen Czrper�Rick, Grt ins MichCEPN GRpv 10', ones.M�ke� FSR 1j30 p and all trades tnspecO C '��,.,FINP� {that bu�ldin9 5U called to re4uest a sir 3�5n an Bt�d con � T ony cath be eached at 422 -{ony 1 Thanks Sh%rley z R ff City of Atlantic Beach it Building Department Temporary Certificate of Occupancy This Temporary Certificate issued pursuant to the requirements of Section 110.3 of the Florida Building Code certifying that at the time of issuance this structure is in compliance with the ordinances of the City regulating building construction for the occupancy and use for which the occupancy is classified: Date: December 9, 2009 Permit Number: 07-1682 Contractor: Ocean Boulevard Construction, Inc. Address: 1730 Ocean Grove Drive Atlantic Beach, Fl 32233 Description of Structure: Single Family Dwelling Construction Type: V Occupancy Class: Residential Design Occupant Load: N/A Sprinkler System Required: No Special Stipulations/Conditions: Comply with onsite stormwater drainage and retention requirements within thirty days from issuance of this certificate. C MICHAEL GRIFFIN BUILDING OFFICIAL 9 Ocean Boulevard Construction,Inc. P.O. Box 49250 Jacksonville Beach,Florida 32240-9250 December 9, 2009 Michael Griffin, CBO,CFM Building Official City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32233-5445 Dear Mike, I'm writing you this letter to request a conditional C.O.for the single family home construction project located at 1730 Ocean Grove Drive in Atlantic Beach, permit number 071682. I'm requesting 30 days to fulfill the requirements of the utilities department for onsite stormwater drainage and retention. If you have any questions,please do not hesitate to call. Thank you, Michael G.Altenbach Ocean Boulevard Construction, Inc. Graham Shirley From: Carper, Rick Sent: Thursday, December 10,2009 8:42 AM To: Graham Shirley Cc: Deming, .lames; Kaluzniak, Donna Subject RE: are you guys good with a temporary CO for 1730 Ocean Grove Shirley, yes-I recommended this to Michael Altenbach. They have some regarding and stabilization required to get to the on-site storage volume, but everything else on site is good. Conditions should say complete and accepted by Public Works within 30 days. Rick From: Graham Shirley Sent:Thursday, December 10, 2009 8:36 AM To: Carper, Rick; Italuzniak, Donna Subject: are you guys good with a temporary CO for 1730 Ocean Grove i I Graham Shirley From: Walker, Chris Sent: Thursday, December 10, 2009 11:17 AM To: Graham Shirley Subject: RE: are you guys good with a temporary CO for 1730 Ocean Grove Everything is good here From: Graham Shirley Sent:Thursday, December 10, 2009 8:37 AM To: Walker, Chris Subject: FW: are you guys good with a temporary CO for 1730 Ocean Grove From: Graham Shirley Sent: Thursday, December 10, 2009 8:36 AM To: Carper, Rick; Kaluzniak, Donna Subject: are you guys good with a temporary CO for 1730 Ocean Grove 1 Graham Shirley From: Mall, Erika Sent: Monday, December 28, 2009 4:58 PM To: Graham Shirley; White, Debbie Cc: Carper, Rick; Griffin, Michael; Doerr, Sonya Subject:_ 1780 Ocean Grove CO/tree mitigation Shirley, In order for me to sign off on 1730 Ocean Grove's Certificate of Occupancy,I need to receive a copy of the landscape plan showing the successful mitigation of trees removed according to the provisions of TREE 08-00100011. Total required mitigation is 101.50" with 94.50" being hardwoods,provided that the sabal palm approved to be taken out of the interior fence line on 01/09/09 has been relocated on the property as discussed with the contractor at the time. Otherwise,an additional 7.50"will be required. All mitigation should comply with the standards found Section 23-23 (f}of the current Atlantic Beach Code of Ordinances. These standards can be found on the City website at the following address: h!!p://www.coab.us/DocumentView.aU?DID=1257. Once I have received a copy of the landscape plan,I will make my CO inspection. Thanks, Erika Hall Principal. Planner Cite of."Wantic Beach 800 Sentinole Rodd Atlantic Be icli, Fl..'2217 (T) 904.27/O.1(,,03 - V' pSRI!,l 1'1 ,-d,. Cil,. ;C>,.5; -. "111:1tl +;m?t,3_)11!' lISIUlt., ?tai? k' } ,l,Iti` d3` , ;FIi i 05/29/2008 10:02 9042609688 TRICOLNTY PAGE 01/01 CITY 01F,ATLAPMC.BE.ACH ELECTRIC.A►L,PERMIT APPLICATION • � - •• '' • .•� .. • " � - Dote: Pro ,wares,: u`�3a �'e a �_�,V . perq Owner. '• Tekphoae#• Cbntmcter. Contactor Addrem .11 ..� �a PrK Fax*i 2!6-0- 24 ' r at sark.0 `bed in itbm�ws bereby wa!a perBorm, work in - aownknpe wa dw udr doing fm perma dm Yew On ��0b aro a pest hereof 04-In aaoo�aoe:wldh.�+e t�of Agaeulc Beach acdlaancc andirdtAfowti abs eoaetiadoe is Baildi": Bradfor .Typo: tailor Sereie: New Rdidecee Tem `Nov► Or ala,an*O.Wft n Old 'Q Commercial ..2*105 r8ns o Faaeaae tarrab.r. Q Ro-wire 0 A: &tics:, Sq.a _ C Size: AMPS: RA Switch m W ' VOLT WAY Br. aha AMPS PH Exlatln8 Service RACE Size AMPS . PFI VOt.T WAY Fepde": NID Sze' NO SIS Lighting Outlets CO •OPEN: Re lea CONOBALBD Om Switches Incaadaaceni Flumeumt M.V. BELLFixed TU'NWM- A• limes " TW T Air .RA .RA'FQdG ' CEILING Con COMP.MOTOR •OTHER MOTORS-• S BEAT Moto" 0-1 H.P. VMTAGE NO. O 1 ILP. PHS Trmaibrm�ers "Na RVA NO. KVA N*Neaa_Mmuf F& Sip_ f V4l N .,Mitcetlatieoos � f7�'L � 'C71� � . 800 Sekniaale Road•Atiaade Su Florida.32233-4445 S a•+•v•c.p Mtooc:(901)?47-Sa00: Fax: (904)217.5845• ltttpa/'s"-CfAtlaitt beieh.drta., i�,;, t w� -Flo • - - - . - b.t v noQ-"� G rrry U:S.'OEPi*RTMENTOFHOMELAND SECURITY ELEVATION CERTIFICATE OMB NO. 1660-0008 Federal Emergency Management Agency I Expires March 31,2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name JERROLD DWAINE&ROSANNA DIXON Policy Number A2. Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Company NAIC Number 1730 OCEAN GROVE DRIVE City ATLANTIC BEACH State FL ZIP Code 32233 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) LOT 18,OCEAN GROVE-UNIT NO.2, PLAT BOOK 20 PAGES 20; RE#169613 0000 A4. Building Use(e.g.,Residential, Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.30020'38" Long.81023'54" Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage 966 sq ft b) No.of permanent flood openings in the crawlspace or b) No.of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION 61. NFIP Community Name&Community Number B2. County Name B3.State ATLANTIC BEACH 120075 1 DUVAL COUNTY I FL B4. Map/Panel Number B5.Suffix B6. FIRM Index B7.FIRM Panel B8. Flood B9.Base Flood Elevation(s)(Zone 1200750001 D Date Effective/Revised Date Zone(s) AO,use base flood depth) 4-17-89 4-17-89 X N/A B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other(Describe) Bl 1. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date ❑ CBRS ❑ OPA SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized SEE COMMENTS Vertical Datum 1929 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 14.5 ®feet ❑meters(Puerto Rico only) b) 'Top of the next higher floor N.A ❑feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) N.A ❑feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) 13.5 ®feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 13.3 ®feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 12.9 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 14.1 ®feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including N.A ❑feet ❑meters(Puerto Rico only) structural support SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation - information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifier'.s Name JAMES D.HARRISON,JR./MICHAEL A.GARRETT License Number #2647/#6643 i2 Title REGISTERED LAND SURVEYOR Company Name ALL AMERICAN SURVEYORS, INC. oY� 09 Address 6820 SOUTH 0I,NT PARKWAY City JACKSONVILLE State FL ZIP Code 32216 Signature Date /Z O cl Telephone 904-279-0088 FEMA Form 81-31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the corresponding information from Section A. For Insurance Company Use: Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 1730 OCEAN GROVE DRIVE City ATLANTIC BEACH State FL ZIP Code 32233 Company NAIC Number SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official, (2)insurance agent/company,and(3)building owner. Comments BENCHMARK:SET 60 d NAIL IN WOOD POWER POLE BETWEEN LOTS 3&4,BLOCK 8,OCEAN GROVE UNIT 1,ELEVATION 11.42, NGVD 1929 /Z o 0 Signature I Date ® Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑ above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑ above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A,B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments SECTION G -COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B.C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. ❑ The following information(Items G4-G9)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum G10.Community's design flood elevation ❑feet ❑meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions F Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 1730 OCEAN GROVE DRIVE City ATLANTIC BEACH State FL ZIP Code 32233 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. n s . r W'6S. � ." ,��fl.Yl I•Y�,Cy';, FRONT VIEW 11-23-09 REAR VIEW 11-23-09 ra rs� II 1:• II,I 7 f z t M, f f `t� 3 ! itz aY A r e? 1spf }' RIGHT SIDE VIEW 11-23-09 LEFT SIDE VIEW 11-23-09 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J = ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000746 Date 5/29/08 Property Address . . . . . . 1730 OCEAN GROVE DR Application type description ELECTRIC ONLY Property Zoning . . . . . . . RESIDENTIAL GEN 2 FAMILY Application valuation . . . . 0 --------------------------------------------------------------------------- Application desc TEMP POLE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DIXON, JERROLD & ROSANNA TRI COUNTY ELECTRICAL 11637 E. COLUMBIA PRK. DR JACKSONVILLE FL 32223 JACKSONVILLE FL 32258 (904) 260-9669 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/25/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ------------- ---- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. sa�, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 07-00001682 Date 5/29/08 Property Address . . . . . . 1730 OCEAN GROVE DR Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL GEN 2 FAMILY Application valuation . . . . 600000 --------------------------------------------------------------- Application desc NEW SINGLE FAMILY RESIDENCE --------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DIXON, JERROLD & ROSANNA OCEAN BOULEVARD CONSTRUCTION INC JACKSONVILLE FL 32223 60 OCEAN BLVD ATLANTIC BEACH FL 32233 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW SERVICE 400AMP Sub Contractor TRI COUNTY ELECTRICAL Permit Fee . . . . 85 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/25/08 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. Dumpster must be obtained from a company on the City' s franchise list . ------------------------------------------------------------------------ - 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 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 85/29/2888 88:58 9842609688 TRICOUNTV PAGE 81/81 CITY OF'A'TI;Al'�T'IC.BEAC� ' ELECT-M-CM4 PERMIT APPLICATION OL)k98 DAC property Address: r?3 i D C .�- r v� tA 1 , Telephone M. Owner. Contractor. TeZepbeme M ' 1 con tsrt for Address: the VGlku is we bw�►+�0 tom.said work in in , peralit whfdi ares part bolo!nod,in aoea�I— l,vft.*m of AUK&Bach acaordmce whh the eli ffidwd plim vold is DWldkre BulldftTMft C""tea -New4m os dile tw�UMS Neo` 3�ges;dance :O. , Temp. . Or�. .wilAnt `Old aCaoamercial :0 •'signs O lease p Old a Addition' $q.Ft.' :o Rapi& Q?= sia JKI RACE switch or - W '. VOL1` 'WAY $ Aas RACB padding.swv►ae - NOLT WAY NO Fenders• " PTO. . . Lighting Oudets CON ALEJ OPBN: . Ct7IQQ4 OnN switches Iaeandesaeat . • M.V. Fined QVIR t Air Q' -BEAT _ candwo4ins. COMP.MOTOR •OTHIM.MOTM-- Ab M IMAT Molar's M H.Y. V •TA NO. OvEwi H.P. PH,S T s N0. KVl�►. NO. KVA No. eon_Tran Ea. 3' IIIPNW g00 SeWhWe Read•Adam&B PSG".31233 445 i'lioaer(!Nj?47-SgaO t ftX (9Ad)st'II-SBs3. 1tUpt/IMwK.9i2tlana&beaCy.11.ua, Subj (no subject) Date: 9/2/2009 11:34:14 A.M. Eastern Daylight Time From rn�ltenoacn comcast net To: �rr cou't,y_us @aa!com FIARLN 1'( NNI-:R A(;R1*,rMI;tiT& 12E1,h:AS1: CATV OF .ATJ-, vrw $1:.-wn 4 i F,%I, WirdeOnrl i tizrlt�. 1�. i�ze t u,.ni [I:)t CA Ik k "of rc'vj7r S I ,X21 t"1 ) t Roe .�:d i s r!i rrk Ox k" 'k1 41 '.tirrnal ; r 51 stn i , tt r 1 rr itu; .ae 3 ih.u�re rel h� i �� t tt ni; Sz..7 e� % i tc;a thv, :'Vz`;,10 orhir'wd t.A,r 'r"t ,s!1 ,,inn instWa anr. ;it.,ri,t,ll:diF�rila.4. r t.i t:,, iv..utd t;ia Larz ray Wirral:it tir „��tl;ot � ,ui_.,r.nt t 3,titutr!us a;az n;,kte- :rer-, rrr,tt CnOY IM ta,Ad ,iOd d r”", ii nI.r,:a .r'., t., likk not fra:accrF)lyd from(Hose k%Im si'lalc nttt sant"f tit,abf'�e tivm%. a Wednesday. Septemher 02. 2009 AUL: Tricount)'usc I CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J = ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 F` b. / VIMTy Application Number . . . . . 09-00001898 Date 12/01/09 Property Address . . . . . . 1730 OCEAN GROVE DR Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . RESIDENTIAL GEN 2 FAMILY Application valuation . . . . 15000 ---------------------------------------------------------------------------- Application desc ENCLOSE PORCH ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DIXON, JERROLD & ROSANNA TROPICAL ENCLOSURES INC. 2072 MAYPORT ROAD JACKSONVILLE FL 32223 ATLANTIC BEACH FL 32233 (904) 241-2298 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 125 . 00 Plan Check Fee 62 . 50 Issue 'Date . . . . Valuation . . . . 15000 Expiration Date . . 5/30/10 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 125 . 00 125 . 00 . 00 . 00 Plan Check Total 62 . 50 62 . 50 . 00 . 00 Grand Total 187 . 50 187 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH � 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 08 OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 �j BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 0 ADDRESS; 2..VALUATION OF WORK;':i 3.SQ FT:UNDER ROOF ; t5 (Vat![�L`�/�sc Beach, FL 32233 4.LEGAL DESCRIPTION:, 5.:CLA 3 OF WORK: fi:USE OF STRUCTURE CS / � �.y� ❑NEW BUILDING 11 DEMOLITION W-KSIDENTIAL LOT BLOCK —SUB DIVISIO 6A afor�e (i( J Y I0DDITION ❑CONVERTING USE ❑COMMERCIAL 7.DESCRIPTION OF WORK. : ❑ALTERATION ❑ACCESSORY BLDG, 8.FIRE SPRINKLER: c �yj C ❑REPAIR ❑POOL/SPA 1:1YES 13 N/A irc ev) 1 .344�� ❑MOVE ❑OTHER ❑NO PROPERTY OWNER: c CONTRACTOR: ARCHITECT I ENGINEER:.. 9.NAME: 15,COMPANY AME: 23.COMPANY NAME: RSC' 4YLO- +X 16.NAME 24.LICENSEE NAME: Civ.�FL 10.ADDRESS: 17.STATE OF ORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.. '-D o A�,, G�n G I. 8.ADDRESS yr� � , 26.ADDRESS: 32Z66 � t 11.OFFICE PHONE: 12,FAX NO.: 19.OFF CE PHONE 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: -, . -1.2 y/ 13.CELL PHONE 21.CELL PHONE' 29.CELL PHONE: 14,EMAIL ADDRESS: 22.EMAIL ADORES 30.EMAIL ADDRESS: ✓f3✓ti ci FEE SIMPLE.TITLE HOLDER: (IF OTHER THAN owNeR) BONDING COMPANY: MORTGAGE LENDER: 31,NAME: 33,NAME: 35,NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation nas commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs,Wells, Pools, Furnaces, Boilers, Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to cbtaining a certificate of occupancy or completion issued by the building official, as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE', FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER'or AGENT. ONTRACTOR (If nt,PO er of Attor y o A ncy Iter Required) (Qualifier Only) C Signed:_ ate:g �� ned, _ Date: e-1 7 0 --- Before me this d- day of L2 2001in the county of Before me this/qday of 2001in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared berm b nimseif/hersejandrms�OaJj statemeri �(, Iarati�6 @ erin b himself/herself an ns are y , � J�NI� H itl.111 U0WK y c�',, ,,, �,ua and accurate. O ue and accurate. ,otPaY P��, SAMANTHA N.RIDDICKNotary Public State of fioridaP,,t__ola//ry Public at Large, 3 Qy►�C�rp(m.Exuires Mar 7,2011 otary cat Large,StaNE��u#StF4S�lle'State of FloridaII?ersom.jl Known '9r �` N y Comm. s-Mari';2611v o F dCommission+Y DD 648102 ersonally Known -r oeI ERp[re❑Preducc-d'�.dan,i(ica;ioO � Produced Identification- ' Commission#►DD 648102Nctary Signature: `� G` Notary7i ZZ READ FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL C -.a REVISED 1 512 REQUIREMENTS AND CONDITIONS. FILE C 0 P Y } � ' REVIEWED BY, �� DATE: -/?� s�—� NOTICE OF COMMENCEMENT State of Tax Folio No. County of — 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 toJ this NOTIC OF COMMENCEMENT., Legal Description of property being improved: �y�t_ Map 0 -I-e------- Address of property being improved: ©C'rZC 6�fcfve General description of improvements: Owner:_ - � ��_----= Address: Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Contractor:- _,rt/L3 f��?� Address:0©7.2 ._�� -a--1,1 ."- j 1?? 17. ---------- -- `l` ` Telephone No.: 'r� -�� Fax No: — � 7/ ----- — Surety(if any)Address: Amount Amount of Bond S -- Telephone No: Fax No: —_— Name and address of any person making a loan for the construction of the improvements Name:_ -- — — Address: Phone No: — Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: -- -_--_----_-__-- Address:— --------- ------ -- -- Telephone 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: — Telephone 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 OWNER _ i Signed: _ Date: �J — Before me is day of e — _in the County of Duval,State if Florida,has personally appeared `�.c. 4 2 00 927668, 0P 3K.:5c 1age "i. lotary Public at Large, State of Flori County g val. Number, a;es ' ( � v1y commission expires: E 'ersonaiiy Irnown: L,y„ nr IM r ULLEEP CLERK CiRCUi"�O M DUVAL — — �..•Iar Pte+,�-- - —COUNTY 'roduced Identification: SAM ��ippl —__— R_ECOORDiNG$10,00Notary Public-State of Florida =N,t r Sz My Comm.Expires Mar 7,2011 ,�•rFOFR Q,, Commission#DD 648102 "+ ' 111111111 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned bD paitment:)u ' - 800 Seminole Road a Atlantic Beach, Florida 32233-5445 / -. Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM roperty Address: a V De ent review required Yqs No f wilding pp{icant: 0 /0 r S ng&Zoning Tree Administrator roject: ajjoyL r-O h Public Works Public Utilities /s C(Z 71 Public Safety 'l Fire Services Other Agency Review or Permit required Review or Receipt pate of Permit!Verified B Florida Dept,of Environmental Protection Florida Dept.of Transportation St.Johns Rimer Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS eviewing Department First Review: Approved. FDenied. (Circle one.) comments: ( BUILDING 'LANNING&ZONING Reviewed by: Date: L/"/7`09' TREE ADMIN. Oct Second Review: QApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. ❑Denied. Comments: Reviewed icy: Data: ;v6sed o5f'@�Pf�9 !��ol - tm City of Atlantic Beach PERMITAPPLICATION NUMBER Building Department (To be assigned by-the,Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 61 Phone(904)247-5826 • Fax(904)247-5845 `4C E-mail: building-dept@coab.us City web-site: http://www.coab.us Date routed: Q BUILDING PERMIT REVIEW AND TRACKING FORM Property Address: r ��U v�An re vc Department review required Yes No P Y Building Applicant: r)%A-n--E1VJ Planning &Zoning pp Public Works Public Utilities Project: NEIL) �'L Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verifidd8 Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPL ATION STATUS Reviewing Department First Review: PIApproved. ❑Denied. (Circle one.) Comments: BUILDING rev) 5 ioYN5 PLANNING &ZONING PUBLIC WORKS Reviewed by: Date: PUBLIC UTILITIES Second Review: ❑Approved as revised. ffDenied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: [Approved as revised. [--]Denied. Comments: Reviewed by: Date: ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:0 278 Florida Certificate of Product Approval#FL1999 Page 1 of 1 Document ID:1TH2235-ZO528111239 Truss Fabricator: Lumber Unlimited _ _e Job Identification: 7186OA-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, * (.7t; 6Gr.-(OCEAN B.-Vt) -.)L Tr6ss Count: 15 Mo'del Florida Building Code 2004 and 2006 Supplement y Tru:Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Version 7.33. structural Engineer Of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FRC Minimum Design Loads: Goof 55,0 PSF @ 1.25 Duration j Floor 55.0 PSF @ 1.00 Duration j Wind 120 MPH ASCE 7-02 -Closed Notes: Seal Date:04/28/2008 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 James F.Collins Jr. Florida License Number:52212 2. The drawfng date shown on this index sheet must match the date shown 1950 Marley Drive on the i Edi vi dual truss component drawing. Haines City,FL 33844 3. The load indicated on all referenced girder trusses are consistent with the truss layout provided by Lumbe Unlimited for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown' on attached drawings; the drawing number is ,preceded by: HCUSR235 Details: Ref Description Drawingi Date 1 58316--M29 4-' PLY 08119123 04/28/08 2 58317--M30 08119122 04/28/08' 3 58318--M31 08119121 04/28/08 I 4 58319--M32 08119120 04/28/08 5< 58320--M33 08119118 04/28/08 6 58321--M34 :2- PLY 08119117 04/28/08 7'' 58322--M35 08119116 04/28/-08, 8 58323--M36 08119018 04/28/08 9 58324--EJ37 08119115 04/28/08 10 58325--EJ38 2- PLY 08119114 04/28/08` 11 58326-EJ38 2- PLY AL 08119119 04/28/08 12 58327--HJ39 08119021 04/28/08 13 58328 HJ40 08119019 04/28/08 1 14 58329--CJ41 08119020 04/28/08 f 15 58330--CJ42 08119022 04/28/08 , i I t i I 1 i I111J Uh1U MKLHAKLU tKUM I,UMFUItK IINPUI (LUAU) S U1Mt INJ1UINS) J1JI1MiIILU HY IKUJ� MFK. (7186OA-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL -- ATLANTIC BEACH, ** M29 4- PLY) Top chord 2x4 SP2 Bot chord 2x8 VERA-LAM® 3100-2.0 4 COMPLETE TRUSSES REQUIRED Webs 2x4 SP #3 :W16, W18 2x4 SP #2: Nailing Schedule: (0.131"x3" Gun nails) Top Chord: 1 Row @12.00" o.c. SPECIAL LOADS Bot Chord: 2 Rows @ 4.50" o.c. (Each Row) _ (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) Webs : 1 Row @ 4" o.c. TC From 83 PLF at -1.33 to 83 PLF at 3.00 Repeat nailing as each layer is applied. Use equal spacing TC From 84 PLF at 3.00 to 84 PLF at 28.00 between rows and stagger nails in each row to avoid splitting. TC From 83 PLF at 28.00 to 83 PLF at 32.33 BC From 4 PLF at -1.33 to 4 PLF at 0.00 In addition apply (1) TrussLokZ TSLZ006 screw at each joint location. BC From 30 PLF at 0.00 to 30 PLF at 3.00 BC From 35 PLF at 3.00 to 35 PLF at 28.00 (**) 1 plate(s) require special positioning. Refer to scaled plate BC From 30_PLF at_28.00 to 30 PLF at 31.00 plot details for special positioning requirements. BC From 4 PLF at 31.00 to 4 PLF at 32.33 TC 78 LB Conc. Load at 31.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located TC 892 LB Conc. Load at 32.33 anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL-3.0 BC 52 LB Conc. Load at 3.00 psf. Iw=1.00 GCpi (+/-)=0.18 BC 6513 LB Conc. Load at 4.15 BC 7477 LB Conc. Load at 17.98 Wind reactions based on MWFRS pressures. BC 723 LB Conc. Load at 23.86 BC -716 LB Conc. Load at 27.86 Roof overhang supports 2.00 psf soffit load. BC -382 LB Conc. Load at 28.00 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 56 -1.77 2.56 TC 22 2.56 27.56 TC 56 27.56 31.90 BC 120 -0.29 30.56 4X8= 8X10= 7X10= 1.5X4111 5X6= 5X10= 1.5X4111 5X6= 5 5 r 1-7-1 ' , +1018 I P111tx k 6X10(R) III 4X8= 8X10= 4X8= 4X10(63) = 1.5X4 III 4X8=ig 3X10(**) III 1.5X4 III 5X6(Al) ig 5X10= t `!� 1�� 3m 22-5-4 `1 6X6= L2-3 8 T 1 1 1 10"4 r 3 0 0 2 -2-112-2-1 2 2 1 5 1 5-1 2 2 1 2 2 1 -2-8 -2-8 1 3-3-8 r 3 0 0 1.1.1 2 2 2 2 12 2 2 1 5 1 5 1 2 2 1 2 2 1 2 8 2 81 1-12 3 0 0 1-3 0 0_1, 25-0-0 -1-3-0-0-1 k ' p F F 31-0-0 Over 3 Supports R=7898 U=2269 W-5.5" R-=10646 U-5053 W=5.5" R=0 Rw=1325 W=3" Note: All Plates Are 3X4 Except As Shown. Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C RT=1.00(1.25) /10(0) 7.33.0114. 0TY:1 FL/-/4/ -/R/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE E%INF ME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. T C L L 20.0 P S F R E F R235-- 58316 REFER TO BCSf (BUILDING COMPONENT SAFE lY INF ORMAIION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 2t8 ( •.��•....... N0R1H IEf 111111. SUITE 312. ALF%ANDRIA. VA, 22314) ANO HFLA (WOOU Ift USS CO ON It OF AMERICA. 6300 ` 11�!��"•• �` p p ENTERPRISE LANE• MADISON, WI 5])19) FOR SAFETY PRACTICES PTR RIOR TO PERFORMING THESE FUNCTIONS. ONLF 55 �7F T C D L 20.0 P J F DATE 04/2 V/0 V OIHERWISF INOICAT ED TOP CIIORO SHALL IIA VE PROPERLY ATTACHED ST RIICTIIR AL PANELS AND BOTTOM CHORD 'HALL NAVE -w, A PROPERLY ATTACHED RIGID CEILING- • \, C \, a BC DL 5.0 PSF DRW HCUSR235 08119123 *IMPORTANT**FURNISH A COPY 01 IVIS DESIGN TO 111E INSTALLATION CONTRACTOR. ITW BCG. INC. SH AIL NO1 ALPINE *BE RESPONSIBLE FOR AN DEVIATION FROM THIS DESIGN: ANr FAILURE ro Bu1LD THE TRUSS IN CONFORMANCE WITH S* B C L L 10.0 P S F HC-ENG D L J/D L J TP[: Oft FABRICATING. HANDLING. SHIPPING, INSLALLING 5 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS of NUS (NATIONAL OESIGX Sl'EC. BY AFBPA) aN0 TPI. ITW BCG •• S ATE O CONNLCTOR PLATES ARE" MAPF of 20/16/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W. K/H.SS) GALV. STEEL. APPLY , �. T 0 T.LD. 55.0 P S F S E Q N- 175524 PLAIES IO EACH FACT OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A Z. •� CO R1O�f ITW Building ComponentsGrou Inc. ANY INSPECTION I PIATCS TOLIOWFD BY (1) SHALL BE PER ANNE% Al Of IPI]-200) SEC.]. A SEAL ON IH TS s+S�0NA` 6� OUR.FAC. 1.00 FROM LR 9 •1O P DN AWING INDICATES ACCFPiANCF OF PROFF SSiO NAI ENGINEERING RE SPO NSiO1L1 IY SOI LLY FOR iliC TRUSS COMPONCNi Haines City,FL 33844 BU I L D IIN GH U F S I GNLRI PER ITESDNST/TPITI SFAID DLF QT THIS COMPONENT FQR ANY BILI LUING IS IHt RESPONSIBILITY Of IIIc FL Certificate of Authorization#0278 APr SPACING 24.0" JREF- 1TH2235_ZO5 IHI� UWU VKLVAKtU rKUM I,UMYUItK INPUT (LUAU) 6, U1MLNJIUINJ) JUbMI)ItU by IKUJJ MER (7186OA-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** M30) Top chord 2x4 SP 2 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located Bot chord 2x4 SP 2 within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-4.0 psf, wind Webs 2x4 SP #3 BC DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) TC 82 1.777 4.56 Deflection meets L/360 live and L/240 total load. TC 93 4.56 12.31 BC 75 -0.44 12.31 5X8= 1.5X4 III 3X4(R) III 5 LZ i -5-1 �— 2 1018 2X4(A1) = 1.5X4111 1.5X4111 1.5X4% 4X8= �-- 1-4-0 -2-3-8---->J IE 3-11-8 fE50-0 a}E 3-6-12 31E 4 2-4 31 f 2-5-0 2-7-0 T 3-6-12 T 4-2-4 I, 5-0-0 _I, 7-9-0 12-9-0 Over 2 Supports R=690 U=197 W=3" R=872 U-446 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.00(1.25) /10(0) 7.33.011 QTY:1 F`L/ 4 -/ R/- Scale =.5" Ft. —WARNING— 1111111 REOUIRF 1%1REME CARL IN FABRICATION. HANDLING, SHIPPING, INSIALLING ANU BRACING. G • Ili L L 20.0 P S F R E F 8 2 3 5 58317 REFER TO BC S1 (BUII DING COMPONENT SAFFTY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 �`.• f N�• NORTH LEE S.R.E.. SUITE 312. ALL DR IA. VA, 22314) AND WTCA (W 000 TRUSS COUNCIL OF AMERICA, 6300 (�. V ENTERPRISE LANE, MADISON. WI 53]19) FOR SAFETY PRACi1CT5 PRIOR TO PERFORMING THESE FUNCTIONS. UNI.FSS 7`�' T C D L 2 0.O P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED StRUC TIIRAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERTY ATTACHED RIGID CEILING. Q. . BC DL 5.0 PSF DRW HCUSR235 08119122 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG. INC. SHALE NOT YALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 BBIID 1HE TROSS IN COMFORMANCE WITH A �w B C L L 1 0.0 P S F H C E NG DLJ/DLJ TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING S BRACING OF TRUSSES. /1 DESIGN CONFORMS WITH AP PI ICA NIF PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFAPA) AND TPI. ITW BCG P,ONNICTOR PLATES ARE MADE OF 20/IR/16GA (W,H/S6/K) ASTM A653 GRADE 40/60 (W. K/H,SS) GALV. STEEL. APPLY � . ` R1.. TOT.L D 55.0 P S F S E O N 175405 PLATES TO EACN IACF OF TRUSS AND. UNLESS OTHE RWI SF LOC A TEU OH THIS DESIGN, POSITION PER DRAWINGS 160A-Z. _ I7YVBuildin Components Group lnC. ANY INSPFf,TION OF PLATES FOLLOWED BY (i) SHAI.I RE PER ANNE% a3 OF 1PI1.2002 SFC.3. A SEAL ON 11115 v '0�� D U R.FAC. 1.2 5 F R )M LR 9 ♦• p DRAWING INDICATES ACCEPTANCE OF PROTCSSIONAL ENGTNLLRING RFSPONSIBILITY SOLELY FOR THE TRUSS COMPONLNI FIa1Ne5 City,FL 33844 BUILDIN SHOWN OESI GNERTPERSAN 51/TPI TI SLD USL OF 11115 COMPONENT FOR ANY BHI1GING IS THE RESPONSIBILITY 01 1111 FL Certificate of Authorization#0 278 Apr 2 SPACING 24.0" JREF- 1TH2235_ZO5 (71860A (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, M31) IHIJ UWU fKt F'ANtU 1'KUM LUMKUILK INPUI (LUAU) 5 UIMLNJIUNJ) JUHMIf ItU HY IKUJJ MtK. ** Top chord 2x6 SPI Dense :T2 2x4 SP ff2: Negative reaction(s) of -462# MAX. (See below) from a non-wind load Bot chord 2x4 SP 2 case requires uplift connection. Webs 2x4 SP #3 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located SPECIAL LOADS within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind - (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) BC DL-3.0 psf. Iw=1.00 GCpi (+/-)=-0.18 TC From 83 PLF at -1.33 to 83 PLF at 6.56 TC From 83 PLF at 6.56 to 83 PLF at 12.31 Right end vertical not exposed to wind pressure. BC From 4 PLF at -1.33 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 12.31 Roof overhang supports 2.00 psf soffit load. TC -706 LB Conc. Load at -1.33 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Wind reactions based on MWFRS pressures. CHORD SPACING(IN OC) START(FT) END(FT) TC 47 1.33 7.00 Deflection meets 1/360 live and L/240 total load. TC 69 7.00 12.75 BC 94 0.44 12.75 5X8= 3X4(R) III 5 T2 4 X 4 3-3-1 171 10 1-8 3X4(Al) = M 4X4= 1.5X4 III 1.5X4 III 4X4= L<--1-9-4-��1-10-4-->J 1- 3-11-8 1-11-12 y 4 7-0 5-9-0 1-11-12 3T 4-7-0 ATE 1-6-12 �` 4-2-4 I, 6-6-12 I 5-9-0 I fE 12-3-12 Over 2 Supports R=-462 Rw-319 U=178 W-3" R=1307 U=440 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.00(1.25) /10(0) 7.33.0114. 0TY:1 FL/-/4/ -/R/- Scale =.5" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND OR •• TC LL 20.0 P S F R E F R235- 58318 RIFER TO BCST (BUILDING COMPONENT SAFETY INFORMATION). RUBEISHED BY TPI (TRUSS PLAT' INSTITUTE, 218 NORTH LEE STREET. SUE TF 312, ALEXANDRIA. VA, 22314) AND WTCA (WOOU TRUSS COUNCIL OF AMC RICA. 6300 ` /` ENTERPRISE IANE. MADISON. WI 53)19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS �•Y\•.1 TC DL 20.0 P S F DATE 04/28/08 11HERF41 SE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE + A PROPERLY ATTACHED RIGID CEILING. Q BC DL 5.0 PSF DRW HCUSR235 0e119121 "IMPORTANT**11111H A COPY OF 11115 11111N TD THE INSTALLAIION CONTRACTOR. "I DCG, INC. SHALL NOT ,y BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMEORMANCE WL = ALPINE PI; OR FABRICATING. HA„DUNG. SHIPPING. INSIALLING 8 BRACT„G OF IRIISSEs. B C L L 10.0 P S F HC-ENG D L J/D L J DESIGN CONFORMS WIIH APPLICABEE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ITW BCG •• v �C O CONNFCTOR PLAIFS ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W, K/H,SS) GALV. STEEL. APPLY Aft TOT.LD. 55.0 P S F S E Q N 175500 PLATES TO EACH FACE OF TRUSS AND. UNI FSS OTHERWISE LOCATED ON THIS DESIGN. POST FION PER DRAWINGS 160A-2. • •�`O R11D•r•. ITWBuildin C .ants Grow Ina, ANV INSPECTION 0f PLATES FOLEOHEU BY (i) SHALL BE PER ANNE% A3 OE TPI'.T'l 2 5EC.3. A SE A1. ON 1NIS -�1 ....�[wl� D U R.FAC. 1.25 F ROM L R g/+�/m�� ] p,I,I P DRAWING INOICATFS ACCEPTANCE OF PROFESSIONAL ENGINEERING R L S P O NSIBiI.ITv SOLELY IDR IIIF TRUSS COMPONENT V A Hames City,FL 33844 RU ILDIN GD SIGN MD FSIGNER TIH SUITAFITI ANSI/TP ANSI/TPI SCD USE OF IVIS COMPONENI FOR ANY BUILDING IS THE RESPONSIRII TTY OF THE FL Certificate of Authorization#0 278 A p r SPACING 2 4.0" J REF- 1 T H 2 2 3 5_Z 0 5 THIS UWU NKtPAKLU tKUM 1.UMF'UItK INMUI (LUAUS 6 UIMtNSiUNS) SUbMIIILU MY MUSS MhN. (71860A (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL -- ATLANTIC BEACH, ** M32) Top chord 2x6 SP #1 Dense :T2 2x4 SP #2: Negative reaction(s) of -660# MAX. (See below) from a non-wind load Bot chord 2x4 SP #2 Dense case requires uplift connection. Webs 2x4 SP #3 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located SPECIAL LOADS anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL-3.0 -(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) psf. Iw=1.00 GCpi (+/ )=0.18 TC From 83 PLF at -1.33 to 83 PLF at 8.56 TC From 83 PLF at 8.56 to 83 PLF at 12.31 Right end vertical not exposed to wind pressure. BC From 4 PLF at -1.33 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 12.31 Roof overhang supports 2.00 psf soffit load. TC -829 LB Conc. Load at -1.33 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Wind reactions based on MWFRS pressures. CHORD SPACING(IN OC) START(FT) END(FT) TC 31 -1.77 8.56 Deflection meets L/360 live and L/240 total load. TC 45 8.56 12.31 - BC 86 0.00 12.31 5X6: 3X4(R) III T2 3 X 4 4X4 5 10-1 8 4X4(A2) = 5X6= 1.5X4 III 2X4 III 4X8=- L<--1-9-4 X8=L<--1-9-4- -1-10-4->] 3-11-8- rE 1-11-12 MJF 3-3-8 SIE 3-3 8 aTE 3 9-0 _ J 1 11-12 3 3-8 3-3 8 3-9-0 I 8-6-12 I 3-9-0 fE 12-3-12 Over 2 Supports J I R=-660 Rw=315 U=161 W=3" R=1382 U=456 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.00(1.25) 10(0) 7.33.011 QTY:1 FL /4/ /R/ Scale =.5" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. �s•••�•.•.•••�• -TC LL 20.0 P S F R E F R 2 3 5 58319 PETER TO BCS1 (BUILDING COMPONENT SAFETY INFORMATION). PUB(-ISHE0 BY TPI (TRUSS PLATE INSTITUTE, 218 /` [ NORTH 'I.E STREET. $1111E 3]2. ALEXANDRIA. VA. 223 14) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 �•• TC D L 20.0 P S F DATE 04/28/08 ENTERPRISE LANE. MADISON, W1 53719) FOR SAFETY PRACIICES PRIOR 10 PERFORMING THC SF FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS -D BOTTOM(:H ORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FSO. * .�* BC DL 5.0 PSF DRW HCUSR235 08119120 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO 111E INSIAILATION CONTRACTOR. ITN BCG, INC. SHALL NOT / ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 BUILD THE TRUSS IN COMFORMANCE WITH B C L L 1 0.0 P S F HC-ENG D L J/D L J 111; OR FABRICATING, HANDLING. SHIPPING. INSTALLING A BRACING OF TRUSSES. �\ Sl' E DESIGN CONFORMS WI TM APPI(,ABLE PROVISIONS OF NUS (N AT TO NAI. DESIGN SPEC. BY Al APA) AND TPI. ITN HCG � �• w Pf• TOT.L.D. 5 5.0 P S F S EON 175472 f.ONNECTOR PI AILS ARE MADE OF 20/18/1GGA (W,H/55/K) ASTM A653 GRADE 40/60 W. K/H,SSJ QALY S1ELL APPLY ^!O RIOT•- ` PLATES TO EACH FAGS OF TRU 55 AND. UNLESS OiHERR SE LOCATFIT ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. C F,� ffW BUddin Com ANY INCPECiiON OF PLATES FOL LOWFO BY (i) SHALL BE PER ANNEX A3 OF IPI1-2002 SEC.3. A SEAL ON THIS S,O��L G D U R.FAC. 1.2 5 FROM L R 9 �1..t5 OGAM.P M. ORAWi NG INDICATES ACCEPTANCE OF PROF ESS IHNAI FNG INE FRI NG RE SPO NS IN TLITY SOLELY FOR IHf TRUSS COMPONFNI I\ L Haines City,FL 33044 BUILD SIGNNGHDE SIGNE RTHI P FRSPITAIIIA NSI/TPIT1 SFC ABU UZF OF THIS COMPONE NI FOR ANY BUILDING IS THE RESPONSIBILITY OF THE FL Certificate of Authorization#0 278 Apr 2 SPACING 24.0" JREF- 1TH2235_Z05 IM1J UWU NNtVANtU tNUM LUMNUItK 1N1'UI (LUAU) 6 U1MtNJIUNJ) JU1fM11ILL) dY INUJJ MEN. (71860A (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL -- ATLANTIC BEACH, ** M33) Top chord 2x4 SP 2 120 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, Located But 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. lw=1.00 GCpi(+/-)-0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) STAR T) END(FT) TC 120 1.77 10,56 Deflection meets L/360 live and L/240 total load. TC 21 10.56 12.31 BC 75 -0.44 12.31 4X4= 1.5X4111 5 �— 3 X 4 4-11-1 10-1-8 3X4(R) III 2X4(AI) = 2 X 4 3X4= �_- 1-4-0 -1--2-3-8—� 3-11-8 � L,- 5-9-14 _1_ 4-11 8 2 _(^_�l0_ 1-9-0 J 2-5-0 6-1-12 �� 4-2-4 I, 11-0-0 I 1-9-0 1 j< 12-9-0 Over 2 Supports - _1 V690 U=149 W-311 R=872 U=419 W=5.51' Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.00(1.25) 10(0) 7.33.011 0TY:1 FL/-/4/ -/R/- Scale =.5"/Ft. **WARNING** TRUSSES RE DU IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. C, T C L L 2 0,0 P S F R E F 8 2 3 5 58320 REFER TO BCS. (BUIL DI Nf.COMPONENT NT SAFETY INFORMATION). RUDE BY TPI (TRUSS PLATE IN SiITUTE. 218 �••••�• ....... _n NORTH LEE STREET. SUI IE ]12. AtE%A NORIA, VA, 22114) ANp WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6]00 (�••••V. n (` p p ENTERPRISE LANE. MADISON, HT 5}]I9) FOR SAFETY PRACT If,ES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS V Z•(� T C D L 2 V O P J F DATE Q 4/2 8/Q 8 OTHERWISE INDICATED TOP C,IIORD SHALL HAVE PROPERLY ATIACHEU STRUCTURAL PANELS AND BOTTOM CHORD SII ALL HAVE A PROPERLY ATTACHED RIGID CEILING. _ 12 r BC DL 5.0 PSF DRW HCUSR235 08119118 --IMPORTANT**' R"1111 A COPY OF THIS DESIGN 10 THE INSTAL11110N CONTRACTOR. I" BCG, INC. SHALL NOT ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH : BC LL 10.0 P S F HC-ENG DLJ/DLJ TPI:Y OR FABRICATING. HANDLING. SHIPPING, INSTALLING b BRACING OF TRUSSES. DESIGN CDN TO RHS WITH APFLICABLF PROVISIONS OF No' (NATIONAL DESIGN SVEC, BY AFbPA) AND TPI. ITW BCG TOT.L.O. 55.0 P S F S E Q N 175426 CONNECTOR PLATES ARE MADE OF ZOYI8Y16GA (W.HYS1111 ASTM a651 GRADE 40(60 (W, K(H.SS) GACY. SILEL. AP PLY �' • • O�,+�•`•� PLATES TO EACH TALE OF TRUSS AND. UNLESS 0111 ER WI SF LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 1GOA-Z. /�L`W_• v t7w>81//�ln Components Grow tnC. ANY 1NSPE f,I ION DF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX AJ OF TPI1-2002 SEC.]. P SEAL UN THIS (►,0�� DUR.FAC. 1.25 FROM LR 9 P DRAWING INDICATES ACCEPIANCF Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT v Haines City,FL 33844 BU ILD IN6HDE NIGNLRTPERSABU ANSI/TPM SED'E OF THIS CDMPONCNi FOR ANI BUILDING IS T111 RESPONSIBILITY OF THE FL Certificate ofAuthoTization#0278 C_ Apr SPACING 24.0" JREF 1TH2235_Z05 IHIJ UW(T YKLNAKLU THUM LUMPUILK INI'UI (LUAU� TV UIMLNJIUNJ) JUOMIIILU by IHUJJ MT-N. (71860A (OCEAN BLVD )L/1872 OCEAN GROVE/DUVAL -- ATLANTIC BEACH, ** M34 2- PLY) Top chord 2x6 SP #1 Dense E Bot chord 2x4 SP #2 2 COMPLETE TRUSSES REQUIRED Webs 2x4 SP #3 Nailing Schedule: (0.131"x3"_Gun_nails) Top Chord: 1 Row @12.00" o.c. SPECIAL LOADS Bot Chord: 1 Row @12.00" o.c. „ -(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Webs : 1 Row @ 4" o.c. TC From 83 PLF at 1.33 to 83 PLF at 12.31 Use equal spacing between rows and stagger nails d BC From 4 PLF at -1.33 to 4 PLF at 0.00 in each row to avoid splitting. BC From 30 PLF at 0.00 to 30 PLF at 12.31 TC 1105 LB Conc. Load at -1.33 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC DL-3.0 Wind reactions based on MWFRS pressures. psf. Iw-=1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Right end vertical not exposed to wind pressure. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 120 1.77 12.31 1.5X4 III BC 72 0.00 12.31 3 X 4 5-7 13 5 �- 3X10 10 i 8 3X3= 4X4(A2) = 2X4111 5X6=- 1-9-4-�I-10-4–>J 3-11-8 X6=1-9-4-J�1-10-4- -3-11-8 —� 1-11-12 aje 6-1-12 4-0-8 1"12 1 11 12 6-1-12 4-2-4 <---- 12-3-12 Over 2 Supports ---� R=2449 U=808 14=3'I R=207 U=408 W--5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 7.33.011 0TY:1 FL/-/4/-/-/R/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANOI.i NG, SHIPPING. INSTALLING AND BRACING. G� T C L L 2 0,0 P S F R E F 8 2 3 5 58321 REFER TO BCS( (BUILDING COMPONENT SAFETY INFORMATION), FORT IT 0 BY THE (TRUSS P(.AFE INSTITUIf, 219 V••••••CENS••• S' NORTH LEE STREET, SUITE 312. ALEXANDRIA, VA, 223141 AND WTCA (HOOD FRUSS COUNCIL OF AMERICA. 6700 •,� (` EN I'E RPRISE LANE, MADISON. NI 53]19) FOR SAFETY PRACTICES PRIOR TO PERT RMING THESE (UNCTIONS. UNLESS T C D L 20.0 PSF F DATE 04/28/08 OTHERWISE INDICAT FD IOP CH O RU SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL. HAVE A PROPERLY ATTACHED RIGID CEILING. No. ' y . BC DL 50 PSF DR W HCUSR235 08119117 **IMPORTANT**FURNISH A COPY OE THIS DISIGN TO THE INSTALLATION CONTRACTOR. ITN BCG, INC. SHALL NOT if ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE IO BUILD THE TRUSS IN COME(RMANCE WITH B C L L 10.0 PSF HC-ENG DLJ/DLJ TPI; OR FAOHIf.ATING. HANDLING, SHIPPING, INSTALLING d BRACING OF TRUSSES, .Q:• -TA DESIGN CO Nf DBMS WI I11 APPLI CARIE PROVISIONS OF NDS (NATIONAL OF SIGN $PF C. BY AFBPA) AND TPI. I1W BCG (� CONNECTOR PLATES ARE MADE OF TD/18/16GA (W.H/SS/KI AS IN A653 GRADE 40]60 (W. K/II.SST GALY. STEFI.. APPLY ••. / Pf• TOT,L.D. 5 5.0 P S F S E 0 N 175466 PLATES 10 EACH FACE 01 TRUSS AND, UNLESS OTHFRWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 16DA Z- •C. ....•�A\ invBUlld%n (O�npOn@nt5Grou Inc. NY INSPECTION OF PLATES FOLLOWED NY (i) SHALL ❑E PLR ANNEX Al OF "' "0' SLC.I. A SEAL ON THIS s/pHA` v DUR.FAC. 1.25 FROM LR 8 p ORA NG INO[CA FES AGCFPTANCE OF PROF FSS(ONAL LNG(NEFRA- RE SPDN5IHIIITY SOLELY FOR THF TRUSS COMPONENT Hames CI FL 33844 DF SIGN SHOWN. UItABII:1Y AND USE OF (HIS COMPONENT FOR ANY BUILDING IS 1HE RFSPONSIBIIITY OI INE "`y, BUILDING DESIGNER PLR ANSI/TPI L SEC. 2. Apr SPACING 24.0 JREF- 1TH2235_ZO5 FL Certificate of Authorization#0 278 THIS UNU YKLYAKLU TRUM (,UMPUILK INPUT (LUAU) 8 UIMtN�,IUW1) JUfSMI)ILI) by iHjJJ MhK. (71860A (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL -- ATLANTIC BEACH, ** M35) Top chord 2x4 SP 2 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED 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. Iw=1.00 GCpi(+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. `• CHORD SPACING(IN OC) START{FT) END(FT) TC 59 1.77 2.73 8C 35 -0.19 2.73 1.5 X 4 III 5 T 1-7-14 10-1-8 2X4(Al) = 9-7-1 R=200 U=44 1.5X4111 2-5-0 1"12 1"12 —3-0-4 —4-6-0 Over 3 Supports - -� R=359 U=126 W=3" R=-44 Rw=4 U-8 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) 1O(0) 7.33.0114 CITY:2 FL/ /4 / R/ Scale =.5" Ft. "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. � ` T C L L 20.0 P S F R E F R 2 3 5 - 58322 REFER TO BC51 (B UILOING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPC (TRUSS PLATC INST ITUIE, 218 G ••• • C NORTH LEE STREET, 5UI TE 312, IL XANONE A, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL Of AMERICA, '30U V G S EN TIRPRISE LANE, MADISON, WI 53119) FOR SgFETY PRACTICES PRIOR TO PF.RF ORMING TI{ESE FUNCTIONS. UNLESS TC DL 20.0 PSF DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHAIL HAVE PROPERLY ATTACHID STRUCTURAL PANELS AND BOIIOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. fa �l L BC DL 5.0 PSF DRW HCUSR235 08119116 —IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG, INC. SHALL NOT ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE W", B C L L 10.0 P S F HC-ENG D L J/D L J TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. A'. ST TE DESIGN CONFORMS WITH APE MADEICABIE PROVISIONS OF NO (AS(M A65 DESIGN SPCC. BY AHgPA) AND IPI. IAN BCG ' �f TOT.L D. 5 5.0 P S F S E Q N 175436 CON NE f,TOR PLATES ARE MADE OF 20118116GA (W.H/SS/K) AStM 0.553 GRADE 40/60 (W. K/H.SS) GAI V. STF FI. APPLY I• PLATES TO EACH FACE OF TRUSS AND. UNt.ESS OTHE RWISF I.00AiED ON THIS DESIGN. POSITION PFR DRANINGS 1BOn-Z, •.• O R1Of• ANY INSPFC110N OF PLATFS FOLLOWED BY (i) SHALL RF PER ANNE% A3 OF TPI1-2002 SFC.3. A SEAL ON THIS (it'0�� OUR.FAC. 1.25 FR0M LR ITW@Ili/CI/l1g G/��nTpDnentS OGAroAIJp�♦'7�• pRAWI NG IN ACCTV TANTE OF PROFF SSI ONAL FNGINC ER IND RE SFD NSIBILI TY SOI ELY fOR 111E TRDSS COME ON NT �V Hames City,FL 33044 DESIGN SHOWN. GNER[HE ER SUITABILITY Y SEAND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF TILE FL Certificate of Authorization#0 278 Apr SPACING 24.0" JREF- 1TH2235_Z05 IHIJ UWU YIELFAKLO -KUM UUMPU ILK IBLUE I (LUAU) 6 1'1MIL NJL UNJ) JUtSMIIIL1) 13Y IKuJJ Mf K. ( 71860A (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL -- ATLANTIC BEACH, ** M36 ) Top chord 2x4 SP 2 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED 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. Iw-1.00 GCpi(+/-)=0.18 i Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) TC 69 -1.33 4.00 Deflection meets L/360 live and L/240 total load. BC 46 0.15 4.00 1.5X4III 5 �— 2-0 1 10-1-8 1.5 X 4 III 2X (A ) L-1-4-0-- 3-10-4 —�"12 �4-0-0 Over 2 Supports R=377 U=106 W=5.5" R=193 U=77 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.00(1.25) /10(0) 7.33.011 QTY: FL/ 4 -/R/- Scale =.5"/Ft. **WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. TC L L 20.0 P S F R E F R235- 58323 REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBIISHED BY TPI (TRUSS PLATE INSTITUTE. 218 •��" C NORTH LEE STREET. SUITE 312. A1.F%A NDRIA. VA, 22]14) ANO WTCA (W 000 TRUSS COUNCIL OF AMERICA, 6300 G /` C' p E NiERPRISE LnNE. MADISON. WI 53]19) TOR SAFETY PRACTICES PRIOR TO PEREORMING THESE FI1NC110NS. UNLESS •••, T C D L 20.0 P S F DATE 0 4/2 8/0 8 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE ` A PROPERLY ATTACHED RIGID CEILING. NR yy BC DL 50 PSF DR W HcusRzss 08119018 A-IMPORTANT**FURNISH A COPY OF 11115 DESIGN 10 THE INSTALLATION CONTRACTOR. 111 BCG, INC. ,IIALL NOT 7� ALPINE RE RESPONSIBLE FOR ANY OEVIAl10N FROM TIf15 DESIGN: ANY FAILURE TO BUlLU THE TRUSS IN COM(ORMnNf,E WITH B C L L 1 0.0 P S F H C-ENG D LJ/DLJ TPI; OR FABRICATING. HANOI TNG, SHIPPING. INSTALLING d BRACING OF TRUSSES, TATE OF DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DL SI GN SPEC. BY AfTTPA) AND TPI. ITW BCG �• TATE f TOT.L D. 55.0 P S F S E Q N 175285 CONNEGIOR PLATES ARE MADE OF 20/i8/IGGA (W.H/SS/K) ASTM A653 GRADE 00/60 (W. K/H,SS) GALV. STEEL. APPLY , -� PLATES TO EACH FACE Of IRUSS AND. UNLESS OTHERWISE LOCATED ON THIS OF SI GN. POSITION PER DRAWINGS 160A-1. R1�f� nwBuddin ri07nP--tSri— ice, ANY INSPECTION OF PLATES FOIIONLU BY (i) SMALL BF PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS sS/ONAL G` OUR.FAC. 1.25 FROM LR .Q P DRAM NG INDICATES AC PT AN Cf OF PIF SSI ONAL ENGINLE RI NG RF,PONS IB IF ITY SOLELY FOR THF TRUSS CO MPO NENI Haines City,FL 33844 DESIGN NN SHOWN HDESIGNER'IT' IARII1T1 SEC.USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILIIY OF THE F[,CeltiecateofAuthorization#0278 Apr SPACING 24.0" JREF 1TH2235_Z05 IH1J UWG PKtPARLU THUM (,UMYUItK INPUT (LUAU) 5 U1MtNJ1UNJ) JUHM11ILL) by IKUJJ MI-K. (7186OA- (OCEAN BLVD )L/1812 OCEAN GROVE/DUVAL - ATLANTIC BEACH, ** EJ37) Top chord 2x4 SP {�2 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED 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. Iw=1.00 GCpi(t/ )=0.18 Roof overhang supports 2.00 psf soffit load. ; Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 56 1.33 3.00 BC 34 0.15 3.00 Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 11 5 1 5 F-- R=88 U=53 T* 1-7-1 10 1 8 R=40 2X (A ) 1-4-0->J 13 0-0 Over 3 Supports�f R=329 U=96 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C RT=1.00(1.25) /10(0) 7.33.0114. OTY:18 FL -/4/-/-/R - Scale =.5" Ft. —WARNING— IRUSSES REOII(RE E%1REME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. i`,w, TC LL 20.0 P S F R E F R235-- 58324 REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 co NORTH LEE STREET, SUITE 312. AI.E XA NOR IA. VA. 22314) ANO RICA (HOOD IRUSS COUNCIL OF AMERICA. 0300 E N T F RPRISE LANE, MADISON. NI 53]19) FOR SAIFTY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS ��•• �•• .� TC DL 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED IOP CHORD SHALL HAVE PROPERLY AIIAC'UIO STRUCTURAL PANELS AND BOTTOM CHORD SHALL HA VF /` A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW HCUSR235 08119115 a —IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG. INC. SHALL NOT ALPINE BE RESPONSIBt.E FUR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TME TRUSS IN COMFORMANCE WITH 3 BC LL 10.0 P S F H C-E NG DLJ/DLJ iPl: OR FABRICATING, HANDLING, SHIPPING. INSTAI.I.ING 6 SPACING OF TRUSSES. A; STA 0 _ DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SP11, BY AF11A) ANU tPl. I1H BCG (` (� CONNECTOR PLA IfS ARE MAUE OF 20/16/1tiGA (N.H/SS/K) ASTM AG53 GRADE 00/50 (W. K/H,SS) GAt Y. STEEL. AP PIY w j• T O T L D 55.0 P S F S E O N 175280 PLATES TO EACH FACF OI TRUSS AND, UNLESS OTHERWISE IOCAIFD ON THIS OE SIGN. POSITION PFR DRAWINGS 1F OA-Z. l P.' ITYV Building Components IS lnc. ANY INSPECTION OF PI-AYES fOLLOWF.p DY (i) BNA1L PE PFR ANNE% A3 OF TPI1-2002 SEC.3. A SEAL ON THIS •�� ..•. D U R.FAC. 1.25 F R 0 M L R 9 po A DRAM NG INDICA T FS ACCLPIAN CE OF PRUF E SSS ON AL ENGINFFRI NG RE SPO NSIB IL ilY SOLELY FON lilt IRUSS COM P ONFNT (tti vV Halve$City,FL 33844 DESIGN SHOWN. THE SUI FABILFTY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF I T F v ry, O BD=LO IN OFSIGNFR PFR ANSI/TPI T SEG. 2. Apr N SPACING 24.0" JREF 1TH2235_ZO5 FL Certificate of Authorization#0 278 (71860A (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL -- ATLANTIC BEACH, ** EJ38 2- PLY) Top chord 2x6 SP 2 Bot chord 2x4 SP 2 2 COMPLETE TRUSSES REQUIRED Webs 2x4 SP 3 Nailing Schedule: (0.131"x3"-_Gun__nails) Top Chord: 1 Row @ 4.50" o.c. SPECIAL LOADS Bot Chord: 1 Row @12.00" o.c. ------(LUMBER DUR.FAC.-=1.25 / PLATE DUR.FAC.=1.25) Webs : 1 Row @ 4" o.c. TC From 83 PLF at -1.33 to 83 PLF at 2.56 Use equal spacing between rows and stagger nails a BC From 4 PLF at -1.33 to 4 PLF at 0.00 in each row to avoid splitting. BC From 30 PLF at 0.00 to 30 PLF at 2.56 TC 900 LB Conc. Load at -1.33 Negative reaction(s) of -716# MAX. (See below) from a non-wind load 120 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, Located case requires uplift connection. anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC DL=3.0 psf. Wind reactions based on MWFRS pressures. Iw=1.00 GCpi (+/ )=0.18 Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 56 1.33 3.00 BC 29 0.62 3.00 Note: Specified hanger(s) based on Southern Pine lumber values. Refer to hanger manufacturer's product catalog for proper applications. Hanger = Simpson HGUS28-2 or equivalent, fill all nail holes. 3X10 III 5 F— I T 1 10 1-8 1.5 X 4 III 2X4(Al) 2"4 �--1-9-4 3"4 �__2-3-8 - lel 2 6-12 Over 2 Supports R=2062 U=680 W=3" R=-716 Rw=236 U=32 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C RT=1.00(1.25) /10(0) 7.33.0114 0TY:3 FL/-/4/-/-/R/- Scale =.5"/Ft. *'NARKING— TRUSSES REOl1IRE E%TRFEU CARE IN FABRICAITDN, HANDLING, SHIPPING. INSTALLING AND BRACING. G(� T C LL 20.0 P S F R E F R235- 58325 RF FER TO DCSI (BUILDING COMPONENT SALE TY'i NFORMATION), PUBLISHED BY TPI (TRUSS PLAIT INSTITUTE. 218 V ^C ' NORTH LEE STREET, SUIT[ 312. ALE%A NORIA. VA, 1131d) AND NTCA (WOOD IRUSS COUNCIL OF AMF R,CA, G30D (` ENTERPRISE LANE, MADISON. HI 53719) FOR SAFETY PNACTICES PRIOR TO PERFORMING THESE FUNCTIONS. Uhl -ESS TC DL 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, a+ 22 BC DL 5.0 PSF DRW HCUSR235 08119114 "IMPORTANT**FURNI SII A COPY OF TII15 DESIGN TO THE INSTALLATION CONTRACTOR. TTW BCG, INC. SHALL NO ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM MIS DESIGN: ANY FAILURe TO BUILD THE TRUSS 1N COHIORMANCE WITH $ B C L L 1 0.0 P S F H C E N G DLJ/DLJ TPI; OR FP BRICATING. HANDLING. SHIPPING. INSTALLING B BRACING OF TRUSSES . STA OF DESIGN CONFORMS WITH APPLICABLE PR OYIS IONS OF NUS (NATIONAL DESTGN SPEC, BV AFbPA) AND TPI. ITW BCG �` (` (� CONNECTOR PLATES ARF MADE OF 20118/16GA (W.H/SS/%) ASTM A653 GR ADI d0/60 (W, K/iI,SS) GALV. STEEL. APPLY �• �` P."' T 0 T L.D. 55.D P S F S EON 175511 PLAITS TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCA TFD ON THIS DESIGN. POS[110N PER DRAWINGS 160A-2. '•�L OF11 0-- nWBuildin Components Group lnC. ANY INSPECTION OT PLATES ANCE OWED BY ()) SMALL BF PER ANNT% Al OF ,P11T2002 SOLELY F A SEAL ON THIS SSj�NAL DUR.FAC. 1.25 FROM LR 9 �n P DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RF SPO NSI BIIITY SOLELY FON THE TRUSS COMPONENT }lame$City,FL 33844 BUILD NGHDE SIGNFRI PERSA NSI/TPtil SFD UZE OF THIS COMPONENT FOR ANY BUILDING 1% THE RESPONSIBILITY OF THE FL Certificate of Authorization#0278 Apr SPACING 24.0" JREF 1TH2235_Z05 IH1! UWU FI(LYARLU LRUM 1,UMVUILR 1NYUI (LUAUS 5 UIMLNJIUNJ) JUbMI11LU by IRUJ� MFR. (7186OA- (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL -- ATLANTIC BEACH, ** EJ38 2 PLY ALT LOAD) Top chord 2x6 Bot chord 2x4 SP 2 2 COMPLETE TRUSSES REQUIRED Webs 2x4 SP #3 Nailing Schedule: (0.131"x3"_-Gun nails) Top Chord: 1 Row @ 7.75" o.c. Negative reaction(s) of -1031# MAX. (See below) from a non-wind load Bot Chord: 1 Row @12.00" o.c. case requires uplift connection. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails f 120 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, Located in each row to avoid splitting. anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Wind reactions based on MWFRS pressures. Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 56 1.33 3.00 SPECIAL LOADS BC 29 0.62 3.00 ----(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Note: Specified hanger(s) based on Southern Pine TC From 88 PLF at -1.33 to 88 PLF at 0.44 lumber values. Refer to hanger manufacturer's TC From 83 PLF at 0.44 to 83 PLF at 3.00 product catalog for proper applications. BC From 30 PLF at 0.44 to 30 PLF at 3.00 TC -754 LB Conc. Load at -1.33 Hanger = Simpson HGUS28-2 or equivalent, fill all nail holes. 3X10 III 50X1 T 1-7-1 10 1-8 III 2X4(Al) L-1-9-4 2"4 3"4 --2-3-8 1 1 2 6-12 Over 2 Supports R=-1032 Rw-340 U=120 W-3" R=723 U=239 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C RT=1.00(1.25) /10(0) 7.33.0114 ' QTY:1 FL/-/4/ -/R/- Scale =.511 Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDIING, SHIPPING, INSTALLING AND BRACING. "." �••" , T C L L 20.0 P S F R E F R235-- 58326 REFER TO BCS[ (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NOR TIT LEE STREET. SDIIE 312. ALEkANDR IA, VA, 22314) ANB WE CA (WO OU TRUSS COUNCIL OF AMERICA, 6300 ) (` ENTERPRISE LANG, MADISON. WI 53]19) FOR SAFETY PRACTICES PRIOR I PERFORM LN6 CHEST FUNC110N5. UNLESS �� :`� T C D L 2 0.0 P S F DATE Q A/2 0/0 0 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY A(iAC HED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE `F 8 8 A PROPERLY ATTACHED RIGID CF IL LNG. O b a BC DL 5.0 PSF DRW HCUSR235 08119119 **IMPORTANT**FURNISH A COPY Of THIS DESIGN TO THE INSIALI ATION CONTRACTOR. ITW BCG. INC. SHALL NO UE RESPONSIBLE FOR aNY DEVIATION /ROM THIS Dl SIGN; ANY FAILIIRE TO BLI I LD THE TRUSS IN COMFORMANCE WITH _ ALPINE PI; OR FABRICATING. HANDLING. SHSPPING. INSTALLING R BRACING OF TRUSSES. = B C L L 10.0 P S F H C E N G DLJ/DLJ DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAT IO NAI DESIGN SPEC. BY AFEPA) AND IPI. ItW BCG �� F CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/SS/K) ASTM A653 GRADE 40/60 (W, K/Hiss) GALV. S1EEL. APPLY •••�c�0 R1Of• i T 0 T.ED. 55. 0 P S F S E(�N 175516 PLAITS TO EACH FACE OF TRUSS AND, LINLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 1f,0A-Z. ANY INSPECTION OF PLATFt [OWL BY (i) SMAI.I BE PER ANNE% Al OF IPI)-2002 SEC.3. A SEA1 ON THIS s(1f'-- --\� D U R.F A C 1.25 FR0M L R IT1tTBuiidingCl�omponentsOGIOUpInc. DRAw1NG INDICATES gCCTPTANCE 11F PROLISSIONAL CNGTNEERING RFSPONSItlILII SOLELY TOR 1HE 1RUSS COMPONENT V A fY•� Hanes City,FL 33844 BUILDING"UFSIGNERTHE P ERSUNSI/TPLTI SEC,UZE OF THIS COMPONENT FOR ANY BUILDING IS 1HE RESPONSIBILITY OF THE FL Certificate of Authorization#0 278 Apr SPACING 24.0" JREF- 1TH2235_ZO5 ( 7186OA- (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL - ATLANTIC BEACH, ** - HJ39 ) Top chord 2x4 SP 2 Negative reaction(s) of -316# MAX. (See below) from a non-wind load Bot chord 2x4 SP �2 case requires uplift connection. Webs 2x4 SP #3 T� 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED 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. Iw=1.00 GCpi (+/-)=0.18 TC 75 -1.89 4.24 BC 46 0.41 4.24 Wind reactions based on MWFRS pressures. The following trusses need concentrated loads at the end of their Sub fascia beam assumptions: 4-4 0 sub-fascia beam on the 2-3-8 overhangs: 3-0-0 span/setback member on the 2-3-8 cant side requires 31 cantilever side. 4 4 0 sub-fascia beam on the 2 3-8 cantilever side. lbs and the 3-0-0 span/setback member on the 2-3-8 cant side requires 31 lbs. Hipjack supports 3 0-0 setback jacks with 2-3-8 cantilever one face; 2-3-8 cantilever opposite face. Deflection meets L/360 live and L/240 total load. 2X5 III 11-4 13 3.54 F— R- 16 Rw=145 1-6-13 10-1-8 R=�50 Rw=56 2X5(Al) _ 9-7-0 R=154 U-65 1.5X4111 Le 3-5 0 - 9"14� 6-1-9 Over 4 Supports --� R=795 U-341 W=4.243" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.00(1.25) /10(0) 7.33.011 0TY:1 FL/ 4 -/-/R - Scale =.5"/Ft. **WARNING** TRUSSES REQUIRE E%TRE ME CAPE IN FABNICATION, HANUI.I HG. SHIPPING. INSTALLING AND BRACING. s*��*.�...*"�./`/ TC L L 20.0 P S F R E F R 2 3 5 58327 RE(FR TO SCSI (HU ILCING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 CEA! -•� NORTH LEE STREET. SUITE 312, ALE%A NDRIA. VA, 22314) AND MICA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ��'\�V V�* - (` DATE [ p (�Q ENTERPRISE LANE, MADISON. HI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLkSS V *v T C DL 20.0 P J F U A I L D 4 f 2CJ/U U OTHERWISE INDICATED TOP CHORD SHAI.I. HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE ` �� "PROPERLY ATTACHED RIGID CEILING. ' y BC DL 5.0 PSF DRW HCUSR235 08119021 —IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THF INSIALLA11QN CONTRACTOR. ITW BCC, INC. SHALL N ALPINE BE RESPONSIBLE FOR ANY OFVIATION FROM THIS UFSIGN; ANV FAILURE TO BUILD THE TRU55 IN COMFORMANf,E W1TH B C L L 10.0 P S F H C E N G DLJ/DLJ TPI: OR FABRICAIING. HANDLING. SHIPPING. INSTALLING h BRnCING OF TRUSSES. A�. TA E DESIGN CONFORMS NI1H APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPF C. BY ATNPA) AND TP1. ITW BCG % (' CONNECTOR PLATES ARE MnpE OF 2O/IU/16GA (W.H/SS/R) ASIM A663 GRACE 40/60 (W. K/H.SS) GALV. 5TEE1. APPLY * O�,QPj\ T O T L D 5 5 O P S F S E O N 175441 PLATES 10 EACH FACE OF TRU55 AND. UNLESS OTHERWISE LOCA TEp ON THIS DESIGN. POSIT FOR PFR DRAWINGS 15 DA-7_. C 6 E,,E 9 �n P ANY INSPECTION OF PLATES TOLL OWED BY (1) SII A LL BC PFR ANNE% AU UT TPZT-2002 SEC.]. A SEAL ON 1H15 ,O--� D D R.FAC. 1.25 F ROM L R iTW Building C- entSpG- 117C. DRAWING INDICA IES ACCEPTANCE OF PROFESSIONAL ENGINFLRING RESPONSIBILITY SOLELY FOR illi TRUSS COMPONENT Hames Cl FL 33044 OF SIGN $HNWN. THE SUITABILITY AND USE OF THIS COMPONLNT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE City, "HIL DING DTSIGNLR PER ANSI/TP1 I Sr C. 2. Apr 2 SPACING 24.0" JREF- 1TH2235_Z05 FL Certificate of Authorization#0 278 ( 71860A (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** HJ40 ) Top chord 2x4 SP #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED 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. Iw-1.00 GCpi (+/-)=0.18 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Wind reactions based on MWFRS pressures. TC 75 -1.89 4.24 BC 49 0.15 4.24 Hipjack supports 3-0 0 setback jacks with no webs. Deflection meets L/360 live and L/240 total load. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. +11-4-13 3.54 E-- R=79 U=38 1-6`-13 �L 10 1 8 R=26 2X5(Al) —1-10-10--3J —4-2-15 Over 3 Supports —� R=253 U=99 W=7.778" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.00(1.25) /10(0) 7.33.0114.1 OTY:2 FL 4 -/ R/ Scale =.5"/Ft. **WARNING** TRUSSES RE OUIRE I%FREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. E* co �� T C L L 2 O.0 P J F R E F R 2 3 5 58328 REFER TO BCSI (BUILDING COMPONENT SAFELY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 KK NORTH LEE STREET. SII I FE 312, ALE%ANDR IA. VA, 223141 AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 630() ��*.*..****'�*' MADISON. WI 5]119) FOR SAFETY PRA CTICFc PRIOR 10 PERF Oft MING THESE FUNCTIONS ENTERPRISE LANE, . ON TC DL 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A.PROPERLY ATTACHED RIGID CEILING. N 1 � BC DL 5.0 PSF DRW HCUSR235 08119019 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BCG, INC. SHALL NOT y ALPINE BE WtSPOHS]BLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 80110 FHE INOSS 1N COMFDRMANCE WI'D if BC LL 10.0 P S F HC-ENG DLJ/DLJ TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. : c DESIGN CONFORMS WItH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. FEW BCG �i"0 $'r S E Q N 175275 CpNNE CtOR PLA IFS ARE MA OE OF 20/18/16GI (W,H/SS/K1 ASTM A653 GRAUF 40/60 (W, K/H,SS) GgLV. SitEL. APPLY //�� TOT.L D. 55.0 P S F PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCAtFO ON THIS DESIGN, POSITION PER DRAWINGS I6CA-2. �•• /v�ORlO•** ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNE% Al OF 1Pi 1-2002 SEC.3. n SEAL ON THIS ^�- ORI /n'I2BW/(/IIi9 COIIlpOC(IE/ifS G(.1WlP�nC. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EHGI NFF RING RF.SPONSIB 11 1 TY SOLELY FOR THE TRUSS COMPONENT C .I`�- �i� DOR FAL.. 1 25 FROM LR Haines CI FL 33844 DESIGN SHOWN. THE 'UT TABILIIY "..USE OF THIS COMPONENT FOR ANY BUILDING 1S THE RESPONSIBILITY OF THE v'O� O DOILDING DESIGNER PER AN E, 1 SEC. 2. Apr SPACING 24.0" JREF- 1TH2235_ZO5 FL Certificate of Authorization#0 278 ( 71860A (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL — ATLANTIC BEACH, ** CJ41 ) Top chord 2x4 SP 2 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED 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. Iw-1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) FND(FT) Deflection meets L/360 live and L/240 total load. TC 31 1.33 1.04 BC 11 0.15 1.04 Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 5 R-45 Rw=42 &A 4 10-7-4 10 1 8 R=-12 Rw=19 U_1T_+ 2X4(A } L<-1-4-0-'=,J 1-0-7 Over 3 Supports RR=292 UUP=118 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.00(1.25) /10(0) 7.33.0114. /// f QTY FL/ /4 / R/ Scale =.5"/Ft. **WARNING** TRUSSES RE OIItRE EXTREME RL.ME CAPE IN FABRICATION, HANDS TNG, SHIPPING. INSTALLING AND BRACING. S�• •t T C L L 20.0 P S F REE R235-- 58329 REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATIONS. PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 ` ` NORTH LEE STRFk I, SUITE 312. ALF%A NDR[A. VA, 2231x) AND PUBLISHED(HOOD TRUSS COUNCIL OF AMERICA. 5300 •`••••j�••• (` ENTERPRISE LANE, MADISON. WI 537 19) FOR SAFETY PRACTICES PRE OR TO PERFORMING THESE FUNCTIONS. UNLESS •�'V` T D L 2 P J F DATE E O A/2 O/O OTHERWISE INDICATED TED IOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE P ll F1l 4 C1 A PROPERLY ATTACHED RIGID CEILING. • ••y No. 2 BC DL 5.0 VISE DRW MCUSR235 08119020 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO 111E INSTAI.IATION CONTRACTOR. ITW BCC„ INC. SH AIL NOT y : (` ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANV FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH 7{ B L L 1 0.0 P S F H C-ENG DLJ/DLJ TPI: OR FABRICATING. HANDLING. SHIPPING. INSIAL LI NG h BRACING OF TRUSSES. DESIGN CONFORMS KITH APPLICABLE PROVISIONS OC NOS (NATIONAL DESIGN SPEC, BY AFAPA) AND TPI. ITW BCG .p:, TA E F _ CDNNF CTOR 1'L ATES ARE MADE OF 20/18/1fiGA (N,11/SS/K) ASTM A653 GRADE 40/60 (W, K/11,55) GALV. STEEL. APPLY TOT.L D. 55.0 PSF S E Q N 175450 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE IOC,ATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. �•�. /Q R,OPft IT1NBu%Idle CO/flNY INSPECTION OF PLATES FOLLOWED BY (i) SPALL BE PER ANNEX A0 OF TOIL-2002 SIC-3. A'FAL ON III l 9 Components(Group Inc.Inc• DRAWING INDICATES ACCf.PTANCE 01 PROFESSIONAL ENGINEERING NESPONSIBILITY SOLELY FOR I'll TRUSS COMPONENT •/• ** �,` D U R F A C 1 2 5 FROM L R Ha1neS C1f��FL 33844 DESIGN SHAWN_ THE SUITABI LIIY ANO USE OF THIS CDMPONENI FOR ANY BUILDING IS THE RESPONSIBILITY OF IDD •J+ BUILDING DESIGNER PER ANSI/SP1 I 'L G. 2. Ap SPACING 24.0 JREF- 1TH2235_Z05 FL Certificate of Authorization##0 278 ( 7186OA-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL - ATLANTIC BEACH, ** CJ42 ) Top chord 2x4 SP 2 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED 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. Iw=1.00 GCpi (+/-)=0.18 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING. USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Wind reactions based on MWFRS pressures. TC 31 -1.33 1.04 BC 10 0.24 1.04 Deflection meets L/360 live and L/240 total load. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at But chord. 10-7-4 R=122 U=51 0_9_4+10 9 4 R=12 -T—+,0-1-8 R=134 U=35 2X4(Al) = +9-7-1 2-4-7 Over 3 Supports Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) /1O(0) 7.33.0114 QTY:2 FL/-/4/-/-/R/- Scale =.5"/Ft. **WARNING** TRUSSES REQUIRE EX IREME PARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. TIC L L 20.0 P S F R E F R235- 58330 REFER TO BCST (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 G NORTH LIF STREET, SUITE 312. ALE%ANDR IA. IA. 22314) AND W"A (WOOD TRUSS COUNCIL OF AMERICA, 6300 �••••• s ENTERPRISE LAN(, MADISON. WI 53.19) FOR SAFEST PRACTICES PRIOR TO PERFORMING THESI FUNCTIONS. UNLESS •"� TC DL 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HATE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CII ORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW HCUSR235 08119022 **IMPORTANT**FURNISH A COPY Or THIS IU SIGN TO THE INSTAILATION CONTRACTOR. ITN HCG. INC. SHALL NOT 1 (` ALPINE BE NFSPONSIBLE FON ANY DC VIAilON FROM THIS DESIGN: ANY FAILURE TO BUILD THE TNUSS IN COMFORMANCF WITH l� $ LL 10.0 P S F HC-ENG DLJ/D L J E:ZTPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING 6 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICAOLE PROVES OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ITW BCG A: STATE OF TOT L D 55.0 P S F SEAN 175446 CONNECTOR PLATES ARE MADE OF 20/1H/16GA (W,H/SS/KI ASTM A653 GRADE 40/60 (W, I(/H,S,) ,ALV. Si EE L. APPLY A //i/(�� PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A- Z. �•"*-& O p,Oq' ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNE% A3 OF TPI1-2002 SEC.3. A SERI ON THE, (- R JFTWBU/I(�%119(/��p/f1POIients pG,f/oup MC. DRAM NG INDICATES ACCEPTANCE 01' L'ROFESSIONAL ENGINEERING RFSPONSIBII.ITY SOLELY FOR IHF TRUSS COMPONLNT yno �� DUR.FAC. 1.25 FROM LR Hames City,FL 338AA BDESIGN UILDINGOWN.DF SI GNERTPER SAN,./TPIIi SED USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF FHE V FL Certificate of Authorization#0 278 Apr SPACING 24.0" JREF- 1TH2235_ZO5 1l% 2vw M Single 16" BCI® 6000s-1.8 SP Joist\F-01 BC CALC®9.5 Design Report- US 1 span I No cantilevers 10/12 slope Thursday,April 24, 2008 13:52 Build 91 16" OCS I Repetitive I Glued & nailed construction File Name: 71860 Job Name: 71860 Description: F-01 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: 1 2 3 20-08-00 B0, 1-3/4" B1,1-3/4" LL 551 lbs LL 551 lbs DL 138 lbs DL 138 Ibs Total of Horizontal Design Spans=20-08-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref: Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area (psf) Left 00-00-00 20-08-00 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 3559 ft-lbs 64.8% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 684 lbs 56.0% 100% 1 1 - Right output as evidence of suitability for Hole#1 Shear 265 lbs 43.9% 44 particular application.Output here based Hole#2 Shear 136 lbs 35.5% 45 on building code-accepted design properties and analysis methods. Hole#3 Shear 294 lbs 48.6% 47 o Installation of BOISE engineered wood Total Load Defl. U648(0.383 ) 55.6% 1 1 products must be in accordance with Live Load Defl. U810 (0.306") 59.3% 1 1 current Installation Guide and applicable Max Defl. 0.383" 38.3% 1 1 building codes.To obtain Installation Guide Span/Depth 15.5 n/a 0 1 or ask questions,please call Hole Location Valid (888)234-0056 before installation. BC CALCO,BC FRAMER®,AJS- Hole Summary Center Ref. Width Height Shape ALLJOISTO,BC RIM BOARDTM,BCI®, 1 07-05-00 Left 12" Circular BOISE GLULAM rm,SIMPLE FRAMING 2 10-07-08 Left 13" 12" Rect. SYSTEM®,VERSA-LAM®,VERSA-RIM 3 13-10-00 Left 12" Circular PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets User specified (U360)Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. 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 Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 gQ=$EM Single 16" BCI® 6000s-1.8 SP Joist\F-02 BC CALC®9.5 Design Report-US 1 span I No cantilevers 0/12 slope Thursday,April 24, 2008 13:52 Build 91 16"OCS Repetitive Glued &nailed construction File Name: 71860 Job Name: 71860 Description: F-02 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: 1 2 3 23-10-00 B0,1-3/4" B1, 1-3/4" LL 636 lbs LL 636 lbs DL 159 lbs DL 159 lbs Total of Horizontal Design Spans=23-10-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area(psf) Left 00-00-00 23-10-00 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 4734 ft-lbs 86.1% 100% 1 1 -Internal be verified by anyone who would rely on End Reaction 790 lbs 64.6% 100% 1 1 -Left output as evidence of suitability for Hole#1 Shear 362 lbs 59.8% 44 particular application.Output here based Hole#2 Shear 200 lbs 52.3°l0 46 on building code-accepted design Hole#3 Shear 240 lbs 39.7% 47 properties and analysis methods. Installation of BOISE engineered wood Total Load Defl. L/433(0.661") 83.2% 1 1 products must be in accordance with Live Load Defl. U541 (0.529") 88.7% 1 1 current Installation Guide and applicable Max Defl. 0.661" 66.1% 1 1 building codes,To obtain Installation Guide Span/Depth 17.9 n/a 0 1 or ask questions,please call Hole Location Valid (888)234-0056 before installation. BC CALC®,BC FRAMER®,AJS-, Hole Summary Center Ref. Width Height Shape ALLJOISTO,BC RIM BOARD-,BCI®, 1 07-05-00 Left 12" Circular BOISE GLULAM-,SIMPLE FRAMING 2 10-07-08 Left 13" 12" Rect. SYSTEM®,VERSA-LAM®,VERSA-RIM 3 13-10-00 Left 12" Circular PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets User specked (U360)Total load deflection criteria. Design meets User specified (U480)Live load deflection criteria. 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 Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 r BQ�SE, Single 16" BCI® 6000s-1.8 SP Joisff-03 BC CALC®9.5 Design Report- US 1 span I No cantilevers 0/12 slope Thursday,April 24,2008 13:52 Build 91 16"OCS { Repetitive Glued &nailed construction File Name: 71860 Job Name: 71860 Description: F-03 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: X X 3t 41 111 ii milli: 1 2 3 23-06-12 B0,1-3/4" B1,1-3/4" LL 628 lbs LL 628 lbs DL 157 lbs DL 157 lbs Total of Horizontal Design Spans=23-06-12 Load Summary Live Dead Snow Wind Roof Live Tag Detcription Load Type Ref. Start End 100% 90% 11.5% 133% 125% OCs 1 Standard Load Unf.Area(psf) Left 00-00-00 23-06-12 40 10 16-' Load Disclosure _Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 4627 ft-lbs 84.2% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 781 lbs 63.9% 100% 1 1 - Right output as evidence of suitability for Hole#1 Shear 353 lbs 58.5% 44 particular application.Output here based Hole#2 Shear 192 lbs 50.3% 46 on building code-accepted design Hole#3 Shear 244 lbs 40.4% 47 properties and analysis methods. Installation of BOISE engineered wood Total Load Defl. U447(0.632") 80.5% 1 1 products must be in accordance with Live Load Defl. U559(0.506") 85.9% 1 1 current Installation Guide and applicable Max Defl. 0.632" 63.2% 1 1 building codes.To obtain Installation Guide Span/Depth 17.7 n/a 0 1 or ask questions,please call Hole Location Valid (888)234-0056 before installation. BC CALC®,BC FRAMER®,AJS-, Hole Summary Center Ref. Width Height Shape ALLJOISTO,BC RIM BOARD- BCI®, 1 07-05-00 Left 12" Circular BOISE GLULAMTm,SIMPLE FRAMING 2 10-07-08 Left 13" 12" Rect. SYSTEM®,VERSA-LAM®,VERSA-RIM 3 13-10-00 Left 12" Circular PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUDO are trademarks of Boise Wood Products, Notes L.L.C. Design meets User specified (U360)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. 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 Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 gook ° Single 16" BCI® 6000s-1.8 SP Joisff-04 BC CALC®9.5 Design Report-US 1 span I No cantilevers 0/12 slope Thursday,April 24,2008 13:52 Build 91 16"OCS Repetitive Glued&nailed construction File Name: 71860 Job Name: 71860 Description: F-04 Address: LOT 18/2 OCEAN GROVE Specifier: City State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: 1 2 3 23-11-00 B0, 1-3/4„ B1,1-314- LL 638 lbs LL 638 lbs DL 159 lbs DL 159 lbs Total of Horizontal Design Spans=23-11-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% ocs 1 Standard Load Unf.Area(psf) Left 00-00-00 23-11-00 40 10 16" Load Disclosure Controls Summary value %Allowable Duration Case San Location Completeness and accuracy of input must Pos. Moment 4767 ft-lbs 86.7% 100% 1 1 -Internal be verified by anyone who would rely on End Reaction 792 lbs 64.8% 100% 1 1 -Right output as evidence of suitability for Hole#1 Shear 364 lbs 60.3% 44 particular application.Output here based Hole#2 Shear 202 lbs 52.9% 46 on building code-accepted design Hole#3 Shear 238 lbs 39.4% 47 properties and analysis methods. Installation of BOISE engineered wood Total Load Defl. U429 (0.67') 84.0% 1 1 products must be in accordance with Live Load Defl. U536 (0.536") 89.6% 1 1 current Installation Guide and applicable Max Defl. 0.67' 67.0% 1 building codes.To obtain Installation Guide Span/Depth 17.9 n/a 0 1 or ask questions,please call Hole Location Valid (888)234-0056 before installation. BC CALCO,BC FRAMER®,AJSTM, Hole Summary Center Ref. Width Height Shape ALLJOISTO,BC RIM BOARD-,BCI@, 1 07-05-00 Left 12" Circular BOISE GLULAM-,SIMPLE FRAMING 2 10-07-08 Left 13" 12" Rect. SYSTEM®,VERSA-LAM®,VERSA-RIM 3 13-10-00 Left 12" Circular PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets User specified (U360)Total load deflection criteria. Design meets User specified (0480) Live load deflection criteria. 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 Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 130itE- Single 16" BCI® 6000s-1.8 SP Joist\F-05 BC CALC®9.5 Design Report- US 1 span I No cantilevers 0/12 slope Thursday,April 24, 2008 13:52 Build 91 24"OCS I Repetitive I Glued&nailed construction File Name: 71860 Job Name: 71860 Description: F-05 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: i 17-10-08 B0, 1-3/4" LL 715 lbs 61,1 DL 179 lbs LL 7155bs lbs DL 179 lbs Total of Horizontal Design Spans=17-10-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area (psf) Left 00-00-00 17-10-08 40 10 24" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 3994 ft-lbs 72.7% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 886 lbs 72.5% 100% 1 1 - Right output as evidence of suitability for Hole#1Shear 513 lbs 84.8% 44 particular application.Output here based Hole#2 Shear 258 lbs 67.4% 46 on building code-accepted design Hole#3 Shear 286 lbs 47.4% 47 properties and analysis methods. „ ° Installation of BOISE engineered wood Total Load Defl. U674 (0.318 ) 53.4% 1 1 products must be in accordance with Live Load Defl. U843 (0.254") 56.9% 1 1 current Installation Guide and applicable Max Defl. 0.318" 31.8% 1 1 building codes.To obtain Installation Guide Span/Depth 13.4 n/a 0 1 or ask questions,please call Hole Location Valid (888)234-0056 before installation. 'BC CALCO,BC FRAMER®,AJSTM Hole Summary Center Ref. Width Height Shape ALLJOIST®,BC RIM BOARD-,BCI®, 1 04-02-08 Left 12" Circular BOISE GLULAMTm,SIMPLE FRAMING 2 07-05-00 Left 13" 12" Rect. SYSTEM®,VERSA-LAM®,VERSA-RIM 3 10-07-08 Left 12" Circular PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets User specified (U360)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. 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 Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 BOISE" Single 16" BCI® 6000s-1.8 SP JoistlF-06 BC CALC®9.5 Design Report- US 1 span I No cantilevers 10/12 slope Thursday, April 24,2008 13:52 Build 91 24" OCS I Repetitive I Glued &nailed construction File Name: 71860 Job Name: 71860 Description: F-06 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: 1 2 3 18-00-00 B0,1-3/4" LL 720 lbs 61, DL 180 lbs LL 7200bs lbs DL 180 lbs Total of Horizontal Design Spans=18-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf. Area (psf) Left 00-00-00 18-00-00 40 10 24" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 4050 ft-lbs 73.7% 100% 1 1 -Internal be verified by anyone who would rely on End Reaction 893 lbs 73.1% 100% 1 1 - Left output as evidence of suitability for Hole#1 Shear 281 lbs 46.4% 44 particular application.Output here based Hole#2 Shear 266 lbs 69.6% 45 on building code-accepted design properties and analysis methods. Hole#3 Shear 522 lbs 86.4% 47 o Installation of BOISE engineered wood Total Load Defl. U662 (0.326 ) 54.4% 1 1 products must be in accordance with Live Load Defl. U827 (0.261") 58.0% 1 1 current Installation Guide and applicable Max Defl. 0.326" 32.6% 1 1 building codes.To obtain Installation Guide Span/Depth 13.5 n/a 0 1 or ask questions,please call Hole Location Valid (888)234-0056 before installation. BC CALCO,BC FRAMER®,AJS- Hole Summary Center Ref. Width Height Shape ALLJOISTO,BC RIM BOARD-,BCI®, 1 07-05-00 Left 12" Circular BOISE GLULAMTm,SIMPLE FRAMING 2 10-07-08 Left 13" 12" Rect. SYSTEM®,VERSA-LAM®,VERSA-RIM 3 13-10-00 Left 12" Circular PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Wood Products, L.L.C. Design meets User specified (U360)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. 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 Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 1O01SEM Single 16" BCI® 6000s-1.8 SP JoistlF-07 BC CALC®9.5 Design Report-US 1 span I No cantilevers 0/12 slope Thursday, April 24, 2008 13:52 Build 91 24"OCS I Repetitive Glued&nailed construction File Name: 71860 Job Name: 71860 Description: F-07 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: 1 2 3 Akk 17-08-08 B0,1-3/4" B1,1-3/4" LL 708 lbs LL 708 lbs DL 177 lbs DL 177 lbs Total of Horizontal Design Spans=17-08-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area(psf) Left 00-00-00 17-08-08 40 10 24" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 3920 ft-lbs 71.3% 100% 1 1 -Internal be verified by anyone who would rely on End Reaction 878 lbs 71.9% 100% 1 1 - Right output as evidence of suitability for Hole#1 Shear 505 lbs 83.5% 44 particular application.Output here based Hole#2 Shear 251 lbs 65.5°l0 46 on building code-accepted design Hole#3 Shear 290 lbs 48.1% 47 properties and analysis methods. Installation of BOISE engineered wood Total Load Defl. L/692 (0.307') 52.0% 1 1 products must be in accordance with Live Load Defl. L/865 (0.246") 55.5% 1 1 current Installation Guide and applicable Max Defl. 0.307' 30.7% 1 1 building codes.To obtain Installation Guide Span/Depth 13.3 n/a 0 1 or ask questions,please call Hole Location Valid (888)234-0056 before installation. BC CALC®,BC FRAMER®,AJS-, Hole Summary Center Ref. Width Height Shape ALLJOISTO,BC RIM BOARD-,BCI®, 1 04-02-08 Left 12" Circular BOISE GLULAMTm,SIMPLE FRAMING 2 07-05-00 Left 13" 12" Rect. SYSTEM®,VERSA-LAM®,VERSA-RIM 3 10-07-08 Left 12" Circular PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets User specified (L/360)Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. 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 Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 Single 16" BCI® 6000s-1.8 SP JoistlF-08 BC CALCO 9.5 Design Report-US 1 span I No cantilevers 0/12 slope Thursday,April 24, 2008 13:52 Build 91 24" OCS I Repetitive I Glued&nailed construction File Name: 71860 Job Name: 71860 Description: F-08 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: 1 2 11-10-08 B0,1-3/4" B1,1-3/4" LL 475 Itis LL 475 Itis DL 119 lbs DL 119 Itis Total of Horizontal Design Spans=11-10-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area(psf) Left 00-00-00 11-10-08 40 10 24-0 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1763 ft-lbs, 32.1% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 586 lbs 48.0% 100% 1 1 - Left output as evidence of suitability for Hole#1 Shear 233 lbs 38.5% 44 particular application.Output here based Hole#2 Shear 200 lbs 52.2% 45 on building code-accepted design properties and analysis methods. Total Load Defl. U1967 (0.072") 18.3% 1 1 Installation of BOISE engineered wood Live Load Defl. U2459 (0.058") 19.5% 1 1 products must be in accordance with Max Defl. 0.072" 7.2% 1 1 current Installation Guide and applicable Span/Depth 8.9 n/a 0 1 building codes.To obtain installation Guide Hole Location Valid or ask questions,please call (888)234-0056 before installation. Hole Summary Center Ref. Width Height Shape BC CALCO,BC FRAMER@,AJST"" 1 04-02-08 Left 12" Circular ALLJOISTO,BC RIM BOARDTM BCIO, 2 07-05-00 Left 13" 12" Rect. BOISE GLULAMT"' SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS®,VERSA-RIMO, Notes VERSA-STRAND@,VERSA-STUD®are Design meets User specified (U360)Total load deflection criteria. trademarks of Boise Wood Products, Design meets User specified (U480) Live load deflection criteria. L.L.C. 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 Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 , 00isE- Single 16" BCI® 6000s-1.8 SP Joisff-10 BC CALC®9.5 Design Report- US 1 span I No cantilevers 0/12 slope Thursday, April 24,2008 13:52 Build 91 24" OCS Repetitive Glued & nailed construction File Name: 71860 Job Name: 71860 Description: F-10 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: 1 2 11-03-00 B0,1-3/4" LL 450 lbs 61,LL 450 lbs 0lbs DL 113 lbs DL 113 lbs Total of Horizontal Design Spans=11-03-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90%" 115% 133% 125% OCs 1 Standard Load Unf. Area (psf) Left 00-00-00 11-03-00 40 10 24" Load Disclosure Controls Summary value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1582 ft-lbs 28.8% 100% 1 1 -internal be verified by anyone who would rely on End Reaction 555 lbs 45.4% 100% 1 1 -Left output as evidence of suitability for Hole#1 Shear 205 lbs 33.9% 44 particular application.Output here based Hole#2 Shear 218 lbs 56.9% 45 on building code-accepted design Total Load Defl. U2247(0.06") 16.0% 1 1 properties and analysis methods. ° Installation of BOISE engineered wood Live Load Defl. U2808(0.048 ) 17.1% 1 1 products must be in accordance with Max Defl. 0.06" 6.0% 1 1 current Installation Guide and applicable Span/Depth 8.4 n/a 0 1 building codes.To obtain Installation Guide Hole Location Valid or ask questions,please call (888)234-0056 before installation. Hole Summary Center Ref. Width Height Shape BC CALC®,BC FRAMER®,AJS-, 1 04-02-08 Left 12" Circular ALLJOIST®,BC RIM BOARD-,BCI®, 2 07-05-00 Left 13" 12" Rect. BOISE GLULAM rm,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Notes PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Design meets User specified (0360)Total load deflection criteria. trademarks of Boise wood Products, Design meets User specified (U480)Live load deflection criteria. L.L.C. 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 Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 BOISE" Single 16" BCI® 6000s-1.8 SP JoistT-11 BC CALCO 9.5 Design Report- US 1 span I No cantilevers 10/12 slope Thursday,April 24, 2008 13:52 Build 91 24" OCS I Repetitive I Glued &nailed construction File Name: 71860 Job Name: 71860 Description: F-11 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: 04-11-00 B0,1-3/4" B1, 1-3/4" LL 197 lbs LL 197 lbs DL 49 lbs DL 49 lbs _ Total of Horizontal Design Spans=04-11-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 1.33% 125% OCs 1 Standard Load Unf.Area (psf) Left 00-00-00 04-11-00 40 10 24" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 302 ft-lbs 5.5% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 239 lbs 19.5% 100% 1 1 - Left particular evidence vidappnce of Outputheresuitability for orbased Total Load Defl. 012293(0.005 ) 2.9% 1 1 on buildingcode-accepted design Live Load Defl. 015366(0.004") 3.1% 1 1 properties nd analysis methods. Max Defl. 0.005" 0.5% 1 1 Installation of BOISE engineered wood Span/Depth 3.7 n/a 0 1 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Notes Design meets Users specified 0360 Total load deflection criteria. (8 ask questions,please call g p ( ) (888)234-0056 before installation. Design'meets User specified (L/480)Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. BC CALCO,BC FRAMER@,AJS- Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing+ ALLJOISTO,BC RIM BOARD- BCI@, 1l2 intermediate bearing BOISE GLULAM- SIMPLE FRAMING YSTEMComposite EI value based on 23/32"thick sheathing glued and nailed to joist. PLUS@ ®ERSA RI®M®,VERSA-RIM VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. Page 1 of 1 s BOISE" Single 16" BCI® 6000s-1.8 SP JoistlF-12 BC CALCO 9.5 Design Report- US 1 span I No cantilevers 10/12 slope Thursday, April 24,2008 13:52 Build 91 24" OCS Repetitive Glued & nailed construction File Name: 71860 Job Name: 71860 Description: F-12 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: 1 08-01-00 B0, 1.3/4" LL 323 lbs B1,1-3/4" DL 81 lbs D 323 lbs DL 81 lbs Total of Horizontal Design Spans=08-01-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area (psf) Left 00-00-00 08-01-00 40 10 24" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 817 ft-lbs 14.9% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 397 lbs 32.5% 100% 1 1 -Right output as evidence of suitability for Hole#1 Shear 91 lbs 15.1% 43 particular application.Output here based Total Load Defl. U4795(0.02") 7.5% 1 1 on building code-accepted design Live Load Defl. U5994(0.016") 8.0% 1 1 properties and analysis methods. o Installation of BOISE engineered wood Max Defl. 0.02" 2.0% 1 1 products must be in accordance with Span/Depth 6.1 n/a 0 1 current Installation Guide and applicable Hole Location Valid building codes.To obtain Installation Guide or ask questions,please call Hole Summary Center Ref. Width Height Shape (888)234-0056 before installation. 1 04-02-08 Left 12" Circular BC CALCO,BC FRAMER@,AJS-, ALLJOIST@,BC RIM BOARD- BCI@, Notes BOISE GLULAM-,SIMPLE FRAMING Design meets User specified (U360)Total load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets User specified (0VERSA 480) Live load deflection criteria. ,VERSA-RIM@, ERSA-STRAND@,VERSA-STUD@ are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise wood Products, Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing + L.L.C. 1/2 intermediate bearing Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 BOISE- Single 16" BCI® 6000s-1.8 SP Joisff-13 BC CALC®9.5 Design Report- US 2 spans I Right cantilever 10/12 slope Thursday,April 24, 2008 13:52 Build 91 24" OCS Repetitive Glued & nailed construction File Name: 71860 Job Name: 71860 Description: F-13 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: 1 is 06-04-08 01-04-00 B0,1-3/4" B1,3-1/2" LL 255 lbs LL 373 lbs DL 0 lbs DL 516 lbs Total of Horizontal Design Spans=07-08-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area (psf) Left 00-00-00 07-08-08 40 10 24" 2 WALL Conc. Pt. (Ibs) Right 00-00-00 00-00-00 0 350 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 295 ft-Ibs 5.4% 100% 14 1 - Internal be verified by anyone who would rely on Neg. Moment -556 ft-Ibs 10.1% 100% 16 2- Left output as evidence of suitability for End Reaction 235 Ibs 19.3% 100% 14 1 -Left particular application.Output here based Int. Reaction 860 lbs 32.5% 100% 1 2-Left on building code-accepted design Cont. Shear 469 Ibs 21.6% 100% 16 2- Left properties and analysis methods. Installation of BOISE engineered wood Uplift 23 lbs n/a 16 1 -Left products must be in accordance with Total Load Defl. 2xU3483(0.009") 5.2% 16 2-Cantilever current Installation Guide and applicable Live Load Defl. 014966(0.005") 3.2% 14 1 building codes.To obtain Installation Guide Total Neg. Defl. -0.002" 0.4% 16 1 or ask questions,please call Max Defl. 0.009" 0.9% 16 2-Cantilever (888)234-0056 before installation. Span/Depth 4.8 n/a 0 1 BC CALC®,BC FRAMER®,AJSTM, ALLJOISTV,BC RIM BOARD-,BCI®, Cautions BOISE GLULAMTM,SIMPLE FRAMING Design assumes Top and Bottom flanges to be restrained at cantilever. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum (2x0180)Total load deflection criteria. L.L.C. Design meets User specified (0480) Live load deflection criteria. 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 Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 BOISE" Single 16" BCI® 6000s-1.8 SP Joisff-14 BC CALC®9.5 Design Report- US 2 spans I Right cantilever 10/12 slope Thursday,April 24, 2008 13:58 Build 91 24" OCS Repetitive Glued& nailed construction File Name: 71860 Job Name: 71860 Description: F-14 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: I 1' ♦ � +I ♦ Y' ♦ .Y MyI � r' � '� � I Y ! r' �I � SII r' � I 'II ♦ V. .r ♦ F ♦ '+r .Y Y' X11 03-04-08 01-04-00 B0,1-3/4" B1,3-1/2" LL 135 lbs LL 263 lbs DL D lbs DL 554 lbs Total of Horizontal Design Spans=04-08-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area (psf) Left 00-00-00 04-08-08 40 10 24" 2 WALL Conc. Pt. (Ibs) Right 00-00-00 00-00-00 0 350 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 3 ft-lbs n/a 100% 14 1 - Internal be verified by anyone who would rely on Neg. Moment -556 ft-lbs 10.1% 100% 16 1 - Right output as evidence of suitability for End Reaction -132 lbs 10.8% 100% 16 1 - Left particular application.Output here based Int. Reaction 788 lbs 29.7% 100% 1 2- Left on building code-accepted design Cont. Shear 469 lbs 21.6% 100% 1 2- Left properties and analysis methods. Installation of BOISE engineered wood Uplift 131 lbs n/a 16 1 - Left products must be in accordance with Total Load Defl. 2xU3913(0.008") 4.6% 16 2-Cantilever current Installation Guide and applicable Live Load Defl. 2xU30765 (0.001") 0.8% 16 2-Cantilever building codes.To obtain Installation Guide Max Defl. 0.008" 0.8% 16 2-Cantilever or ask questions,please call Span/Depth 2.5 n/a 0 1 (888)234-0056 before installation. BC CALCO,BC FRAMER®,AJS- Cautions ALLJOISTO,BC RIM BOARD- BCI®, Uplift of 131 lbs found at span 1 -Left. BOISE GLULAMI-,SIMPLE FRAMING Design assumes Top and Bottom flanges to be restrained at cantilever. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum (2xU180)Total load deflection criteria. L.L.C. Design meets Code minimum (2xU240) Live load deflection criteria. 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 Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 930i$E- Single 16" BCI® 6000s-1.8 SP Joist\F-15 BC CArLC®9.5 Design Report- US 2 spans I Right cantilever 10/12 slope Thursday,April 24,2008 13:58 Build 91 24"OCS Repetitive Glued& nailed construction File Name: 71860 Job Name: 71860 Description: F-15 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: i 0 01-04-00 B0, 1-3/4" B1,3-1/2" LL 90 lbs LL 228 lbs DL 0 lbs DL 614 lbs Total of Horizontal Design Spans=03-07-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area (psf) Left 00-00-00 03-07-00 40 10 24-1 2 WALL Conc. Pt. (lbs) Right 00-00-00 00-00-00 0 350 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 0 ft-lbs n/a 90% 0 2- Right be verified by anyone who would rely on Neg. Moment -556 ft-lbs 10.1% 100% 16 2-Left output as evidence of suitability for End Reaction -226 lbs 18.5% 100% 16 1 -Left particular application.Output here based Int. Reaction 814 lbs 30.7% 100% 1 2- Left on building code-accepted design Cont. Shear 469 lbs 21.6% 100% 16 2-Left properties and analysis methods. Installation of BOISE engineered wood Uplift 224 lbs n/a 16 1 - Left products must be in accordance with Total Load Defl. 2xU4171 (0.008") 4.3% 16 2-Cantilever current Installation Guide and applicable Live Load Defl. 2xU33070 (0.001") 0.7% 16 2-Cantilever building codes.To obtain Installation Guide Max Defl. 0.008" 0.8% 16 2-Cantilever or ask questions,please call Span/Depth 1.7 n/a 0 1 (888)234-0056 before installation. BC CALC®,BC FRAMER®,AJS- Cautious ALLJOIST®,BC RIM BOARD-,BCI®, Uplift of 224 lbs found at span 1 - Left. BOISE GLULAM-,SIMPLE FRAMING Design assumes Top and Bottom flanges to be restrained at cantilever. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum (2xL/180)Total load deflection criteria. L.L.C. Design meets Code minimum (2xU240) Live load deflection criteria. 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 Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 130 SE- Single 16" BCI® 6000s-1.8 SP Joisff-16 BC CALC®9.5 Design Report- US 1 span I No cantilevers 10/12 slope Thursday, April 24,2008 13:52 Build 91 24" OCS Repetitive Glued & nailed construction File Name: 71860 Job Name: 71860 Description: F-16 Address: LOT 18/2 OCEAN GROVE Specifier: City,State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: 1 1 07-10-00 B0,1-3/4" B1,1-3/4" LL 313 lbs LL 313 lbs DL 78 lbs DL 78 lbs Total of Horizontal Design Spans=07-10-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area (psf) Left 00-00-00 07-10-00 40 10 24" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 767 ft-lbs 14.0% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 384 lbs 31.5% 100% 1 1 - Left output as evidence of suitability for Hole#1 Shear 96 lbs 15.9% 43 particular application.Output here based Total Load Defl. U5126(0.018") 7.0% 1 1 on building code-accepted design o properties and analysis methods. Live Load Defl. U6407(0.015 ) 7.5% 1 1 Installation of BOISE engineered wood Max Defl. 0.018" 1.8% 1 1 products must be in accordance with Span/Depth 5.9 n/a 0 1 current Installation Guide and applicable Hole Location Valid building codes.To obtain Installation Guide or ask questions,please call Hole Summary Center Ref. Width Height Shape (888)234-0056 before installation. 1 04-02-08 Left 12" Circular BC CALC®,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARD-,BCI®, Notes BOISE GLULAM-,SIMPLE FRAMING Design meets User specified (U360)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Users specified U480 Live load deflection criteria. PLUS®,VERSA-RIM®, g p ( ) VERSA-STRAND®,VERSA-STUD®are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise Wood Products, Entered/Displayed Horizontal Span Length(s)= Clear Span+ 1/2 min, end bearing+ L.L.C. 1/2 intermediate bearing Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 1301SE- Single 16" BCI® 6000s-1.8 SP Joisff-17 BC CALC®9.5 Design Report- US 1 span I No cantilevers 0/12 slope Thursday,April 24, 2008 13:52 Build 91 24" OCS Repetitive Glued & nailed construction File Name: 71860 Job Name: 71860 Description: F-17 Address: LOT 18/2 OCEAN GROVE Specifier: City, State, Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: 10-04-08 B0, 1-3/4" B1,1-3/4" LL 415 lbs LL 415 lbs DL 104 lbs DL 104 lbs Total of Horizontal Design Spans=10-04-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area (psf) Left 00-00-00 10-04-08 40 10 24" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1346 ft-lbs 24.5% 100% 1 1 = Internal be verified by anyone who would rely on End Reaction 511 lbs 41.9% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U2730 (0.046") 13.2% 1 1 particular application.Output here based Live Load Defl. U3412 (0.036") 14.1% 1 1 on building code-accepted design Max Defl. 0.046" 4.6% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/'Depth 7.8 n/a 0 1 products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets User specified (U360)Total load deflection criteria. or ask questions,please call Design meets User specified (U480) Live load deflection criteria. (888)234-0056 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALC®,BC FRAMER®,AJS-, Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing+ ALLJOISTO,BC RIM BOARDTM,BCI®, 1/2 intermediate bearing BOISE GLULAM- SIMPLE FRAMING Composite EI value based on 23/32"thick sheathing glued and nailed to joist. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Page 1 of 1 ROWE- Single 16" BCI® 6000s-1.8 SP JoistlF-18 BC CALC®9.5 Design Report- US 2 spans I No cantilevers 10/12 slope Thursday, April 24, 2008 13:52 Build 91 24"OCS Repetitive I Glued & nailed construction File Name: 71860 Job Name: 71860 Description: F-18 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: 1 2 10-07-04 A10-11-04 B0,1-3/4" B1,3-1/2" B2,1-3/4" LL 372 lbs LL 1077 lbs LL 382 lbs DL 79 lbs DL 269 lbs DL 83 lbs Total of Horizontal Design Spans=21-06-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area (psfl Left 00-00-00 21-06-08 40 10 24" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1080 ft-lbs 19.7% 100% 16 2- Internal be verified by anyone who would rely on Neg. Moment -1451 ft-lbs 26.4% 100% 1 1 -Right output as evidence of suitability for End Reaction 458 Ibs 37.4% 100% 16 2- Right particular application.Output here based Int. Reaction 1317 lbs 49.7% 100% 1 2-Left on building code-accepted design Cont. Shear 665 lbs 30.6% 100% 1 2-Left properties and analysis methods. Installation of BOISE engineered wood Hole#1 Shear 348 lbs 57.6% 18 products must be in accordance with Hole#2 Shear 357 lbs 59.0% 18 current Installation Guide and applicable Total Load Defl. U3607 (0.036") 10.0% 16 2 building codes.To obtain Installation Guide Live Load Defl. U4204(0.031") 11.4% 16 2 or ask questions,please call Total Neg. Defl. -0.007" 1.4% 16 1 (888)234-0056 before installation. Max Defl. 0.036" 3.6% 16 2 BC CALC®,BC FRAMER®,AJS- Span/Depth 8.2 n/a 0 2 ALLJOISTO,BC RIM BOARD-,BCI®, Hole Location Valid BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Hole Summary Center Ref. Width Height Shape PLUS®,VERSA-RIM®, 1 07-05-00 Left 12" Circular VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, 2 13-10-00 Left 12" Circular L.L.C. Notes Design meets User specified (0360)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. 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 Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 N10&%E- Single 16" BCI® 6000s-1.8 SP Joisff-19 BC CALC®9.5 Design Report- US 3 spans I No cantilevers 10/12 slope Thursday,April 24, 2008 13:52 Build 91 24"OCS Repetitive Glued & nailed construction File Name: 71860 Job Name: 71860 Description: F-19 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: i 1 2 10-07-04 A 07-03-08 03-07-12 B0,1-3/4" B1,3-1/2" B2,3-1/2" B3, 1-3/4" LL 358 lbs LL 908 lbs LL 562 lbs LL 198 lbs DL 86 lbs DL 225 lbs DL 91 lbs DL 29 lbs Total of Horizontal Design Spans=21-06-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area (psf) Left 00-00-00 21-06-08 40 10 24" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 983 ft-lbs 17.9% 100% 14 1 - Internal be verified by anyone who would rely on Neg. Moment -1085 ft-lbs 19.7% 100% 18 1 - Right output as evidence of suitability for End Reaction 436 lbs 35.7% 100% 14 1 - Left particular application.Output here based Int. Reaction 1104 lbs 41.7% 100% 18 1 - Right on building code-accepted design Cont. Shear 618 lbs 28.4% 100% 18 1 - Right properties and analysis methods. g Installation of BOISE engineered wood Uplift 53 lbs n/a 43 2-Right products must be in accordance with Uplift 54 lbs n/a 16 3-Right current Installation Guide and applicable Hole#1 Shear 320 lbs 52.9% 43 building codes.To obtain Installation Guide Hole#2 Shear 178 lbs 29.4% 18 or ask questions,please call Total Load Defl. U4055(0.031") 8.9% 14 1 (888)234-0056 before installation. Live Load Defl. U4956(0.026") 9.7% 14 1 BC CALC®,BC FRAMER®,AJS-, Total Neg. Defl. -0.004" 0.8% 14 2 ALLJOIST®,BC RIM BOARD-,BCI®, Max Defl. 0.031 3.1% 14 1 BOISE GLULAM-,SIMPLE FRAMING Span/Depth 8.0 n/a 0 1 SYSTEM®,VERSA-LAM®,VERSA-RIM Hole Location Valid PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Hole Summary Center Ref. Width Height Shape L.L.C. 1 07-05-00 Left 12" Circular 2 13-10-00 Left 12" Circular Cautions Uplift of 53 lbs found at span 2- Right. Uplift of 54 lbs found at span 3- Right. Notes Design meets User specified (U360)Total load deflection criteria. Design meets User specified (0480) Live load deflection criteria. 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 Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 BOISE" Single 16" BCI® 6000s-1.8 SP Joisff-20 BC CALCO 9.5 Design Report- US 1 span I No cantilevers 0/12 slope Thursday,April 24, 2008 13:52 Build 91 24"OCS Repetitive Glued& nailed construction File Name: 71860 Job Name: 71860 Description: F-20 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: .► r � ► + ► + + .i S i r • w .i � w .v r� 1 + � + � w + 1 i �. i � � i vim_ 06-06-00 B0,1-3/4" B1, 1-3/4" LL 260 lbs LL 260 lbs DL 65 lbs DL 65 lbs Total of Horizontal Design Spans=06-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125%_ ocs 1 Standard Load Unf.Area (psf) Left 00-00-00 06-06-00 40 10 240' Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 528 ft-lbs 9.6% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 318 lbs 26.0% 100% 1 1 - Right output as evidence of suitability for Total Load Defl. 07465 (0.01") 4.8% 1 1 particular application.Output here based Live Load Defl. U9331 (0.008") 5.1% 1 1 pr building code-accepted design Max Defl. 0.01" 1.0% 1 1 Properties and analysis methods. Installation of BOISE engineered wood Span/Depth 4.9 n/a 0 1 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Notes Design meets User speed 0360 Total load deflection criteria. (8 ask questions,please call cifi Design meets User specified (U480) Live load deflection criteria. ask before installation. Design meets arbitrary(1")Maximum load deflection criteria. BC CALL@,BC FRAMERO,AJSTM, Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min. end bearing+ ALLJOISTO,BC RIM BOARD-,BCl@, 112 intermediate bearing BOISE GLULAMTM SIMPLE FRAMING Composite EI value based on 23/32"thick sheathing glued and nailed to joist. SYSTEMS, ®ERSA R M®M®,VERSA-RIM VERSA-STRAND@,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Page 1 of 1 ROWE- Single 16" BCI® 6000s-1.8 SP Joisff-21 BC CALC®9.5 Design Report- US 1 span I No cantilevers 0/12 slope Thursday,April 24, 2008 13:52 Build 91 16"OCS Repetitive Glued &nailed construction File Name: 71860 Job Name: 71860 Description: F-21 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: 1 2 3 AL 23-01-08 B0,1-3/4" B1,1-3/4" LL 617 lbs LL 617 lbs DL 154 lbs DL 154 lbs Total of Horizontal Design Spans=23-01-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area (psf) Left 00-00-00 23-01-08 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 4456 ft-lbs 81.1% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 766 lbs 62.7% 100% 1 1 -Left output as evidence of suitability for Hole#1 Shear 340 lbs 56.2% 44 particular application.Output here based Hole#2 Shear 180 lbs 47.0% 46 on building code-accepted design Hole#3 Shear 251 lbs 41.5% 47 properties and analysis methods. ° Installation of BOISE engineered wood Total Load Defl. 0472 (0.588 ) 76.3% 1 1 products must be in accordance with Live Load Defl. U590 (0.471") 81.4% 1 1 current Installation Guide and applicable Max Defl. 0.588" 58.8% 1 1 building codes.To obtain Installation Guide Span/Depth 17.3 n/a 0 1 or ask questions,please call Hole Location Valid (888)234-0056 before installation. BC CALC®,BC FRAMER®,AJS- Hole Summary Center Ref. Width Height Shape ALLJOIST®,BC RIM BOARDTM,BCI®, 1 07-05-00 Left 12" Circular BOISE GLULAM-,SIMPLE FRAMING 2 10-07-08 Left 13" 12" Rect. SYSTEM®,VERSA-LAM®,VERSA-RIM 3 13-10-00 Left 12" Circular PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets User specified (U360)Total load deflection criteria. Design meets User specified (U480)Live load deflection criteria. 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 Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 BOISE'° Single 16" BCI® 6000s-1.8 SP JoistlF-22 BC CALCO 9.5 Design Report- US 1 span I No cantilevers 0/12 slope Thursday, April 24,2008 13:52 Build 91 24" OCS Repetitive Glued & nailed construction File Name: 71860 Job Name: 71860 Description: F-22 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: 1 2 3 13-04-12 B0,1-3/4" B1,1-3/4" LL 536 lbs LL 536 lbs DL 134 lbs DL 134 lbs Total of Horizontal Design Spans=13-04-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area (psf) Left 00-00-00 13-04-12 40 10 24" Load Disclosure Controls Summary value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2243 ft-lbs 40.8% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 663 lbs 54.2% 100% 1 1 - Left output as evidence of suitability for Hole#1 Shear 302 lbs 50.0% 44 particular application.Output here based Hole#2 Shear 160 Ibs 41.9% 45 on building code-accepted design o properties and analysis methods. Hole#3 Shear 416 Ibs 68.8% 47 v Installation of BOISE engineered wood Total Load Defl. U1451 (0.111„) 24.8% 1 1 products must be in accordance with Live Load Defl. U1813(0.089") 26.5% 1 1 current Installation Guide and applicable Max Defl. 0.111" 11.1% 1 1 building codes.To obtain Installation Guide Span/Depth 10.0 n/a 0 1 or ask questions,please call Hole Location Valid (888)234-0056 before installation. BC CALC@,BC FRAMERO,AJS- Hole Summary Center Ref. Width Height Shape ALLJOISTO,BC RIM BOARD-,BCI@, 1 04-02-08 Left 12" Circular BOISE GLULAM-,SIMPLE FRAMING 2 07-05-00 Left 13" 12" Rect. SYSTEMS,VERSA-LAM@,VERSA-RIM 3 10-07-08 Left 12" Circular PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, Notes L.L.C. Design meets User specified (U360)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. 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 Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 v 861SE� Single 16" BCI® 6000s-1.8 SP Joisff-23 BC CALC®9.5 Design Report- US 1 span I No cantilevers 0/12 slope Thursday,April 24, 2008 13:52 Build 91 24" OCS Repetitive Glued & nailed construction File Name: 71860 Job Name: 71860 Description: F-23 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: 1 1 2 3 13-10-00 B0,1-3/4" B1, 1-3/4" LL 553 lbs LL 553 lbs DL 138 lbs DL 138 lbs Total of Horizontal Design Spans=13-10-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area (psf) Left 00-00-00 13-10-00 40 10 24" Load Disclosure Controls Summary value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2392 ft-lbs 43.5% 100% 1 1 -Internal be verified by anyone who would rely on End Reaction 684 lbs 56.0% 100% 1 1 - Left output as evidence of suitability for Hole#1 Shear 322 lbs 53.3% 44 particular application.Output here based Hole#2 Shear 150 lbs 39.2% 45 on building code-accepted design Hole#3 Shear 401 lbs 66.3% 47 properties and analysis methods. Installation of BOISE engineered wood Total Load Defl. U1335 (0.124") 27.0% 1 1 products must be in accordance with Live Load Defl. U1669(0.099") 28.8% 1 1 current Installation Guide and applicable Max Defl. 0.124" 12.4% 1 1 building codes.To obtain Installation Guide Span/Depth 10.4 n/a 0 1 or ask questions,please call Hole Location Valid (888)234-0056 before installation. BC CALC®,BC FRAMER®,AJS-, Hole Summary Center Ref. Width Height Shape ALLJOIST@,BC RIM BOARD-,BCI®, 1 04-02-08 Left 12" Circular BOISE GLULAMTm,SIMPLE FRAMING 2 07-05-00 Left 13" 12" Rect. SYSTEM®,VERSA-LAM®,VERSA-RIM 3 10-07-08 Left 12" Circular PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets User specified (U360)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. 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 Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 130iSE- Single 16" BCI® 6000s-1.8 SP JoistlF-24 BC CALC®9.5 Design Report- US 1 span I No cantilevers 0/12 slope Thursday, April 24,2008 13:52 Build 91 24"OCS I Repetitive I Glued & nailed construction File Name: 71860 Job Name: 71860 Description: F-24 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: 1 I 1 2 3 13-06-08 B0, 1-3/4" B1,1-3/4" LL 542 lbs LL 542 lbs DL 135 lbs DL 135 lbs Total of Horizontal Design Spans=13-06-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area (psf) Left 00-00-00 13-06-08 40 10 24" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2292 ft-lbs 41.7% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 670 lbs 54.8% 100% 1 1 - Left output as evidence of suitability for Hole#1 Shear 309 lbs 51.1% 44 particular application.Output here based Hole#2 Shear 157 lbs 41.0% 45 on building code-accepted design properties and analysis methods. Hole#3 Shear 411 lbs 67.9% 47 ° Installation of BOISE engineered wood Total Load Defl. U1411 (0.115 ) 25.5% 1 1 products must be in accordance with Live Load Defl. U1764(0.092") 27.2% 1 1 current Installation Guide and applicable Max Defl. 0.115" 11.5% 1 1 building codes.To obtain Installation Guide Span/Depth 10.2 n/a 0 1 or ask questions,please call Hole Location Valid (888)234-0056 before installation. BC CALC®,BC FRAMER®,AJSTM Hole Summary Center Ref. Width Height Shape ALLJOISTO,BC RIM BOARD-,BCI®, 1 04-02-08 Left 12" Circular BOISE GLULAMTM,SIMPLE FRAMING 2 07-05-00 Left 13" 12" Rect. SYSTEM®,VERSA-LAM®,VERSA-RIM 3 10-07-08 Left 12" Circular PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets User specified(U360)Total load deflection criteria. Design meets User specified(U480)Live load deflection criteria. 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 Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 130iSE- Single 16" BCI® 6000s-1.8 SP JoistlF-25 BC CALC®9.5 Design Report- US 2 spans I No cantilevers 10/12 slope Thursday,April 24,2008 13:52 Build 91 24" OCS Repetitive Glued & nailed construction File Name: 71860 Job Name: 71860 Description: F-25 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: 1 2 3 Ak 13-07-04 Ak 02-07-04 Ak B0, 1-3/4" B1,3-1/2" B2,1-3/4" LL 430 lbs LL 1364 lbs LL 100 lbs DL 107 lbs DL 341 lbs DL 0 lbs Total of Horizontal Design Spans=16-02-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area(psf) Left 00-00-00 16-02-08 40 10 24" Load Disclosure Controls Summary value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1443 ft-lbs 26.3% 100% 14 1 - Internal be verified by anyone who would rely on Neg. Moment -1955 ft-lbs 35.6% 100% 1 2- Left output as evidence of suitability for End Reaction -722 lbs 59.1% 100% 14 2- Right particular application.Output here based Int. Reaction 1676 lbs 63.2% 100% 1 2- Left on building code-accepted design Cont. Shear 866 lbs 39.8% 100% 1 2- Left properties and analysis methods. Installation of BOISE engineered wood Uplift 721 lbs n/a 14 2- Right products must be in accordance with Hole#1 Shear 189 lbs 31.3% 44 current Installation Guide and applicable Hole#2 Shear 249 lbs 65.0% 45 building codes.To obtain Installation Guide Hole#3 Shear 534 lbs 88.4% 47 or ask questions,please cal Total Load Defl. U2628(0.062") 13.7% 14 1 (888)234-0056 before installation. Live Load Defl. U3281 (0.05") 14.6% 14 1 BC CALC®,BC FRAMER®,AJS-, Total Neg. Defl. -0.002" 0.3% 14 2 ALLJOISTO,BC RIM BOARD-,BCI®, Max Defl. 0.062" 6.2% 14 1 BOISE GLULAMTM,SIMPLE FRAMING Span/Depth 10.2 n/a 0 1 SYSTEM®,VERSA-LAM®,VERSA-RIM Hole Location Valid PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Hole Summary Center Ref. Width Height Shape L.L.C. 1 04-02-08 Left 12" Circular 2 07-05-00 Left 13" 12" Rect. 3 10-07-08 Left 12" Circular Cautions Uplift of 721 lbs found at span 2- Right. Notes Design meets User specified (0360)Total load deflection criteria. Design meets User specified (0480) Live load deflection criteria. 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 Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 BOISE, Single 16" BCI® 6000s-1.8 SP Joisff-26 BC CALCO 9.5 Design Report- US 2 spans I No cantilevers 10/12 slope Thursday, April 24, 2008 13:52 Build 91 24"OCS Repetitive Glued & nailed construction File Name: 71860 Job Name: 71860 Description: F-26 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: 10-03-04 A& 05-11-04 B0,1-3/4" B1,3-1/2" LL 346 lbs LL 860 lbs B2,1-3/4"LL 2166lbs DL 83 lbs DL 215 lbs DL 26 lbs Total of Horizontal Design Spans=16-02-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% ocS 1 Standard Load Unf.Area (psf) Left 00-00-00 16-02-08 40 10 24" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 920 ft-lbs 16.7% 100% 14 1 - Internal be verified by anyone who would rely on Neg. Moment -997 ft-lbs 18.1% 100% 1 1 -Right output as evidence of suitability for End Reaction 422 lbs 34.5% 100% 14 1 - Left particular application.Output here based Int. Reaction 1046 lbs 39.5% 100% 1 1 - Right on building code-accepted design Cont. Shear 596 lbs 27.4% 100% 1 1 - Right properties and analysis methods. g Installation of BOISE engineered wood Uplift 87 lbs n/a 14 2- Right products must be in accordance with Hole#1 Shear 97 lbs 16.1% 44 current Installation Guide and applicable Hole#2 Shear 325 lbs 85.0% 18 building codes.To obtain Installation Guide Hole#3 Shear 292 lbs 48.3% 18 or ask questions,please call Total Load Defl. U4379 (0.028") 8.2% 14 1 (888)234-0056 before installation. Live Load Defl. U5366(0.023") 8.9% 14 1 BC CALCO,BC FRAMER@,AJSTM Total Neg. Defl. -0.003" 0.7% 14 2 ALLJOISTO,BC RIM BOARD-,BCI®, Max Defl. 0.028" 2.8% 14 1 BOISE GLULAM- SIMPLE FRAMING Span/Depth 7.7 n/a 0 1 SYSTEM@,VERSA-LAM@,VERSA-RIM Hole Location Valid PLUS@,VERSA-RIM@, VERSA-STRANDO,VERSA-STUD@ are Hole Summary Center Ref. Width Height Shape trademarks of Boise Wood Products, L.L.C. 1 04-02-08 Left 12" Circular 2 07-05-00 Left 13" 12" Rect. 3 12-00-00 Left 12" Circular Cautions Uplift of 87 lbs found at span 2- Right. Notes Design meets User specified (U360)Total load deflection criteria. Design meets User specified (0480) Live load deflection criteria. 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 Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 dca—M BO►�QWM Single 16" BCI® 6000s-1.8 SP JoistlF-27 BC CALC®9.5 Design Report- US 1 span I No cantilevers 0/12 slope Thursday,April 24, 2008 13:52 Build 91 24"OCS Repetitive Glued &nailed construction File Name: 71860 Job Name: 71860 Description: F-27 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: 3f X 1 2 3Mom 13-10-00 B0,1-3/4" B1, 1-3/4" LL 553 lbs LL 553 lbs DL 138 lbs DL 138 lbs Total of Horizontal Design Spans=13-10-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area (psf) Left 00-00-00 13-10-00 40 10 24" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2392 ft-lbs 43.5% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 684 lbs 56.0% 100% 1 1 - Left output as evidence of suitability for Hole#1 Shear 322 lbs 53.3% 44 particular application.Output here based Hole#2 Shear 150 lbs 39.2% 45 on building code-accepted design Hole#3 Shear 401 lbs 66.3% 47 properties and analysis methods. o Installation of BOISE engineered wood Total Load Defl. U1335(0.124 ) 27.0% 1 1 products must be in accordance with Live Load Defl. U1669 (0.099") 28.8% 1 1 current Installation Guide and applicable Max Defl. 0.124" 12.4% 1 1 building codes.To obtain Installation Guide Span/Depth 10.4 n/a 0 1 or ask questions,please call Hole Location Valid (888)234-0056 before installation. BC CALC®,BC FRAMER®,AJSTM Hole Summary Center Ref. Width Height Shape ALLJOIST®,BC RIM BOARDTM,BCI®, 1 04-02-08 Left 12" Circular BOISE GLULAMT-,SIMPLE FRAMING 2 07-05-00 Left 13" 12" Rect. SYSTEM®,VERSA-LAM®,VERSA-RIM 3 10-07-08 Left 12" Circular PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets User specified (U360)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. 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 Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 SE" Single 16" BCI® 6000s-1.8 SP Joist\F-28 BC CALCO 9.5 Design Report- US 1 span I No cantilevers 0/12 slope Thursday,April 24,2008 13:52 Build 91 24"OCS I Repetitive Glued& nailed construction File Name: 71860 Job Name: 71860 Description: F-28 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1336 Misc: 1 2 3 13-06-08 B0, 1-3/4" B1, 1-3/4" LL 542 lbs LL 542 lbs DL 135 lbs DL 135 lbs Total of Horizontal Design Spans=13-06-08 Load Summary Live Dead Snow Wind Roof Live Ta_g Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area (psf) Left 00-00-00 13-06-08 40 10 24" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2292 ft-lbs 41.7% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 670 lbs 54.8% 100% 1 1 - Left output as evidence of suitability for Hole#1 Shear 309 lbs 51.1% 44 particular application.Output here based Hole#2 Shear 157 lbs 41.0% 45 on building code-accepted design o properties and analysis methods. Hole#3 Shear 411 lbs 67.9% 47 Installation of BOISE engineered wood Total Load Defl. L/1411 (0.115") 25.5% 1 1 products must be in accordance with Live Load Defl. L/1764(0.092") 27.2% 1 1 current Installation Guide and applicable Max Defl. 0.115" 11.5% 1 1 building codes.To obtain Installation Guide Span/Depth 10.2 n/a 0 1 or ask questions,please call Hole Location Valid (888)234-0056 before installation. BC CALC@,BC FRAMER@,AJS- Hole Summary Center Ref. Width Height Shape ALLJOISTO,BC RIM BOARD-,BCI®, 1 04-02-08 Left 12" Circular BOISE GLULAM-,SIMPLE FRAMING 2 07-05-00 Left 13" 12" Rect. SYSTEM@,VERSA-LAM@,VERSA-RIM 3 10-07-08 Left 12" Circular PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, Notes L.L.C. Design meets User specified (L/360)Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing+ 112 intermediate bearing Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 do Quadruple 13/4" x 16" VE3100 SP Floor BeamHBM-01 8C CALO@Q.5 Design Report US 1 span No cantilevers 18/12 slope Thursday,April 24,—UO~ 15:4~ Build 81 File Name: 71860 Job Name: 71880Description: BM'01 AUUrowo: LOT 18/2OCEAN GROVE .3]p: . FL Specifier: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: /CBO5512 NERG2S 20-08-00 BO Bi us136lbs uo136lbs oL1a33lbs DL 1633 lbs ` Total of Horizontal Design Spans 20-08-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. I Standard Load Unf.Area (psf) Left 00-00-00 20-08-00 40 15 00-06-00 2 F2 Unf. Lin. (pI9 Left 00-00-00 20-08-00 477 119 n/a �nwd DisclosureC ---- Case Span Location Completeness and accuracy ofinput must ,"=. ..."..=.` 34970 ft-lbs *n.o`w /vur" 1 - |nnmnna| ueverified uyanyone who would rely nn End Shear 5847 lbs 27.096 100% 1 1 - Left output ooevidence ofsuitability for Total Load Oo8. L/441 0.563" 81.7% 1 1 particular application.Output here based Live Load DeO. L/581 (0.42T") G2.OY4 1 1 onbuilding nnde'oomp�udesign [NaxDm�. O�5G3" 5G396 1 1 ompemooand ono|vu� � methods. ' Installation ofBOISE engineered wood Span/Depth 15.5 n/o 0 1 products must boinaccordance with current Installation Guide and applicable Notesbuimingoodeu.Toobtoin|nstaUouonGuido � Design — User specified--- `--- load deflection o,00xqueouvno�uoamuoon--'~� No�)2o4��sOue��ino�|��on Designnee�Code mm|mum (U86O)Uve�addefleoUoncr�eho. Design meets arbitrary(1")Maximum load deflection criteria. BC CALCO,BCFRAMERS,AuS-. /womovm u=*/x/*/enuu//o,Bo is /-v2'. ALLJu/unm.oc n|w aOAmo=.BQ@. Minimum bearing length for B1 is 1-1/2^. BOISE GLuLAM=.SIMPLE FRAMING Entered/Displayed gth(o)= Clear Span + 1/2min. end bearing+ GYSTeMOVERSA-LAM@,VERSA-RIM 112 intermediate bearing PLUS@),VERSA-RIM@, Fastener Manufacturer: TrussLok(tm) trademarks of Boise Wood Products, Connection Diagram aminimum =2^ n= 12^ bminimum =4^ d =24^ eminimum = 1^ Beams 7inches wide will bo assumedmbe either top-loaded only,or equally loaded from each side. All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. Member has nvside loads. Connectors are:FMTGL0a4 Page 1 of r BONSE" Double 13/4" x 16" VERSA-LAM® 3100 SP Floor BeamIBM-02 BC CALC®9.5 Design Report-US 1 span No cantilevers 10/12 slope Thursday, April 24,2008 15:42 Build 91 File Name: 71860 Job Name: 71860 Description: BM-02 Address: LOT 18/2 OCEAN GROVE Specifier: City, State, Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: `1' W W � 1 � ► W W � '1' 1' r � 1' Y � W '` � W W W � .Y .Y r W � W W W I .I W W .► 11-10-08 BO B1 LL 756 lbs LL 657 lbs DL 371lbs DL 293 lbs Total of Horizontal Design Spans=11-10-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area (psf) Left 00-00-00 11-10-08 40 15 00-06-00 2 F10 Conc. Pt. (Ibs) Left 10-02-00 10-02-00 450 113 n/a 3 STAIRS Unf. Lin. (plf) Left 00-00-00 05-00-00 145 55 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2612 ft-lbs 7.0% 100% 1 1 - Internal be verified by anyone who would rely on End Shear -889 lbs 8.2% 100% 1 1 - Right output as evidence of suitability for Total Load Defl. U5066(0.028") 7.1% 1 1 particular application.Output here based Live Load Defl. 07617(0.019") 4.7% 1 1 on building code-accepted design „ o properties and analysis methods. Max Defl. 0.028 2.8% 1 1 Installation of BOISE engineered wood Span/Depth 8.9 n/a 0 1 products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets User specified (0 (8 360)Total load deflection criteria. ask questions,please call (888)234-0056 before installation. Design meets Code minimum (0360)Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. BC CALC®,BC FRAMER®,AJS-, Minimum bearing length for BO is 1-1/2". ALLJOIST®,BC RIM BOARD-,BCI®, Minimum bearing length for B1 is 1-1/2". BOISE GLULAM-,SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min, end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, 1/2 intermediate bearing VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. r►{b d a C •4 . a minimum =2" c= 12" b minimum =3" d = 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1 BCCALC@Q.5Design Report- UG 1span / Nocantilevers 1D/12slope Thurmjoy,April 24. 2DO815:42 Build 91 File Name: 71860 Job Name: 71860 Description: BM-03 Address: LOT 1@/2OCEAN GROVE Specifier: State,Zip: . FL LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code ds |CBO5Gi2 NERG2Q K4| 15-09-00 AL ou g1 LL4o18lbs LLs1oolbs DL 1228 lbs DL1soolbs Total orHorizontal Design Spans 15-0900 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area (psf) Left 00-00-00 15-09-00 40 15 00-06-00 2 F4 Unf. Lin. (pIq Left 00-00-00 15-09-00 479 119 n/a Load Dimc!oewmm Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy ofinput must Pos. Moment 23132u'ms 61.9r" 100n" l 1 ' Internal boverified u who |d rely End Shear -5400 lbs 49.996 100% 1 1 - Right output ooevidence vfsuitability for Total Load Dafl. L/433 0.436" 83.1% 1 1 particular application.Output Live Load OoflL/5G2 (O33G") G4.0�� 1 1 .. " "== code-accepted .o unx. o � ' pmpe�enand ona|yu�methods. yNoxDeO. 0.436" 43.6% 1 1 mmanonnnofBOISE enoineoom�wood Span/Depth 11.8 n/o O 1 products must boinaccordance with current Installation Guide and applicable Notes building codes.Toobtain Installation Guide n,ask questions,please call Design meets User specified ``'^"" '~"~ ~~^~~^'~'~''=''a. (uOV)e34-0OsVbefore installation. Design meets Code minimum (L/3GO) Live load deflection criteria. Design meets arbitrary(1^)Maximum load deflection ohboha� sCCxLC@.oCFmAMER@.AJG=. yNinimumbmohng | hhzrBOio1'7/8" xLLJ0oT�.BCRIM aowno"°.BC|@. yNinimumbaohnQ| forB1ia2'1/4^ o08sGLuLAm°^.SIMPLE FRAMING — Entened/Dio | dHorizonbo|SpanLength(n)= C|marGpon + 1/3min. mndbeodGYGTsm�ng+ pLU�0 v'R8A_mM@vseGA'u\M@'vERG/�R|m 1/2intermediate baohng vsR--' ~- wm0.ve' aA-aTU00are trademarks o,Boise Wood Products, L.L.C.Connection Diagram 04 0 aminimum= 2^ o= 12^ bminimum = 3^ d = 12^ Connection design assumes point load is'top-loaded'. For connection design of'uid*|oodod'point loads, pleasex a o:mmn|ua|representative p,professional of Record. Member has nnside loads. Concentrated|ooun are not considered in side load analysis. Connectors are: 16dCommon Nails Page of 'BOISE ~ Double 1 3/4" x 16" VE3100 SP Floor BeammlBM.04 BCCALC@0.6Design Report- UG 2spans | Right cantilever 1O/12 slope Thursday,April 24. 280815:42 Build 91 File Name: 71860 Job Name: 71860 Description: BM-04 Address: LOT 1@/2OCEAN GROVE Specifier: City, State,Zip: . FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: /CBO5512 NERG20 [Ni 06-04-08 01-04-00 oo a1 uo4lbs LLoolbs oLolbs oLuo4lbs RLL 167 lbs Total ofHorizontal Design Spans 0708o8 Load Summary Live Dmmu Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area (ps;9 Left 00-00-00 07-08-08 40 15 00-06-00 4 HJ133 Conc. Pt. (Ibs) Right 00-00-00 00-00-00 115 138 n/a Load Disclosure Controls Summary Val e %Allowable Duration Case Span Location Completeness and accuracy o,input must ros. xxnmont 24 ft-lbs ma 100% 14 l ' |nnerno| uoverified byanyone who would rely on Nag. YNoment -596 ft-lbs 1.8Y6 00% O 2' Left output ooevidence ofsuitability for End Shear -82 lbs 0.696 125% 56 1 - Left particular application.Output here based Cont. Shear 453 lbs 3.396 125% 6 2_ Left onbuilding code-accepted design d |yu�mw�odu Uplift 50 lbs n/a 66 1 - Left properties � Installation orBOISE engineered wood Total Load DoO. 2wU18203 0.002'') 1.2% 56 2-Cantilever products must boinaccordance with Live Load Oofl. 2nU65367 (0^) 0.4Y6 SG 2-Cantilever current Installation Guide and applicable Total Neg. Dmfl. '0.0011, 0.2% SG 1 building codes.Toobtain Installation Guide /NoxDoO. 0.002" 0.296 56 2' Cantilever »'ask questions, | o Span/Depth 4.8 n/o O 1 (»uV)o34-oosobefore installation. oCCALQ0.oCFR«MER@.xx8`=. Notes ALu0SnO.8CRIM sOARD=.BCk@. Design meets Code minimum (2xUl 80)Total load deflection criteria for cantilever spans due BOISE GLuuAM"°.SIMPLE FRAMING boroof loads. GYGTeM@.vse8A-LAM0.VERSA-RIM pLuS@vERGx'e|M@ Design meets Code minimum 240)Total load deflection criteria for non-cantilever spans. vERO/�'-T-RAwm@v�' DA_8TUD@om Design mne�sCode minimum (2xL/24U) Live load deflection crihohefor canU|everspans due uauemav,Boise `vv--Products, toroof loads. L.L.C. Design meets Code minimum (U360) Live load deflection criteria for non-cantilever spans. Design meets arbitrary(1'')Maximum load deflection criteria. Minimum bearing length for BOio 1'1/2" Minimum bearing length for B1io3" Entered/Displayed Horizontal Span Length(s)= Clear Span+ 1/2 min. end bearing+ 1/2intermediate bearing Page of �O $EM Double 1 3/4" x 16" VERSA-LAM® 3100 SP Floor BeamIBM-04 BC CALCO 9.5 Design Report-US 2 spans Right cantilever 10/12 slope Thursday, April 24, 2008 15:42 Build 91 File Name: 71860 Job Name: 71860 Description: BM-04 Address: LOT 18/2 OCEAN GROVE Specifier: City,State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood • • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 12" (888)234-0056 before installation. b minimum= 3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, AL CALC@,BC FRAMER®,AT"" please consult a technical representative or professional of Record. GTO,BC RIM S BOARDTJ�SBCI®, BOISE Member has no side loads. BOISE GLULAM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS®,VERSA-RIM®, Connectors are: 16d Common Nails VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 BQ�SrE" Double 1 3/4" x 16" VERSA-LAM® 3100 SP Floor Beam\BM-05 BC CALCO 9.5 Design Report- US 2 spans Right cantilever 10112 slope Thursday, April 24,2008 15:42 Build 91 File Name: 71860 Job Name: 71860 Description: BM-05 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: 1 04-09-00 02-00-00 BO B1 LL 171 lbs LL 153 lbs DL 0 lbs DL 1000 lbs RLL 466 lbs Total of Horizontal Design Spans=06-09-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 06-09-00 40 15 00-06-00 2 F15 Conc. Pt. (lbs) Left 01-06-00 01-06-00 180 0 n/a 3 WALL Conc. Pt. (lbs) Right 00-00-00 00-00-00 0 350 n/a 4 HJ 133 Conc. Pt. (lbs) Right 00-00-00 00-00-00 115 138 n/a 5 L88 Conc. Pt. (lbs) Right 00-00-00 00-00-00 160 190 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 0 ft-lbs n/a 100% 1 2-Right be verified by anyone who would rely on Neg. Moment -1992 ft-lbs 4.3% 125% 4 2- Left output as evidence of suitability for End Shear -397 lbs 2.9% 125% 56 1 -Left particular application.Output here based Cont. Shear 976 lbs 7.2% 125% 4 2- Left on building code-accepted design properties and analysis methods. Uplift 364 lbs n/a 56 1 -Left o Installation of BOISE engineered wood Total Load Defl. 2xU7743(0.006 ) 3.1% 56 2- Cantilever products must be in accordance with Live Load Defl. 2xU21672 (0.002") 1.1% 56 2-Cantilever current Installation Guide and applicable Total Neg. Defl. -0.002" 0.4% 56 1 building codes.To obtain Installation Guide Max Defl. 0.006" 0.6% 56 2- Cantilever or ask questions,please call Span/Depth 3.6 n/a 0 1 (886)234-0056 before installation. BC CALCO,BC FRAMER@),AJSTM Cautions ALLJOISTO,BC RIM BOARD-,BCI@), Uplift of 364 lbs found at span 1 -Left. BOISE GLULAM- SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Notes VERSA-STRAND@,VERSA-STUD@)are Design meets Code minimum (2xL/180)Total load deflection criteria for cantilever spans due trademarks of Boise Wood Products, to roof loads. L.L.C. Design meets Code minimum (0240)Total load deflection criteria for non-cantilever spans. Design meets Code minimum (2xU240) Live load deflection criteria for cantilever spans due to roof loads. Design meets Code minimum (U360) Live load deflection criteria for non-cantilever spans. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 3". Entered/Displayed Horizontal Span Length(s)= Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Page 1 of 2 BQ=SE, Double 1 314" x 16" VERSA-LAM® 3100 SP Floor BeamIBM-05 BC CALC®9.5 Design Report- US 2 spans Right cantilever 10/12 slope Thursday,April 24, 2008 15:42 Build 91 File Name: 71860 Job Name: 71860 Description: BM-05 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Disclosure �►{b dCompleteness and accuracy of input must LI be verified by anyone who would rely on a I I output as evidence of suitability for • • • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood • • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 12" (888)234-0056 before installation. b minimum= 3" d = 12" BC CALC®,BC FRAMER®,AJS- Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, ALLJOIST®,BC RIM BOARD- BCI®, please consult a technical representative or professional of Record. BOISE GLULAM-,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS®,VERSA-RIM®, Connectors are: 16d Common Nails VERSA-STRAND®,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 1111MSE" Double 1 3/4" x 16" VERSA-LAM® 3100 SP Floor Beam1BM-06 BC CALC®9.5 Design Report- US 2 spans Right cantilever 10/12 slope Thursday, April 24,2008 15:42 Build 91 File Name: 71860 Job Name: 71860 Description: BM-06 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: 1 06-04-08 01-04-00 BO B1 LL 250 Ill LL 212 Ill DL 0 lbs DL 1082 Ill RLL 659 lbs Total of Horizontal Design Spans=07-08-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area (psf) Left 00-00-00 07-08-08 40 15 00-06-00 2 F14 Conic. Pt. (ibs) Left 01-10-00 01-10-00 135 0 n/a 3 BM5 Conc. Pt. (lbs) Left 03-00-00 03-00-00 171 0 n/a 4 WALL Conc. Pt. (lbs) Right 00-00-00 00-00-00 0 350 n/a 5 L88 Conic. Pt. (lbs) Right 00-00-00 00-00-00 455 545 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 207 ft-lbs 0.6% 100% 14 1 - Internal be verified by anyone who would rely on Neg. Moment -1838 ft-lbs 4.0% 125% 56 2-Left output as evidence of suitability for End Shear -247lbs 1.8% 125% 56 1 - Left particular application.Output here based Cont.Shear 1350lbs 10.0% 125% 4 2- Left on building code-accepted design properties and analysis methods. Uplift 214lbs n/a 56 1 - Left o Installation of BOISE engineered wood Total Load Defl. 2xU7556(0.004 ) 3.2% 56 2-Cantilever products must be in accordance with Live Load Defl. 2xL/17669 (0.002") 1.4% 56 2-Cantilever current Installation Guide and applicable Total Neg. Defl. -0.003" 0.6% 56 1 building codes.To obtain Installation Guide Max Defl. 0.004" 0.4% 56 2-Cantilever or ask questions,please call Span/Depth 4.8 n/a 0 1 (888)234-0056 before installation. BC CALC®,BC FRAMER®,AJSTM Cautions ALUOISTO,BC RIM BOARD-,BCI®, Uplift of 214 lbs found at span 1 -Left. BOISE GLULAll SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Notes VERSA-STRAND®,VERSA-STUD®are Design meets Code minimum (2xU180)Total load deflection criteria for cantilever spans due trademarks of Boise Wood Products, to roof loads. L.L.C. Design meets Code minimum (U240)Total load deflection criteria for non-cantilever spans. Design meets Code minimum (2xU240)Live load deflection criteria for cantilever spans due to roof loads. Design meets Code minimum (U360) Live load deflection criteria for non-cantilever spans. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 3". Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min. end bearing+ 1/2 intermediate bearing Page 1 of 2 Ok 1111",M. Double 1 3/4" x 16" VERSA-LAM® 3100 SP Floor Beam1BM-06 BC CALC®9.5 Design Report- US 2 spans Right cantilever 0/12 slope Thursday,April 24,2008 15:42 Build 91 File Name: 71860 Job Name: 71860 Description: BM-06 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • �• • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood • • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" C= 12" or ask questions,please call b minimum=3" d= 12" (888)234-0056 before installation. BC CALC®,BC FRAMER®,AJSTM Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, ALLJOIST®,BC RIM BOARD-,BCI®, please consult a technical representative or professional of Record. BOISE GLULAMTm,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS®,VERSA-RIM®, Connectors are: 16d Common Nails VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 111111 BOISE' Double 1 3/4" x 16" VERSA-LAM® 3100 SP Floor Beam1BM-07 BC CALC®9.5 Design Report- US 2 spans Right cantilever 10/12 slope Thursday,April 24, 2008 15:42 Build 91 File Name: 71860 Job Name: 71860 Description: BM-07 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: s 4 08-01-12 01-04-00 BO B1 LL 386 lbs LL 375 lbs DL 53 lbs DL 1160 lbs RLL 958 lbs Total of Horizontal Design Spans=09-05-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area (pso Left 00-00-00 09-05-12 40 15 00-06-00 2 BM4 Conc. Pt. (Ibs) Left 01-07-08 01-07-08 64 0 n/a 3 F13 Conc. Pt. (Ibs) Left 03-06-00 03-06-00 255 0 n/a 4 BM6 Conc. Pt. (Ibs) Left 04-07-08 04-07-08 250 0 n/a 5 WALL Conc. Pt. (Ibs) Right 00-00-00 00-00-00 0 200 n/a 6 HJ 133 Conc. Pt. (Ibs) Right 00-00-00 00-00-00 115 138 n/a 7 M93 Conc. Pt. (Ibs) Left 08-00-00 08-00-00 677 812 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1151 ft-Ibs 3.1% 100% 14 1 - Internal be verified by anyone who would rely on Neg. Moment -642 ft-Ibs 1.4% 125% 4 2-Left output as evidence of suitability for End Shear 378 lbs 3.5% 100% 14 1 -Left particular application.Output here based Cont. Shear 421 lbs 3.9% 100% 1 1 -Right on building code-accepted design Total Load Defl. 1219278 (0.005") 1.9% 14 1 properties and analysis methods. „ ° Installation of BOISE engineered wood Live Load Defl. U19461 (0.005 ) 1.8% 14 1 products must be in accordance with Total Neg. Defl. -0.002" 0.4% 14 2-Cantilever current Installation Guide and applicable Max Defl. 0.005" 0.5% 14 1 building codes.To obtain Installation Guide Span/Depth 6.1 n/a 0 1 or ask questions,please call (888)234-0056 before installation. Notes BC CALC®,BC FRAMER®,AJSTM Design meets User specified(U360)Total load deflection criteria. ALLJOISTO,BC RIM BOARD-,BCI®, Design meets Code minimum (2xU240) Live load deflection criteria for cantilever spans due BOISE GLULAMTM SIMPLE FRAMING to roof loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (12360) Live load deflection criteria for non-cantilevers ans. PLUS®,VERSA-RIM®, p VERSA-STRAND®,VERSA-STUD®are Design meets arbitrary(1")Maximum load deflection criteria. trademarks of Boise Wood Products, Minimum bearing length for BO is 1-1/2". L.L.C. Minimum bearing length for 61 is 3". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 112 min. end bearing+ 1/2 intermediate bearing Page 1 of 2 a BOISE- Double 1 3/4" x 16" VERSA-LAM® 3100 SP Floor Beam1BM-07 BC CALC®9.5 Design Report-US 2 spans Right cantilever 10/12 slope Thursday,April 24,2008 15:42 Build 91 File Name: 71860 Job Name: 71860 Description: BM-07 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Disclosure r►I b d Completeness and accuracy of input must a be verified by anyone who would rely on a • • output as evidence of suitability for particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood • • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" c= 12" or ask questions,please call b minimum=3" d = 12" (888)234-0056 before installation. BC ,Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, CALC®,BC FRAMER R ASTM' AL please consult a technical representative or professional of Record. LJOIST®,BC RIM BOARD BCI®, Member has no side loads. BOISE GLULAM-,SIMPLE FRAMING Concentrated loads are not considered in side load analysis. SYSTEM®,VERSA-LAM®,VERSA-RIM Connectors are:16d Common Nails PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 Double 13b4 " x 16" VE3100 SP Floor BeamkBM.08 BCCALC@S.5Design Report- US 1spnnNo cantilevers 10/12 slope Thursday,April 24. 2O0815:42 Build 91 File Name: 71860 Job Name: 71860 Description: BM-08 Address: LOT i8/2OCEAN GROVE Specifier: City, State,Zip: . FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code dm |CBO5512NERG2S W1i JF 06-06-00 ao a1 LL 1944 lbs LL1o4ulbs oLuo27lbs DL 2827 lbs RLL u1zoItis RLL u12clbs Total mHorizontal Design Spans 08'06'00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% TrIb. 1 Standard Load Unf.Area(psq Left 00-00-00 06-06-00 40 15 00-06-00 5 DECK Unf.Area(psfl Left 00-00-00 06-06-00 40 15 05-06-00 Lmou Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy ofinput must rv*. /wo///://t 11200 / -ms 24.0no 125no 55 1 - /nnomna| ueverified uvanyone who would rely un End Shear 3910 lbs 28.0% 125% 4 1 -Left output ooevidence oxsuitability for Total Load Defl. U2188 .036" 16.596 55 1 particular application.Output he Live Load Oefl. U3709 (0.021") A.796 55 1 o»buom»000dea�mp�udesign NYo«[�fl. 0.036" 3.6% 55 1 � d | i methods. Span/Qe�h 4.9 n/a O 1 ^'~~^~~^''~'~"'"=='y''==""=""" ' products must uoinaccordance with current Installation Guide and applicable Notes building codes.Tnobtain Installation Guide or ask | o Design— meets User specified `----' '-- --~ -~'—~--^~'~''~. �eu�u�oVosue�mmo�/�unn Design meets Code minimum (U360)Live�adde�a��nodter�� Design meets arbitrary(1^)Maximum load deflection critehe� s BCFmAMsR@.*JS"°. N\|nimumbaahng| hfor8Dio2'3/8^ ALUO/oT@.aCRIM oOwRD=.aQ9). Minimum bearing length for 81is2'3/8^. BOISE GLuu\Mn°.SIMPLE FRAMING Entered/DisplayedHohClear Gv8Tsm@.VsRGA'u\M@.VERSA-RIM 1/2inb*mne-iotebearing pLuSm.vsRGAfR/M@. vEn0+8TRAwmg).VERSA-GTUmmare trademarks vrBoise Wood Products, Connection Diagram L.L.o, aminhnum = 2^ c= 12" bminimum = 3^ d = 12" Member has noside loads. Connectors are:16d Common woi/n Page 1 of noisw Double 13/4" x16" VE3100 SP Floor M.09 8CCALC@Q.5Design Report' US 2oponaNo cantilevers 10/12 slope Thursdoy,April 24. 200815:42 Build 91 File Name: 71860 Job Name: 71860 BM'09 LOT 102OCEAN GROVE State,Zip: . FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code du /CBDS512NERG2Q K4i AE 07-10-00 11-04-00 ou 81 au LL7olbs LLroolbs LLo791lbs oL1117lbs oLa7solbs DL4e4ulbs RLL 1019 lbs RLL s441lbs RLL oo1xlbs Total of Horizontal Design Spans 19-02-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load lype Ref. Start End 100% 90% 115% 133% 125% Trib. I Standard Load Unf.Area (psq Left 00-00-00 19-02-00 40 15 00-06-00 2 BM8 Conc. Pt. (Ibs) Left 18-04-00 18-04-00 4066 2827 n/a 4 D61 Unf. Lin. (plq Left 00-00-00 19-02-00 368 442 n/a Lpmp Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy ofinput must Pos. .~"..."..` 13073 / -/v* 28.0m /25m uu 2' |noenma| be verified on Nag. Moment -14026 ft-lbs 30.0% 125% G7 1 - - – --would rely— vidence of suitability for End Shear '6400Iba 47.3% 12596 56 2- Right Cont. Shear 5843|bo 43.2% 125% 57 2-Left on building code-accepted design T�o| Load DeO. U1288 (0.106") 28.0% 5G 2 propertiesmanalysis methods. Live Load Oafl. U2585(U�O53^) 13.Qy6 SG 2 Installation of="/o=uow/n��ov�no To�1N OeO. 'OU1" 1 0Y� 5G 1 '---^~^~^~'~^^~^^~~~'~~~'~ . . current Installation Guide and Max0.106" 10.6% 5G 2 building Installation Guide Span/Depth 8.5 n/o O 2 or ask questions,pleaseoal| (888)234-0056 beforeinstallation.' Notes BC 8CFRAMsR@.»uS=. "ewy./ /..eeu, User specified \uuou moo oe//ocx/on criteria. ALLJmaTO,ecRIM aOAnD"°.oCv@. Design meets Code minimum (L/3OO) Live load deflection criteria. BOISE GLuLAMn°.SIMPLE FRAMING Design meets arbitrary(1") Maximum load deOectionoiboho� 8YSTEm@.VsmGx'�\M@.VERSA-RIM Minimum beahng}en /th�rBOio1-1/2^ pLUS@.VER8*~R|M@. Minimum bearing length~ for vERG4{TnAwo@.VsmGA'DTum@am =~. .~ � trademarks o,Boise Wood Products Minimum bearing length for B2 im 3'5/8^. L.L.C. ' Entered/Displayed Horizontal Span Length(o)=Clear Span + 1/2 min. end bearing+ l/2intermediate bearing Connection Diagram ominimum=2^ o= 12^ bminimum = 3" d = 12" Connection design assumes point load iv1oF~|nouod' For connection design ox'uiue1ooued'point loads, please consult a technical representative o,professional o,Record. Member has no side loads. Concentrated loads are not considered inside load analysis. Connectors are: 16d Common Nails Page 1 of BoiswU� K��U�� 3�" x16" VE3100 SP Floor Beam\BU�.10 BC CALC@ 9.5 Design ��-US — 1opanNo cantilevers 0/12 slope Friday,April 25.200811:30 Build 91 File Name: 71860 � Job Name: 71860 Description: BN-1O Address: LOT Specifier:—� Designer: LARRYRUCKEL City, �� Zip: Cu"—State, � 'FL OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Customer: Code reports: |C8O6512 NERG2S N1ioo: 03-00-00 BO BI LL 30 lbs LL 30 lbs DL 329 lbs DL 329 lbs RLL 129 lbs RLL 129 lbs Total of Horizontal DesiSpans 03-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area (psf) Left 00-00-00 03-00-00 40 15 00-06-00 3 JACKS Unf. Lin. (pID Left 00-00-00 03-00-00 66 86 n/a Load Disclosure Controls Summary value %Aflowable Duration Case Span Location Completeness and accuracy o,input must 125Y6 4 1 - |nterno| be verified who would rely on ' ""� '°~'''~''^ 366 ft-lbs -��— 1�596 4 1 L�� m�denuoofuuivabi|��n End Shear 3D |bn uu�� - ~~�~ ~~ r ' '--- —' Total Load DmO. L/145115 " 0.296 4 1 particular application. ~ O here based —n---~code-accepted— n L�aLoad Defl. U445270 (0") nXs 4 1properties methods. MoxOwfl. O" n/o 4 1 Installation nrBOISE engineered wood Spon/Depth 2.3 n/o O 1 products must moinaccordance with current Installation Guide ando n ul building codes.To obtain Installation oumo DesignNotes or ask questions,please call Design meets User specified (U360)Total load deflection criteria. (888)234-0056 before installation. —� ' meets - (U360) Live load deflection criteria. ~~~'g^meets~'~itna' 1^) Maximum load deflection criteria. aCCALC@.8CFmAMERm.AJ8" . ��O|GT�.aCR|�aOx�o=.oCx�. Minimum" bearing length BOISE oLuu`M=.SIMPLE FRAMING Minimum bearing length for o/ is /-o2 . aY8TEM@VERSA~u\M@.VEROA-R|m Entered/DisplayedHor�onta}SponLenQth(o)=C|eorGpon + 1/2min. endbeahnQ+ pLum0. 'RGA'n|M@. 1/2 intermediate bearing vEneA-STR4mm0.vEnGx'GTummare trademarks orBoise Wood Products, L.L.C.Connection Diagram 04 0 aminimum = 2^ n= 12^ bminimum = 3^ d = 12^ Member has noside loads. Connectors are:18dCommon Nails noisw Quadruple 1 3/4" x 16" VE3100 SP Floor M.11 8CCALC@Q.5Design Report-US 1 openNo cantilevers 10/12 slope Friday,April 25. 2OO811:3O Build 91 File Name: 71860 Job Name: 71860 : 8N-11 Address: LOT 18/2OCEAN GROVE Specifier City, State,Zip: . FL Designer: LARRY RUCKEL Customer OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code rt /CBO5512 NERG20 K4) 23-00-00 BO B1 LLurslbs ILL u44lbs oLxumWItis DLO2aulbs RILL 14Vslbs RILL 1o07Itis Total orHorizontal Design Spans ou'uVoo Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area (psf) Left 00-00-00 23-00-00 40 15 00-06-00 4 BM10 Conc. Pt. (Ibs) Left 16-06-00 16-06-00 159 329 n/a 8 H77 Conc. Pt. (Ibs) Left 16-04-00 16-04-00 418 501 n1a Load Disclosure Controls Summary Value %Allowable Duration - Case Span Location Completeness and accuracy orinput must rw*. Moment aa9/u36.3%� u�.� 125% w l -m$annai be verified by on End Shear 4730 lbs 17.5% 125% 4 1 -Left evidence' ' Total Load DeO. U413(0.669") 87.2% 4 1 particular application.Output here based Live Load OeO. U1114 (0�248^) 32.396 4 1 building Max De�. D GGQ'' GG Q�� 4 1 p"p"'"==a''"anw'vmvmvwvpu. ' ' Installation ofBOISE engineered wood Span/Depth 17.3 n/o 0 1 products must uoinaccordance with current Installation Guide and applicable Notes building codes.Tnobtain Installation Guide or ask ---g��--- User specified `U~~~ '~~~ ~~^~~^'~'' ~''^~''~. (8oV)un4-'o5�u��vamm�nsmvn Design meo��odamm)mum (L/86O)L�e �oddoOacbonor�eha. . Design meets arbitrary(1")Maximum load deflection criteria. oCCALC@.sCFRAMERm.uJS=. Minimum bearing length for mom1-1/z� xLLJO|olno.aomMeOARo=^.aC|�. Minimum beahng |en{¢hforBi is 1-1/2". BOISE GLULxM`".SIMPLE FRAMING Entered/DisplayedHorbonta/�panLong�h(o)=� |emrSpan+ 1/2min� endboohng + GYGTsm@.VeRG«'LA My.vseGA'R|M 1/2intermediate bearing PLU0@'vsRG*,n/M0' vsmGA'8TRAwo@'VEeSA-GTummare trademarks p,Boise Wood Products, Connection Diagram L.L.C. aminimum=2^ o= 12^ bminimum =4^ d =24^ eminimum = 1" Connection design assumes point load|o1op-loaded'. For connection design of'oide-lnadeu'point loads, please consult otechnical representative o,professional ofRecord. Concentrated loads are not considered inside load analysis. Connectors are:FMTGL634 Page 1of1 Double 1 3&4 " �C16" VE3100 SP Floor ��.12 -- -- �� -- BCCALC@0.5Design Report- US 1 span No cantilevers &d2slopo Friday, April 25,2O08 11:30 Build 91 File Nome: 71860 Job Name: 71860 Description: BM-12 Address: LOT 18/2 OCEAN GROVE Specifier: City, Stobu.Zip: . FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reds: |CBO5512 NERG2S K4iac 10-03-00 MELBI BO 1 u2783lbs LL 2161 lbs DL DL 2355 lbs Luarulbs RLL RLL 1300 lbs LL1sOOlbs Total,fHorizontal oom Spans 10'03'00 Load Summary Live oemu Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. I Standard Load Unf.Area (psflI Left 00-00-00 10-03-00 40 15 00-06-00 5 A47 Conc. Pt. (Ibs) Left 05-06-00 05-06-00 2339 2806 n/a Lpmu Disclosure Controls Summary Comp|�anexoonda�unocvnfinp�mu� Pos. Moment �23084 ft-lbs 48.496 12596 4 1 ' |ntamno| be verified by anyone who would rely End Shear -5517 lbs 40.8Y6 136% 4 1 'Right outputouevidence o,suitability for To�| Load DoO. U759 (0.162") 47.4% 4 1 particular application. " O h ha od Live Load DeO. U1239(0.099") 29.1q� 4 1 ~^~~^~^'g~~-----~-----g'' properties and analysis methods. �NoxOeO. O1G3^ 162% 4 1 Installation of BOISE engineered wood Span/Depth 77 n/a O 1 products must uomaccordance with current Installation Guide and applicable building codes.Toobtain Installation Guide Notes o,ask questions,please call Design meetsu Lx360load deflection criteria. (8O8)uu4-0Os0before installation. Design meets Code minimum (L/3G0) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. BooAL0m.BCFaAmER@.AuS=. ��08n� oCm|mBOARD-,oQ� N}inimumbaohnglength for B0io2-1/O" so|osG�U--= G|mP�EFRAMING ' N\inimumboohng\ for 81in2" L~'~ ' =''y"' ' ' GY8TsM@vsRG/+L`M@.vsRo/�n|m Entered/DisplayedHohzonbm| SpanLength(o)= C|earGpan + 1/2min. ondbeahng+ pLuS@.v'RS«_m|m@. 1/2intermediate bearing vEeO^-8TRxN0@).VGa8A'STUm@are trademarks uxBoise Wood Products, L.L.C.Connection Diagram 7,7 o minimum= 2^ o= 12^ bminimum= 3^ d= 12^ Connection design assumes point load iu1op~|naded' For connection design nf'oido'|oodou'point loads, please consult atechnical representative o,professional nf Record. Member has noside loads. Concentrated loads are not considered inside load analysis. Connectors are: 16d Common woi|n Page of ft Double 1 3/4" x 16" VE3100 SP Floor M.13 8CCALC@9.5Design Report' US 1opanNo cantilevers 10/12 slope Friday,April 25.2OU811:38 Build 91 File Name: 71880 Job Name: 71860 Description: BM-13 Address: LOT 102OCEAN GROVE Specifier: City, State,Zip: . FL Designer: LARRY RUCKEL Customer OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: |C8O5512 NERG2Q yNi W 1W .Adftb� 08-06-00 8u B u4oerlbs LL141VItis DL42oolbs DLoou2lbs RLL i37rlbs RLL 1377 lbs Total oxHorizontal Design G Ouma-oO Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% TrIb. I Standard Load Unf.Area (psq Left 00-00-00 08-06-00 40 15 00-06-00 2 F22 Unf. Lin. (plo Left 00-00-00 08-06-00 268 67 n/a 3 BM12 Conc. Pt. (lbs) Left 00-06-00 00-06-00 3667 2370 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy ofinput must rom. /num=/u 11091 /won 23./ro 125m w 1 - mtonna| boverified bvanyone who would rely on End Shear 3742 lbs 34.6% 10096 1 1 - Left output as evidence of suitability for Total Load Oafl. U 166 0.061'' 21.896 4 1 particular application.Output Live Load OoO. U2890(0.035") 12.5Y6 4 1 building code-accepted design yNox[�» . OOG1^ G196 4 1 vmvumvxannana/ ' � � Installation o/BOISE engineered wood Span/Depth 6.4 n/o 0 1 products must boinaccordance with current Installation Guide and applicable Notesbuilding codes.ruobtain Installation Guide _ Design m--'- --- -,--'-- `---- '~~~ ~~''~~^'~'' ~''~''~. or ask questions, | call(nau)ou*' O��u��einmaoouvn Design meets��oUemm|munn (L/3OO) Live load deflection ohteh -m� . Design meets arbitrary(1^) Maximum load deflection ohtaho. oCCALC@.BCFRxMsR@.^uG=. N1inimumbeahnglength fo Oio3'1/2" xLLJO(O��.sC RIM aOARD`".aONy. Minimum bearing length fo 1 is 1'5/8^ BOISE GLuLxMn°'SIMPLE FRAMING Entered/Displayed'| orizonto|Span Length(a)= Clear Span + 1/2min. end bearing+ oY8Tsm@.VsRG«'u\M@.VERSA-RIM 1/2inbenne-intermediate— beohng pLuS@.vsRGA-R/w@. vERSA-GTR^wD0.VsRSA-STuD@are trademarks nfBoise Wood Products, Connection Diagram L.L.C. aminimum =2^ o= 12" bminimum = 3^ d = 12^ Connection design assumes point load is1op-lnodou'. For connection design of'oiue-loudou'point loads, please consult atechnical representative o,professional uf Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 1ooCommon Nails Page 1 of Double 3/4" x 16" VE3100 SP Floor BeamkBM.14 BCCALC@Q.5Design Report' US 1opanNo cantilevers 10/12 slope Friday,April 3S.20U81t30 Build 91 File Name: 71860 Job Name: 71868 : BM-14 Address: LOT 18QOCEAN GROVE City, State,Zip: . FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: /C8O5512NER82Q i eo B1 LL 3059 8m LL3Osolbs oL1o82lbs DLu413lbs RLL 7olbs RLL sV/lbs Total ofHorizontal Design Spans 14-00'00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% TrIb. 1 Standard Load Unf. Area (psf) Left 00-00-00 14-00-00 40 15 00-06-00 2 F23 Unf. Lin. (plo Left 00-00-00 14-00-00 277 69 n/a 4 DECK Unf. Area (psf) Left 00-00-00 14-00-00 40 15 03-06-00 6 B57 Unf. Lin. (plo Left 11-00-00 14-00-00 183 219 n/a Load Disclosure Controls Summary vRjue %Allowable Duration Case Span Location Completeness and accuracy p,input must Pos. .°=.=.` 17852 .nu* *7.8r^ /vom 1 1 -|ntorna/ b*verified uvanyone who would rely on End Shear -4214 lbs 38.996 10096 1 1 ' Right output eoevidence ofsuitability for Total Load Defl. U615(0.273") 58.5% 4 1 particular application.Output Live Load Dafl. L/1009(0.167-) 35.796 4 1 o»uuim/»oondea�mp�ddesign yWoxOeO� O.273^ 27396 � 1 properties 8pon/Depth 1O5 'n/a 0 j InouyUo�onofBOISE emginn*n�wood ' products must beinaccordance with current Installation Guide and applicable Notes building codes.Toobtain Installation Guide Design meets User specified(L1360)Total load deflection criteria. or x questions, Design meets Code minimum (u3nu)Live load deflection criteria. (888)234-0056 installation.'— — Design meets arbitrary(1^)Maximum load deflection criteha� BC - 8CFaAmER@AJG= yNinimumbeehnglength fo Uim1'3��'' ALJOoy -.ocR|M BOw`D=.a'/0. K8�i � h� ka 1 �2^ BOISE G0LAMn°.SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s) Clear Span + 1/2 min. end bearing+ GYoTsm(@.VERG«-LAM0.VERSA-RIM 1Qintermediate bearing pLUS@.vER5m'RlM@), vER8A-STRAN00.VsRSx-GTUm0are trademarks mBoise Wood Products, L.L.C.Connection Diagram a minimum = 2^ c= 12" bminimum = 3^ d = 12" Connectors are:1sdCommon mai|n Page of Eloise- - Quadruple 1 3&4 " x 16" VE3100 SPSPFloor BeamkBM.15 BC .5 Design Report- US 1span No cantilevers 0/12 slope Friday,April 25, 200811:29 Build 91 File Name: 71860 Job Name: 71860 : BN-15 Address: LOT 18/2OCEAN GROVE Specifier: City, State,Zip: . FL DeoiQDesigner: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reodo: |CBO5512 NER62Q yNioc: 79/ 3 A 23-00-00B1 Bo 1 LL 2650 ms LLu7u4lbs DL oLx4u1lbs La17olbs RLL 1s3lbs RLL 1c41lbs; Total oxHorizontal D xi Spans=2300-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type _-Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area (ps� Left 00-00-00 23-00-00 40 15 00-06-00 2 BM14 Conc. Pt. (lbs) Left 07-01-12 07-01-12 3129 1982 n/a 3 BM13 Conc. Pt. (Ibs) Left 20-10-00 20-10-00 2795 2082 n/a 9 H76 Conc. Pt. (Ibs) Left 20-04-00 20-04-00 1170 1404 n/a Load 0UscUmmumm Controls Completeness and accuracy ofinput must Moment 38988 ft-lbs 52.296 10096 1 1 ' Internal be verified by anyone who m rely End Shear -8680 lbs 40.1Y6 100% 1 1 -F{ight outputooevidence cxsuitability for Total Load Dmf|' �° '�/� °� 1O4'9% 4 1 particular application.Output here based onbuilding code-accepted design Live Load Dafl. U736 (0.375") 48.B96 4 1propertiesu analysis,"e*"�s rWoxDsO� O.8D5^ 8D.5q� 4 1 ln��||s�onora�|G�enoineoro�wovd Span/Depth 17.3 n/a U 1 products must bninaccordance with current Installation Guide andapplicable building codes.Toobtain Installation Guide Cautions o,ask questions,please call Member is insufficient to carry loads for User specified |000 deflection at limit of u360. (uD8)%a4'oVsabefore installation. Notes 8CCALoE).oCFRAMER0.AJa=. ALLJ08TO.aCRIM aOAno=.BC|@. Design meets Code mm/mum (uanv) Live load deflection criteria. BOISE GLuLAM=.SIMPLE FRAMING Design meets arbitrary(1'')Maximum load deflection criteria. GY8TEM@.vsR8A'LxM@.VERSA-RIM Minimum bearing length B0 is 1-1/2". PLuS@.vsea/+R|m@. yWinimumbaohng | - for B1iu1'3/4^ vsRox'STm^w0@.vsRoA'GTum0am ~�� Entered/Displayed Horizontal Span Length(o)= Clear Span+ 1/2 min. end bearinguauoma,mvoronmnvvonupmuumang+ L.L.C. ' 1/2intermediate bearing Connection Diagram ominimum=2^ o= 12^ bminimum=2-1/2"d =24^ Connection design m opoim|nodio1on'|oaund' For connection design vr'oidc-|ooUeu'point loads, please consult otechnical representative n,professional orRecord. Member has noside loads. Concentrated loads are not considered inside load analysis. Connectors are:1/oin.Staggered Through Bolt Page 1 of Double 1 364" �� 16" VE3100 SP �U�� mm�%U�.�� - - � — � 1 span � N �|�� 0/12 slope ��A�� 11� 8CCAL��Q�5Des�nRnpo�' oca Build 91 File Name: 71860 Job Name: 71860 Description: BM-16 Address: LOT 102OCEAN GROVE Specifier: City, State,Zip: . FL Designer: LARRY RUCKEL Customer OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: |CBO5612 NERG2Q K4ioo: 46 03-00-00 BI oo 1 uoelbs u17ualbs oL1u4omo ��uVo|uu RLL 129 lbs RLL 129 lbs Total oxHorizontal 000i Spans 03-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% TrIb. 1 Standard Load Unf.Area(psf)I Left 00-00-00 03-00-00 40 15 00-06-00 4 BM23 Conc. Pt. (Ibs) Left 02-10-00 02-10-00 1756 1560 n/a Load Disclosure Controls SComp|�enenuondo�unuoyofinputmu� � 447 ft-lbs 1.2% 100% 1 i - |nterna| be verified who would rely on End ^'–a. 447|ba 1.496 100% 1 1 - Right outputooevidence ofsuitability for Total Load Oefl. L/103749 0.396 4 1 particular application.Output Live Load DmO. U275219 (0") O.196 4 1 ~'`~~~^'''°------~-----g'' is methods. �NoxDm0. O^ n/a 4 1 �s�n~m""properties�^*�mnmE�engineered wood Span/Depth 2.3 n/a O 1 products must bamaccordance with current Installation Guide and applicable building codes.Toobtain Installation Guide Notes p,ask questions,please call Design masts u u360load deflection criteria. (ouo)u8*-0o56before installation. Design meets Code minimum (L/3GO) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. aCCALCO.BCrmxMEm@.AJS=°. ��UO|Gn� BCm|�o�*�o"° eC|� K4inimumbeohnglength 6z BO is 1-1/2^' aO|G�G�U—m= SIMPLEFRAMING ' ' Minimum bearing length B1 is 1-1/2^ ~` ' �''y` ' ' Gv8TsM0 vERG/+LAM@vsR8��m|M Entered/DisplayedHohzonta|GponLength(s)= {�|eorGpan+ 1/2min. mndboahng+ pLuS@.v'mOA_R|M�. ' 1/2intermediate bearing vER8*+oTnAwm0.vEReA-aTuD@are trademarks mBoise vvvvd Pmuumm. Connection Diagram L.L.C. 04 0 o minimum =2^ n= 12^ bminimum=3^ d = 12^ Connection design assumes point load iu1op'|oodod' For connection design of'uiUe-load*d'point loads, please consult atechnical representative o,professional o,Record. Member has noside loads. Concentrated loads are not considered inside load analysis. Connectors are: 16d Common Nails Pogo 1 of ~ Double 1 3&4X� 16" VE3100 SP Floor U�.17 --� -------' BCCALC@Q.5Design Report' US 1 span Nocantilevers 0/12 slope Friday,April 25,200811:29 , Build 01 File Name: 71860 Job Name: 71860 DaacripUon: ByN'17 Address: LOT 18/2OCEAN GROVE Specifier: City, State,Zip: . FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: \CBD5512 NER62Q Misn' 12-05-00 B1 - LL 7�|� ��7V*|uo oLou1omv o�zoWa|ux � RLL 122umo LL11o4lbs Total uxHorizontal oeo| Spans 12-05-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area (psf) Left 00-00-00 12-05-00 40 15 00-06-00 2 F26 Unf. Lin. (plD Left 00-00-00 12-05-00 108 13 n/a 4 HJ148 Conc. Pt. (lbs) Left 00-08-00 00-08-00 365 437 n/a 5 HJ148 Conc. Pt. (lbs) Left 11-08-00 11-08-00 365 437 n/a 6 JACKS Unf. Lin. (pIq Left 01-00-00 11-00-00 125 151 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy ofinput must bo 25.796 12696 66 1 - Internal bovon5eduyanyone who would rely un ' -- --�-- -3316 |�~~� 24.5g� 125Y6 4 1 'RiQht vtooevidence ofnu|uobi|uvh,, End Shear Total Load Defl. U1065(0.14") 333.8% 55 1 particular "'p'moUnn Output here based L�eLoad Oafl. U2296(0.065") 157q� 65 1 ~''~~^~'''�^------'--design properties and analysis methods. yNaxOofl. D.14^ 14.0% 55 1 Installation ofBOISE engineered wood Span/Depth 9.3 n/e O 1 products must ueinaccordance with current Installation Guide and applicable building codes.To obtain Installation mviuo Notes v,ask questions,please call Design meets User L/uuu)Total load deflection criteria. (8nO)x34-0ossbefore installation. Deoi�nme�mCode minimum (L/3GO) Live load dmOec�ionohheha. Design meets arbitrary(1") Maximum load deflection ohteho� aCCALQ@.8CFR«Msm0.AJO=. Minimum bearing length for BO in 1-1/2". a�|GEGLuaC= G|�P�sF RIM BOARD-'�BC|@|wG' yNinimumbeohng |engthforB1io1-1X3^ -��u0OT�'--GvGT�m� ~^~ -�� --*~e|m Entered/Displayed or�onta|Span Leng�(o)= Clear Span+ 1/2min. end boohng+ puuS0. ' '--� -m� v-'- |- ' 1/2intermediate bearing vsR8x'GTRAmm@.vEn8*-OTuD@are trademarks vfBoise Wood Products, Connection Diagram L.L.C. aminimum = 2^ c= 12^ bminimum= 3^ d = 12^ design assumes point load is 1nn~|oudod'. For connection uavion of'side-loaded'point loads, please consult a technica|representative o,professional of Roovm. Member has noside loads. ovnoemmmu|noux are not considered in side mou analysis. Connectors are: 10dCommon Nails Page of - Double 13/4" x16" VE3100 SP Floor BeamkBM.18 8CCALC@Q.5Design Report- US 1oponNocantilevers 0/12 slope Fhdoy,April 25.2UO8i1:2A Build 91 File Name: 71860 Job Name: 71860 : BM-1O Address: LOT 102OCEAN GROVE Specifier: City, State,Zip: . FL Designer: LAFlRYRUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: |CBD5512 NERG2Q yWioo: 11-02-00 BO 81 LL112lbs LL 112 lbs oL1*48lbs oLu1o1lbs RLL r14lbs RLL 1522 lbs Total o,Horizontal oe Load Summary Live Dead Snow Wind Roof Live 90, Tag Description Load Type Ref. Start End 115% 133% 125% TrIb. 1 Standard Load Unf.Area (psf) Left 00-00-00 11-02-00 40 15 00-06-00 3 JACKS Unf. Lin. (plD Left 00-00-00 10-00-00 97 117 n/a 4 A48 Conc. Pt. (Ibs) Left 10-05-00 10-05-00 888 1066 n/a Load Disclosure Controls Completeness and accuracy m[input must ros. rwomenz 6677 ft-lbs 14.3% 125m 4 l - |nte,noi boverified uyanyone who would rely on End Shear -2498 lbs 18.5% 12696 4 1 ' Right output as evidence ofsuitability for Total Load Defl. L/2107 0.064^ 17.1Y6 4 1 particular application.Output Live Load OeO. U5624(0.024") G.4q� 4 1 "''"""""'u"""�a""ev="design ' u |vo�memvdn W1oxOoO' OOG4^ G496 4 1 properties � ' � Installation mBOISE engineered wood Span/Depth 8.4 n/o 0 1 products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide or ask questions,please call Design meets User specified (L/360)Total load deflection criteria. (888)234-0056 before installation. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(11')Maximum load deflection criteria. oCCALC@.eCFmAMERO.xua=. Minimum bearing length for B0io1'1/2^. 0 �� 8n@.sCm|ma0*no=.oC|@. 7Nin|mumbea/ing |ongthfbrB1io14/2^ BOISE GLuLAM=.SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s) Clear Span+ 1/2 OY8TsmVymin. endbeoring + p�u�m v'e8/+m��vsm8A'uAM@'vERG*,R|m 1/2intermediate boohng vsnGA'~^-^~D@.vE' GA'DTUm@are trademarks orBoise Wood Products, Connection Diagram L.L.C. a minimum = 2^ o= 12^ bminimum = 3^ d = 12" Connection design assumes point load ia1op'|oodad' For connection design uf'vidv-loaded'point loads, pleaseconsult a technical representative o,professional o,Record. Member has noside loads. Concentrated loads are not considered inside load analysis. Connectors are:16dCommon Nails DoK8UnUe 1 3&4 " x 16" VE3100 SP Floor BeammkBM.19 BCCALC@EL5Design Report- US 2oponoNo cantilevers 0/12 slope Fhday,April 26.200811:29 Build 91 File Name: 71860 Job Name 71860 : 8M-19 Address: LOT 102OCEAN GROVE Specifier: City, State,Zip: . FL Designer: LAFlRYRUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code ho |CBO5512 NERG2Q K4inc: T� 06-04-00 04-03-00 NNW eo 131 oo LL yoo|uu LL 1556 mo LL 403 mu DL 1756 lbs oLua7olbs oL1u84lbs RLL 1g7lbs RLL 2e1olbs RLL 11uOlbs Total o,Horizontal Design Spans=1007-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area (psflI Left 00-00-00 10-07-00 40 15 00-06-00 2 ByN18 Conc. Pt. (|bo) Left 01-00'00 01-00'00 826 1448 n/a 3 F18 Un[ Lin. (pIq Left 02-00'08 10-07-00 191 42 n/a 4 WALL Un[ Lin. ( | Left 00-00'00 10-07'00 O 130 n/a 5 HJ130 Conc. Pt. (|bn) Left 01-00'00 01-00'00 174 208 n/a G JACKS Un[ Lin. ( | Left 02'00'00 05-00'00 75 SD n/a 7 A47 Conc. Pt. (|bo) Left OG'OD'DD OG-OO'OO 956 1148 n/a 8 A45 Un[ Lin. (p|o Left 07'00'00 10-07'00 540 647 n/a Load Disclosure Controls Summary Value %Allowable Duration — Case Span Location Completeness and accuracy vfinput must Moment omen� 2551 ft-lbs 6.8% 100% 14 1 -|n$orno| ueverified uyanyone who would rely on Nag. Moment -3688 ft-lbs 7.9Y6 12596 4 1 -Right output onevidence ofsuitability for End Shear 1692 lbs 15.66 1006 14 1 -Left particular application.Output Shear 2O81 lbs 154Y� 12596 4 1 -F{iQht ~''~~''~'''u^~~~-~~~p~~~~~' '' Cont.� ' propertiesu analysis methods. To�|Load DeO. L/12477 OODG" �S96 55 1 � � / � Installation ovBOISE engineered wood Live Load DeO. U27997 (0.003") 1.396 55 1 pmducmmu�boinaccordance wuh Max DoO. O.ODG^ 0.6Y6 55 1 current Installation Guide and applicable Spon/Depth 4.8 n/a 0 1 building codes.Toobtain Installation Guide v,ask questions,please call Notes (8uo}uu*n000before installation. Design meets User specified (U360) load deflection criteria. BCCALQ@.aCFexMEm@.*JS=. Design meets Code minimum (L/3GO) Live load deflection criteria. ALLJ0on0.eCRIM ao^Ro`".oQ@. o0|GsG�Uu��= SIMPLE FRAMING Design mno�oarbitrary(1'')Maximum load deflection criteria. ' 8voTs�� vsmG*~��m� vER0+R|m Minimum bearing length for 8O is 1-1/2^ ' ' � PLUS@.vsn8x'e|m@. K4inimumboohng|engthforB1ia3'' vEeoA'aTRAmDm.vsRa/+aTUm@are Minimum bearing length for 2ia1'1/2^ trademarks v,Boise Wood Products, Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing+ L.L.C. 1/2intermediate bearing Page 1of2 M16is '° Double 1 3/4" x 16" VERSA-LAM® 3100 SP Floor Beam1BM-19 BC CALC®9.5 Design Report- US 2 spans No cantilevers 0/12 slope Friday,April 25, 2008 11:29 Build 91 File Name: 71860 Job Name: 71860 Description: BM-19 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ICBG 5512, NER 629 Misc: Connection Diagram Disclosure �{b d Completeness and accuracy of input must L be verified by anyone who would rely on a output as evidence of suitability for • �• • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood • • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 12" (888)234-0056 before installation. b minimum= 3" d = 12" BC CALC®,BC FRAMER®,AJS- Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, ALLJOISTO,BC RIM BOARD-,BCI®, please consult a technical representative or professional of Record. BOISE GLULAMTM,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS®,VERSA-RIM®, Connectors are:16d Common Nails VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 'BQ►tSE" Double 1 3/4" x 16" VERSA-LAM® 3100 SP Floor Beam1BM-20 BC CALC®9.5 Design Report- US 1 span No cantilevers 10/12 slope Friday,April 25,2008 11:29 Build 91 File Name: 71860 Job Name: 71860 Description: BM-20 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc. 3 I ; I 1 j 13-06-08 BO B1 LL 135 lbs LL 135 lbs DL 1694 lbs DL 1694 lbs RLL 792 lbs RLL 792 lbs Total of Horizontal Design Spans=13-06-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area (psf) Left 00-00-00 13-06-08 40 15 00-06-00 2 WALL Unf. Lin. (plf) Left 00-00-00 13-06-08 0 130 n/a 3 JACKS Unf. Lin. (plf) Left 00-00-00 13-06-08 97 117 n/a Load Disclosure Controls Summary value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 8877 ft-lbs 19.0% 125% 4 1 - Internal be verified by anyone who would rely on End Shear 2077 lbs 15.4% 125% 4 1 - Left output as evidence of suitability for Total Load Defl. U1325(0.123") 27.2% 4 1 particular application.Output here based Live Load Defl. U3746(0.043") 9.6% 4 1 on building code-accepted design Max Defl. 0.123" 12.3% 4 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 10.2 n/a 0 1 products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets User specified (U360)Total load deflection criteria. or ask questions,please call Design meets Code minimum (U360) Live load deflection criteria. (888)234-0056 before installation. Design meets arbitrary(1")Maximum load deflection criteria. BC CALC®,BC FRAMER®,AJS-, Minimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIM BOARD-,BCI®, Minimum bearing length for 131 is 1-1/2". BOISE GLULAM-,SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)= Clear Span+ 1/2 min. end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d a • �• • c •4 • a minimum =2" c= 12" b minimum =3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 " ^ - Double 1 3/4" x 16" VE3100 SP Floor M-21 BCCALC@Q.5Design Report- US IopanNo cantilevers 10/12 slope Fhday,April 25.2DU81i:20 Build 91 File Name: 71860 Job Name: 71860 Description: BM-21 Address: LOT 18/2OCEAN GROVE City. State,Zip: . FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: }C8O5512 NERG2Q K4iuc: 1j j A 09-06-00 aV o1 LL 1970 lbs LL14s1lbs oLuu$olbs oLu47Olbs RLL 11solbs RLL 1a33lbs Total o,Horizontal Design Spans 09'0600 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area (ps� Left 00-00-00 09-06-00 40 15 00-06-00 2 BM20 Conc. Pt. (Ibs) Left 00-10-08 00-10-08 927 1694 n/a 6 HJ130 Conc. Pt. (Ibs) Left 00-09-00 00-09-00 174 208 n/a 9 G74 Unf. Lin. (plq Left 06-00-00 09-06-00 207 249 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy vfinput must Pos. Moment 13127 ft-lbs 28.1% 125n" 4 1 ' Internal bnverified byanyone who would rely vn End Shear 3857 |bo 35.696 100Y6 1 1 ' Left output aoevidence u,suitability for Total Load Defl. U1277 (0.089") 28�228.2% 4 1 particular application.Output here based Live Load DaflU2384151Y6 4 1 unbui|dingoou* � code-accepted' (0.048") ' d ivu� � methods K�oxDaO. 0.089" 8.8Y6 4 1 propertiesInstallation of BOISE engineered wood Span/Depth 7.1 n/o O 1 products must ueinaccordance with current Installation Guide and applicable Notes building codes.Toobtain Installation Guide n,ask questions,please call Design meets User specified (^'^"")Total =" deflection criteria. (uou)uu4-0nsabefore installation. Design meets Code minimum (L/3GO) Live load deflection criteria. Design meets arbitrary(1^) Maximum load deflection uhberia� BCCALoO.aoFRAMsR@.AJG`=. K8inimumbeadng |engthforBOio2-1/4'' ALLJGn�.BCR|�BO�Ro .gC|@. [Ninimumbeohnglength for B1 im1-7/8'' 0 =a0asGLULAm`m.SIMPLE FRAMING Entered/DisplayedSYGTEmOHori�ontn| SponLeng�h(o)= C|earGpan + 1/2min� ondbearing+ p�U�� v'mG«_R|m«y vERS�LAm@'VERSA-RIM 1/2intermediate beohng vEnG/+' —'—'00.vE' G*,GTum0are trademarks ofBoise Wood Products, L.L.C.Connection Diagram aminimum=2^ o= 12^ bminimum=3^ d = 12^ Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, pleaseconsult a technical representative o,professional n,Record. Member has nnside loads. Concentrated loads are not considered in side load analysis. P1wAjeditmmire: 1suCommon Nails Double 1 3/4" x 16" VERSA-LAM® 3100 SP Floor Beam1BM-22 BC CALC®9.5 Design Report- US 3 spans No cantilevers 0/12 slope Friday,April 25,2008 11:29 Build 91 File Name: 71860 Job Name: 71860 Description: BM-22 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: s ! 16 17 _IX X 43 i 4 5 I 1 � IN 13-03-00 07-04-00 06-08-00 BO 131 B2 B3 LL 2567 lbs LL 6926 lbs LL 2815 lbs LL 1664 lbs DL 3850 lbs DL 7778 lbs DL 1454 lbs DL 1863 lbs RLL 1060 lbs RLL 2524 lbs RLL 274 Ibs RLL 591 lbs Total of Horizontal Design Spans=27-03-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 27-03-00 40 15 00-06-00 2 BM20 Conc. Pt. (Ibs) Left 00-10-08 00-10-08 927 1694 n/a 3 F27 Unf. Lin. (plf) Left 01-00-00 13-04-00 277 69 n/a 4 F26 Unf. Lin. (plf) Left 13-04-00 21-04-00 173 42 n/a 5 F24 Unf. Lin. (plf) Left 21-04-00 27-03-00 271 68 n/a 6 BM19 Conc. Pt. (Ibs) Left 09-08-08 09-08-08 1539 1094 n/a 7 WALL Unf. Lin. (plf) Left 00-00-00 27-03-00 0 130 n/a 8 HJ130 Conc. Pt. (Ibs) Left 00-09-00 00-09-00 174 208 n/a 9 JACKS Unf. Lin. (plf) Left 01-00-00 05-00-00 75 90 n/a 10 G75 Conc. Pt. (Ibs) Left 05-08-00 05-08-00 616 740 n/a 11 G74 Unf. Lin. (plf) Left 06-00-00 10-00-00 207 249 n/a 12 BM23 Conc. Pt. (Ibs) Left 11-02-00 11-02-00 1212 1338 n/a 13 BM23 Conc. Pt. (Ibs) Left 23-11-00 23-11-00 1212 1338 n/a 14 HJ144 Conc. Pt. (Ibs) Left 11-02-00 11-02-00 170 204 n/a 15 HJ144 Conc. Pt. (Ibs) Left 23-11-00 23-11-00 170 204 nla 16 JACKS Unf. Lin. (plf) Left 12-00-00 23-00-00 95 113 n/a 17 B57 Unf. Lin. (plf) Left 25-00-00 27-03-00 183 219 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 19530 ft-Ibs 41.8% 125% 55 1 - Internal be verified by anyone who would rely on Neg. Moment -18629 ft-Ibs 49.9% 100% 18 2-Left output as evidence of suitability for End Shear 4872 lbs 45.0% 100% 14 1 - Left particular application.Output here based Cont. Shear 9289 lbs 85.8% 100% 18 1 - Right on building code-accepted design properties and analysis methods. Total Load Defl. U688(0.231") 52.4% 55 1 Installation of BOISE engineered wood Live Load Defl. U1247 (0.128") 28.9% 55 1 products must be in accordance with Total Neg. Defl. -0.042" 8.3% 55 2 current Installation Guide and applicable Max Defl. 0.231 23.1% 55 1 building codes.To obtain Installation Guide Span/Depth 9.9 n/a 0 1 or ask questions,please call (888)234-0056 before installation. Notes BC CALC®,BC FRAMER®,AJSTM Design meets User specified (L/360)Total load deflection criteria. ALLJOIST®,BC RIM BOARDTM' BCI@, Design meets Code minimum (U360) Live load deflection criteria. BOISE GLULAMT" SIMPLE FRAMING n meets arbitrary 1" Maximum load deflection criteria. SYSTEM®,VERSA-LAME),VERSA-RIM Design ry( ) PLUS®,VERSA-RIM®, Minimum bearing length for BO is 2-1/2". VERSA-STRAND®,VERSA-STUD®are Minimum bearing length for B1 is 5-3/4". trademarks of Boise Wood Products, Minimum bearing length for B2 is 3". L.L.C. Minimum bearing length for B3 is 1-1/2". Entered/Displayed Horizontal Span Length(s)= Clear Span+ 1/2 min. end bearing+ 112 intermediate bearing Page 1 of 2 $ETM Double 13/4" x 16" VERSA-LAM® 3100 SP Floor Beam\BM-22 8C CALC®9.5 Design Report- US 3 spans No cantilevers 0/12 slope Friday,April 25, 2008 11:29 Build 91 File Name: 71860 Job Name: 71860 Description: BM-22 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Disclosure �I b d Completeness and accuracy of input must L be verified by anyone who would rely on aoutput as evidence of suitability for • • • particular application.Output here based on building code-accepted design c properties and analysis methods. 1N Installation of BOISE engineered wood • • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 12" (888)234-0056 before installation. b minimum=3" d = 12" BC CALC®,BC FRAMER®,AJS- Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, ALLJOIST®,BC RIM BOARD-,BCI®, please consult a technical representative or professional of Record. BOISE GLULAM-,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS®,VERSA-RIM®, Connectors are: 16d Common Nails VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 r, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD -' - ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000507 Date 4/21/08 Property Address . . . . . . 1730 OCEAN GROVE DR Application type description PLUMBING ONLY Property Zoning . . . . . . . RESIDENTIAL GEN 2 FAMILY Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc addtional water fees ------------------------ ---------------------------------------------------- Owner Contractor ------------------------ ------------------------ DIXON, JERROLD & ROSANNA OWNER JACKSONVILLE FL 32223 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 4/15/08 Valuation . . . . 0 Expiration Date . . 10/12/08 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER IMPACT FEES 1250 . 00 SEWER TAP FEES 2900 . 00 WATER CONNECT/TAP & METER 525 . 00 WATER CROSS CONNECTION 35 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4710 . 00 4710 . 00 . 00 . 00 Grand Total 4710 . 00 4710 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. a OV]./fes} CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD s� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 IrIj Application Number . . . . . 07-00001682 Date 4/15/08 Property Address . . . . . . 1730 OCEAN GROVE DR Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL GEN 2 FAMILY Application valuation . . . . 600000 ---------------------------------------------------------------------------- Application desc NEW SINGLE FAMILY RESIDENCE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DIXON, JERROLD & ROSANNA OCEAN BOULEVARD CONSTRUCTION INC JACKSONVILLE FL 32223 60 OCEAN BLVD ATLANTIC BEACH FL 32233 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 1860 . 00 Plan Check Fee 930 . 00 Issue Date . . . . 4/14/08 Valuation . . . . 600000 Expiration Date . . 10/11/08 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. Dumpster must be obtained from a company on the City' s franchise list . ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1860 . 00 1860 . 00 . 00 . 00 Plan Check Total 930 . 00 930 . 00 . 00 . 00 Grand Total 2790 . 00 2790 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BIUILDING CODES. r., CITY OF ATLANTIC BEACH _ V " ` a 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 07 r (,...>..,...,.� st OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY , t a , ' ,m.G ,S i fl, ,n l(ahi ,= ! 1;i ; fit '.epr. , ;" %ip'P % .'. it°'y 4 i ....` i.als�tlp, '`I tiPi(��a" _ ii. C1FST8( Tt , 69'IQEW BUILDING ❑DEMOLITION PRESIDENTIAL LOT BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE COMMERCIAL 11 RATION ❑ACCESSORY BLDG. I ❑REPAIR ❑POOL/SPA ❑YES ❑N/A per❑MOVE ❑OTHER r❑NO Gp �(HITE�k' ,1NefaiE`4§W 9.NAME: 15.CO AN AME:, 23.COMPA ONAME: V-0- yfh/�n1'JA�iKCN + t3� 1' l 16.NA { 24.LICENSEE NAME..T,� lC.�//f 0 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO:. 25.STATE OF FLO IDA LICENSE NO.: e-eje-o&rte vtl I UP t �� /. 18.ADDRESS: � 26 ADDRES 1/✓�7 1.>� -CO ✓ , XTT 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 413 yc ';?v/ 1X33 b 3 2qr - 1 13.CEL HONE: 21.CELL PHONE: 29.CELL PHONE: C 7 W - 14.EMAIL AD 11 OR/i75 (I r c °+(.�✓// 202.Ee AD 0&RIE ,-g' �, / 3C IL ADD SS��1 —A s -: r a+ dg a 4u( I ( ,( % enPfl a . I � IL "r � TY �`w''�%"h` °dNS . ^«° 'l a d %III,' ..rP��H�s�.%ad.f i� � �, a„ o%BApi 6 nay I ip u 2 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made„to.obtain a permit to do the.work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ggSI s; s r%aNEn >� ��'yqa%,l9ga x Idi�i 7 a� eu�r,�, .... r tlzd d +d I`s,.,%dIflolllo� nc" rtsry{rs : 7 iud ,: d ,. y d ,°,•n IlE %" %i I”,pI rr%I °r v � a 11 o I ilk e I �i � .. ,. G . Signed: 1,11,1114, Date: � Signed: Date: 2 ( ( Before me this � �day of 6�/ 2007 in the county of Before meAis"[9 day of r,2007 in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. rl true and accurate. Notary Public at Large,State of t' +` County of,3" Notary Public at Large,State of_�,County of cd iGersonally Known Personally Known • ❑Produced Identificatio - ❑Produced Identificati - Notary Signature: �� Notary Signature: �� ti;Y KAREN T HUME Expires8120/2010in Commission DD 623525 . . `•,,,�,;;,,.y° Florida Notary AM..Inc ; _ EVrGS DGmrber 18,2010 ....,.. ............ COAB FORM BLDG01:REVISED:8/2/2007 ihal� Troy PanMNu�nce8003E57019 CITY OF ATLANTIC BEACH S PERMIT CALCULATION SHEET f s, J ;>»r Date:_, Address / 73 SPECIAL NOTES WATER IMPACT FEE SEWER IMPACT FEE WATER METERITAP $ � CAPITAL IMPROVEMENT$ SEWER TAP $ �9DD SECTION H PAVING ( ) $ CROSS CONNECTION $ �� OTHER $ GRAND TOTAL $ �� 7 WATER IMPACT FEE WORKSHEET ADDRESS: 40t�`� DRAINAGE FIXTURE UN17 FIXTURI VP.E VALUE AS LOAD FDMIRES UNITS Automatic clothes washers commercial 3 Automatic dbthes washes, residential 2 Bathroom group con�sting of water closet,lavatory, Bidet, and bathtub or shower ' 6 Batnlub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 . Combination sink and tzy 2 Dental lavatory Dishwashing machine,domestic 2 FDn'nkL',mfountaIrv1cemaker 2r1L COP bb . -KIfchen sink, domestic 2 1 Kitchen.sink, domask with food waste grinder and/or dishwasher 2 laved tray (1 or 2 w artmenLs 2 Lavatory j /D � Shower tom arbrren� domestic 2 p Sink 2 Urinal P Y Urinal, 1 gallon per flush or less' ' ,1 .2 Wash sink circular or mutt/ le each set of faucets 2 Water closet,Aushometer tank,p6bllc or private 4 Water doset, private Installation 4 Water closet,pub4c installation g TOTAL NUMBER OF UNITS> , �.fMULTIPUED X 20 TOTALS i Ellis Riftsociates inc. Environmental ■ Geotechnical ■ Materials Testing Integrated Engineering Services January 11, 2008 Ocean Boulevard Construction 60 Ocean Boulevard, Suite 1 Atlantic Beach, Florida 32233 Attention: Mr.Michael Altenbach Reference: Seasonal High Groundwater Level Evaluation Lot 18, Ocean Grove Drive Atlantic Beach, Florida E&A Project No. 0995-0007 Dear Mr. Altenbach: As requested, Ellis & Associates, Inc. (E&A) has completed a geotechnical exploration for the requested site at the northwestern corner of the intersection of Ocean Grove Drive and 17"' Street in Atlantic Beach, Florida. The purpose of our exploration was to measure the groundwater level at the site and provide an estimate of the seasonal high groundwater level (SHGL)at the site for use in dry retention pond design. FIELD EXPLORATION A subsurface exploration was performed to measure the stabilized groundwater level at the site. The exploration consisted of performing one auger boring to a depth of approximately 6.5 feet below the existing ground surface, in the proposed pond location. The auger boring generally encountered light gray fine sands to a depth of about 5 feet below the ground surface at the time of drilling, underlain by dark brown fine sands with silt to the termination depth of about 6.5 feet below ground surface. These soils were visually classified by a professional geotechnical engineer as conforming to an A-3 classification in the AASHTO soils classification system. The stabilized groundwater level was encountered at the auger boring location and recorded at a depth of about 6 feet below the existing ground surface. SEASONAL HIGH GROUNDWATER LEVEL The seasonal high groundwater level (SHGL) is affected by a number of factors. The drainage characteristics of the soils, the land surface elevation, construction operations, tidal fluctuations, relief points such as drainage ditches, lakes, rivers, marsh or swamp areas, etc., and distance to relief points are some of the more important factors influencing the seasonal high groundwater level. Based on our interpretation of the site conditions, we estimate the seasonal high groundwater level could be approximately 2 to 2.5 feet higher than the groundwater level encountered during our exploration. Therefore,we estimate that the SHGL could be as shallow as 3.5 feet below the ground surface existing at the time of our drilling. It is possible that groundwater levels may temporarily exceed the estimated seasonal high groundwater level as a result of significant or prolonged rains. Design for normal seasonal high groundwater conditions, instead of the extreme conditions, generally is more appropriate. 7064 Davis Creek Road Jacksonvitl 322'515 p:904-880-0960 f:904-880-0970 Serving the Southeast since 1970. Offices: .' ksonville F 'Titusville, FL Daytona, FL Brunswick,GA 0995-0007jrmPage 1 of 2 el4sassoc REPORT LIMITATIONS Our recommendations have been prepared in accordance with generally accepted geotechnical engineering principles and practices. Ellis & Associates, Inc. is not responsible for any independent conclusions, interpretation, opinions or recommendations made by others based on the data contained in this report. This report does not reflect any variations which may occur adjacent to or between soil borings. The discovery of any site or subsurface condition during construction which deviate from the data obtained during this geotechnical exploration should be reported to us for our evaluation. CLOSURE We appreciate this opportunity to be of continued service as your geotechnical consultant on this phase of the project. If you have any questions concerning this report, or if we may be of any further service, please contact us. Very truly yours, ELLIS & ASSOCIATES,INC. JaR. McKinnon, P.E. Prtct Geotechnical Engineer Registered,Florida No. 58696 l-�l-V6 IM il"Up ussodates,,c. 0995-0007jrm Integrated ngineerinServices Page 2 of 2 Ellis Riftsociates inc. Environmental ■ Geotechnical ■ Materials Testing Integrated Engineering Services January 11, 2008 Ocean Boulevard Construction 60 Ocean Boulevard, Suite l Atlantic Beach, Florida 32233 Attention: Mr. Michael Altenbach Reference: Seasonal High Groundwater Level Evaluation Lot 18, Ocean Grove Drive Atlantic Beach, Florida E&A Project No. 0995-0007 Dear Mr. Altenbach: As requested, Ellis & Associates, Inc. (E&A) has completed a geotechnical exploration for the requested site at the northwestern corner of the intersection of Ocean Grove Drive and 17`h Street in Atlantic Beach, Florida. The purpose of our exploration was to measure the groundwater level at the site and provide an estimate of the seasonal high groundwater level (SHGL)at the site for use in dry retention pond design. FIELD EXPLORATION A subsurface exploration was performed to measure the stabilized groundwater level at the site. The exploration consisted of performing one auger boring to a depth of approximately 6.5 feet below the existing ground surface, in the proposed pond location. The auger boring generally encountered light gray fine sands to a depth of about 5 feet below the ground surface at the time of drilling, underlain by dark brown fine sands with silt to the termination depth of about 6.5 feet below ground surface. These soils were visually classified by a professional geotechnical engineer as conforming to an A-3 classification in the AASHTO soils classification system. The stabilized groundwater level was encountered at the auger boring location and recorded at a depth of about 6 feet below the existing ground surface. SEASONAL HIGH GROUNDWATER LEVEL The seasonal high groundwater level (SHGL) is affected by a number of factors. The drainage characteristics of the soils, the land surface elevation, construction operations, tidal fluctuations, relief points such as drainage ditches, lakes, rivers, marsh or swamp areas, etc., and distance to relief points are some of the more important factors influencing the seasonal high groundwater level. Based on our interpretation of the site conditions, we estimate the seasonal high groundwater level could be approximately 2 to 2.5 feet higher than the groundwater level encountered during our exploration. Therefore, we estimate that the SHGL could be as shallow as 3.5 feet below the ground surface existing at the time of our drilling. It is possible that groundwater levels may temporarily exceed the estimated seasonal high groundwater level as a result of significant or prolonged rains. Design for normal seasonal high groundwater conditions, instead of the extreme conditions, generally is more appropriate. 7064 Davis Creek Road Jacksonvill 32256'x: p:904-880-0960 f:904-880-0970 Serving the Southeast since 1970. Offices: . cksonville f .'Titusville, FL Daytona, FL Brunswick, GA 0995-0007jrm Page 1 of 2 el assoc REPORT LIMITATIONS Our recommendations have been prepared in accordance with generally accepted geotechnical engineering principles and practices. Ellis & Associates, Inc. is not responsible for any independent conclusions, interpretation, opinions or recommendations made by others based on the data contained in this report. This report does not reflect any variations which may occur adjacent to or between soil borings. The discovery of any site or subsurface condition during construction which deviate from the data obtained during this geotechnical exploration should be reported to us for our evaluation. CLOSURE We appreciate this opportunity to be of continued service as your geotechnical consultant on this phase of the project. If you have any questions concerning this report, or if we may be of any further service, please contact us. Very truly yours, ELLIS & ASSOCIATES,INC. J40 R.McKinnon, P.E. Pr Ject Geotechnical Engineer Registered, Florida No. 58696 0995-0007jrm MEHOUsso'ciatesi.c. Integratec�'Engineerin,,y Services Page 2 of 2 MIENW&Msociatesinc. Environmental ■ Geotechnical ■ Materials Testing Integrated Engineering Services January 11, 2008 Ocean Boulevard Construction 60 Ocean Boulevard, Suite 1 Atlantic Beach, Florida 32233 Attention: Mr. Michael Altenbach Reference: Seasonal High Groundwater Level Evaluation Lot 18, Ocean Grove Drive Atlantic Beach, Florida E&A Project No. 0995-0007 Dear Mr. Altenbach: As requested, Ellis & Associates, Inc. (E&A) has completed a geotechnical exploration for the requested site at the northwestern corner of the intersection of Ocean Grove Drive and 17`x' Street in Atlantic Beach, Florida. The purpose of our exploration was to measure the groundwater level at the site and provide an estimate of the seasonal high groundwater level (SHGL)at the site for use in dry retention pond design. FIELD EXPLORATION A subsurface exploration was performed to measure the stabilized groundwater level at the site. The exploration consisted of performing one auger boring to a depth of approximately 6.5 feet below the existing ground surface, in the proposed pond location. The auger boring generally encountered light gray fine sands to a depth of about 5 feet below the ground surface at the time of drilling, underlain by dark brown fine sands with silt to the termination depth of about 6.5 feet below ground surface. These soils were visually classified by a professional geotechnical engineer as conforming to an A-3 classification in the AASHTO soils classification system. The stabilized groundwater level was encountered at the auger boring location and recorded at a depth of about 6 feet below the existing ground surface. SEASONAL HIGH GROUNDWATER LEVEL The seasonal high groundwater level (SHGL) is affected by a number of factors. The drainage characteristics of the soils, the land surface elevation, construction operations, tidal fluctuations, relief points such as drainage ditches, lakes, rivers, marsh or swamp areas, etc., and distance to relief points are some of the more important factors influencing the seasonal high groundwater level. Based on our interpretation of the site conditions, we estimate the seasonal high groundwater level could be approximately 2 to 2.5 feet higher than the groundwater level encountered during our exploration. Therefore, we estimate that the SHGL could be as shallow as 3.5 feet below the ground surface existing at the tirne of our drilling. It is possible that groundwater levels may temporarily exceed the estimated seasonal high groundwater level as a result of significant or prolonged rains. Design for normal seasonal high groundwater conditions, instead of the extreme conditions, generally is more appropriate. 7064 Davis Creek Road Jacksonviill 322 p:904-880-0960 f:904-880-0970 Serving the Southeast since 1970. Offices: 'ksonville F Titusville, FL Daytona, FL Brunswick,GA 0995-0007jrm e assoPage 1 of c. 6 REPORT LIMITATIONS Our recommendations have been prepared in accordance with generally accepted geotechnical engineering principles and practices. Ellis & Associates, Inc. is not responsible for any independent conclusions, interpretation, opinions or recommendations made by others based on the data contained in this report. This report does not reflect any variations which may occur adjacent to or between soil borings. The discovery of any site or subsurface condition during construction which deviate from the data obtained during this geotechnical exploration should be reported to us for our evaluation. CLOSURE We appreciate this opportunity to be of continued service as your geotechnical consultant on this phase of the project. If you have any questions concerning this report, or if we may be of any further service, please contact us. Very truly yours, ELLIS & ASSOCIATES,INC. r Ja . R. McKinnon, P.E. Pr Ject Geotechnical Engineer Registered, Florida No. 58696 HI �a Ass elates inc.0995-0007jrm integrated`icngineeririf Services Page 2 of 2 u _ Corporate Ellis 9ftsoclates - 7064i. Davis Creek Road,Jacksonville,FL 32256 P:(904)880-0960 F:(904)880-0970 Environmentala Geotechnical ■ Materials Testing Branch Locations: Integrated Engineering 5grviCes Titusville:1429 Chaffee Drive,#2,Titusville,FL 32780 P:(321)267-8458 F:(321)267-8492 Daytona:.1240 Hand Avenue,Ormond Beach,FL 32A 74 P:(386)672-9898F:(386)672-9897 @ffiS8SSOC.00171 Brunswick: 227 Rose Drive,Brunswick;GA 31520 P:(912)279-0085 F:(912)279-0086 Tracking No: RELORT OF IN_PLACMENSITY RESIDENTIAL Project No: Subdivision: °C ti r I Reported to: �"" Report No: Unit or Parcel: a Location By: `�;� k ' ''Lab Na Lof#dock: "" Contractor: Date Tested: `' " ! Street Address:. +'` ,- C +r .,3 City: Method: ',.. ; �, Course: ,t Specific Requirements: ' vtw Base/LR/ Dry Max.Dry % of Max Moist Fair Location Depth Asphalt/ Density Density* Density % Rete Thickness 'ckness b.. r, *Sour `-of Proctor(Project number) ''Test Meets Specification Requirements F-Test Fails To Meet Specification Requirements R -Retest To B Completed In Field ----------------------------- Standby Approval --- Emplb,yee Name , Billing Comments Superintendent Printed Name _TOp Charge (Job Canceled) _Qut of Town Mobilization(T001) Superintendent Signature City •------------------------------ (Office use) EA-10 white copy-office use yellow copy-personal use g pink and gc#denr®d-client use Page_of— r , Public Works Plan Review Comments Date: Initials rC/-.--) Project Name/Address: A) Cie b c Application/Permit#:,,�-7— R' r� t t p. T wE ti� ,A .r _��11�4 sLL1Qn bra 1V 111b�C a .� �x 9 f ri_L fF r h i G za S ; �0122 a ll� -/ �{�,��`.._'•Y_ � k,�r,µr r . E'+.�,c� �3 �i� }c.� 4rct�.k:-C i a:: ;,a c# e15 5�.:=x,a.I + �e r,, 'l. t' { ,�`t?�c;��rls g �sr,•rf�i�+s`fiors.^� a -r Provide impervious surface calculations. (Sp l� ��. r_ �q r/�f Provide osion and sediment control p with installation et �di ce schedule. Provide dr plansshowing site topography arrows, etc.) Provide construction site management plan,including Right-of-Way P ermit if using ❑ right-of-way for constriction parking. Provide pre-construction topographic survey prepared by a Florida Licensed Professional Land Surveyor, showing l' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Q-11 jn-site retention required per (�!� Section 24-66(b). (See attached info. Sheet) - €JTi '/-%A -- 6'5-2- e,� r,.,., If on-site storage is required, a post construction topographic survey documenting proper construction will be required. A Right-of-Way Permit must be obtained. L& C,/- Aw-actd� 4.W0W*(-74mAT sti)& '7 A Revocable Encroachment Permit must be obtained for Pool—Wellpoint(if used)must discharge into vegetated area 10' minimum from street ❑ or drainage feature (swale or structure) All driveway aprons must be concrete, S inches thick, 4000 psi,with fibermesh from the . edge of the pavement to the property line. Reinforcing rods or mesh are not allowed in ❑ the ROW(Commercial driveways—6"thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid.10 feet in each direction fromithe center of the cut. Repair must be shown on the plans. ft u5t LASe ,fir-pStec GpM11 �-�i dh- e— t17 s. iz W Usr ? X ❑ Q L`J1�� ,, z CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000873 Date 12/29/08 Property Address . . . . . . 1730 OCEAN GROVE DR Application type description FENCE PERMIT Property Zoning . . . . . . . RESIDENTIAL GEN 2 FAMILY Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc INSTALL FENCE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DIXON, JERROLD & ROSANNA OCEAN BOULEVARD CONSTRUCTION INC JACKSONVILLE FL 32223 60 OCEAN BLVD ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 Expiration Date . . 6/27/09 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Avoid damage to water or sewer service. Block wall must permit drainage from north of lot to 17th St . right-of-way. Cannot block existing drainage path. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. u7jl\ CITY OF ATLANTIC BEACH 0 08- ,, 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 I I I I I 41P OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 " BUILDING-DEPTQCOAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY ?'1 .QB ADDRE,$S'. ,• ... r �d a "sh: 2:VALUAT{ON OF.UU(RKs + i 3.SQ.F7;UNDER'ft00F h lo oca /NA tic each, FL 32233 LEGAL DESCRIPTION.,3% 55`CLASSOF WORK .,. .?, ;: r B."USE OF.STRUCTURE. " C114VIN BUILDING ❑DEMOLITION I-RESIDENTIAL LOT ffBLOCK_SUBDIVISION ❑ADDITION ❑CONVERTING USE 13 COMMERCIAL DESCRIPTIOt{1 OFwA�c. .�,� ❑ALTERATION ❑ACCESSORY BLDG. 6:SIRE 6BRINK1=R r• t..:,rar`°' ❑REPAIR ❑POOL/SPA ❑YES ❑N/A ❑MOVE ❑OTHER ❑NO ".PROPERTXOWNER.. , CONTRACTOR ;',u x r „z�,r.;:.ARCHITECfiENGINEERt-= 9.NAME: 1 OMPANY NAN, 23.CO PANY N E: '-kf(o 0 d �Q nr1G 0;�(Yl fi 16.NAME: 24.LICENSEE N ME: �1I-i(ld ti 10.ADORE S: 17.STATE OF FLORIDA LICENSE NO.: 25 TATE OF FLORIDA LICENSE A4qC ]1 � 18.ADDRESS:�o /1?n/ I 11 26.ADDRESS: e-0 10— /4Vt jL5 AR6Ab*(- YdL 96uC4 R -3 FFICE PH NE: 12.FAX NO.: 19 OF ICE P N 20.FAX 0.:- 27.OFFICE PHONE- 28.FAX NO.: •L GJ1,hJ 13.CELL PHQNE: 21.CELL PHONE: 29.CELL PHONE: -`I - C!1 14.EMAIL ADDRESS,' 22.EMAIL ADDR SS:30.EMAIL ADDRESS: Ilmpno FEE S�Mo�riER"TrFv;N OWNER)O BANDING COMPANY r{; ' ` MORTGAGE LENDER u4k 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. uA . enk PowOe1NNEF',R oto AGEN7 :CONTRACTOR4, . { ae + ejt orAgerScy Letter Requiretl} ." �.a w �� Signed: ``�� Date: LO 'O Signed: Date: Before me this m day of e 2008 in the county of Before me this day f ,201 r5in the county of Duval,State of Florida,has pers lly appeared Duval State of F orida,has personally appeared herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of DY County of Vaa Notary Public at Large,State of�,County of CR Personally Known Personally Known ❑Produced Identificat o - ❑Produced Identifica i Notary Signature: to Si nature:Up I ►Nr Mary H Dedman 6� My Commission DD617380 CITY QF Ex ires 11/26/2010 SEE PE 18,2010 REQUIREMENTS AND CONDITIONS. L F ILED D:1 /2 REVIEWED BY. ti �. Oct 23 08 03:05p DWi{{iams 9042851279 p.1 4g .r o t lf r0 **ep. IV f .41 t 4 t. d.f. 14WAj f Cot 44<5 Qftww v/ l?3� aetfw grov- �-. Sec. 24-157. Allowable Height of Fences and Walls. (a)Within Required Front Yards,the maximum height of any Fence or wall shall be four(4)feet. (b) Within Required Side or Rear Yards,the maximum height of any Fence or wall shall be six(6)feet. ► (c) On Corner Lots, no fence, wall or Landscaping, exceedine four (4) feet in height, shall be allowed within ten (10) feet of any Lot Line which abuts a Street, provided however, that clear vehicular and pedestrian sight distance shall be maintained at any Street intersection. (d)The height of fences and walls shall be measured from grade to the top of the Fence or wall. Where a Fence or wall is erected at the junction of properties with varying elevations, the height of the Fence or wall shall be measured from the side with the lowest elevation. The use of dirt, sand, rocks or similar materials to elevate the height of a Fence or wall on a mound is prohibited. (e) The maximum height of retaining walls on any Lot is four (4) feet. A minimum of forty (40) feet shall separate retaining walls designed to add cumulative height or increase site elevation. Initial Effective Date: January 01,2002 78 Last amended April 28,2008 Ordinance Number 90-01-172 by Ordinance 90-08-204 Graham Shirley From: Boyd, Nancy Sent: Tuesday, December 23, 2008 8:14 AM To: Graham Shirley Subject: FW: 1730 Ocean Grove/fence FYI. From: Kaluzniak, Donna Sent: Monday, December 22, 2008 5:35 PM To: Hall, Erika; Boyd, Nancy Cc: Doerr, Sonya; Walker, Chris Subject: RE: 1730 Ocean Grove/fence FYI; I approved the application. From our as-built drawings it appears that the water line that was in the easement was abandoned when a new line was installed in the ROW in 1997. Thanks for making sure I got a chance to check it out. -Donna From: Hall, Erika Sent: Friday, December 19, 2008 12:55 PM To: Boyd, Nancy Cc: Doerr, Sonya; Kaluzniak, Donna Subject: 1730 Ocean Grove/fence Nand', 1 lust looked at the A5400 Entry for the fence at 1730 Ocean Grove (Nlichael Altenbach was in about It t°esterday), and I noticed that you had since added Public Utilities to review the application- THANK YOU! I was just reading something about utility easements and it daNarned oil ixie that there is 3' easement on either side of the western property, line of that parcel (remembered it from the tree application). I've not seen the plan for the fence or pool, but I know that they originally planned to put the pool (and subsequently the fence) on that side. Anvhow, Donna K will most certainly need to connnent/approve, especially since it is going to be a masonry fence (wall). -Again, thanks! Erika Hall Principal Planner Cit` of Atlantic Beach City of Atlantic Beach �(��A• ( APPLICATION NUMBER Building Department J� + (To be assigned by the Building Department.) 5, 800 Seminole Road Atlantic Beach, Florida 32233-5445 1y ° Phone(904)247-5826 • Fax(904)247-5845 ori�r E-mail: building-dept@coab.us « City web-site: http://www.coab.us Date routed: APPLICATION REVIEW AND TRACKING FORM ' .�/)� /�.�ye T� Department review required Yes No Property Address: (/ C, l.+t c �d� Building Planning &ZoningApplicant: OfenN ) Vd• r yciioi Public Works Project:' / + � l f.tt r7 Public-Utilities ✓ Public Safety ✓ Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. (Circle one.) Comments: I c�( I 4 ' -{-o s�c v, U 0 .roo+Pr -.-� cm-%3 '3�c �ov�a 1 de4a; BUILDING p�� ; 4 ® VPr I�c,I ✓ E�h ��✓crn o� O 'T'+-2 b-ea m c, r batid 6ea vK PLANNING &ZONING re-"h-rurc,ng dd`a' - PUBLIC WORKS Reviewed by: Date: PUBLIC UTILITIES Second Review: gApproved as revised. ❑Denied. PUBLIC SAFETY Comments: FIRE SERVICES Reviewed by: 2 Date: 10'-Jq-09- Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road . : Atlantic Beach,Florida 32233-5445 -' Phone(904)247-5826 . Fax(904)247-5B45 E-mail: 05 Date routed:ung- epQcoa .us *" City web-site: http:/lwww.coab.us APPLICATION REVIEW AND TRACKING FORM 1 �r�/) ��,b Department review required Yes No Property Address: t/ CILC y� Building Applicant: b i,,,'E all &)_1 1(L[ , ry) jj ',7j� Planning&Zoning �(/�� ///,,,yyyJJJ (�,'y j#t //.��{y�{� Public Works ✓ ro�ect'13.b,T:b.rv' ! i•` • .`�}��, i \../�..r�._u.-r ...-. ..Public St�fety Public Safety Fire Services / Other Agency Review or Permit Required Review or Receipt Date Of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: []Approved. eniad. (Circle one.) Comments: BUILDING yam` P (/7 (/ :Reviewed b .S•�a'""'"'" Date: ©lv Z PUBLIC WORKS y PUBLIC UTILITIES Second Review: []Approved as revised. []Denied. Comments: PUBLIC SAFETY _ 3! J� ,Aav� FIRE SERVICES / ievieweby:t A f Date: Third Review: 29pproved as revised. ❑Denied. Comments: Reviewed by: Date: Sec. 24-157. Allowable Height of Fences and Walls. (a)Within Required Front Yards,the maximum height of any Fence or wall shall be four(4)feet. (b) Within Required Side or Rear Yards,the maximum height of any Fence or wall shall be six(6)feet. (c) On Corner Lots, no fence, wall or Landscaping, exceeding four (4) feet in height, shall be allowed within ten (10) feet of any Lot Line which abuts a Street, provided however, that clear vehicular and pedestrian sight distance shall be maintained at any Street intersection. (d)The height of fences and walls shall be measured from grade to the top of the Fence or wall. Where a Fence or wall is erected at the junction of properties with varying elevations, the height of the Fence or wall shall be measured from the side with the lowest elevation. The use of dirt, sand, rocks or similar materials to elevate the height of a Fence or wall on a mound is prohibited. (e) The maximum height of retaining walls on any Lot is four (4) feet. A minimum of forty (40) feet shall separate retaining walls designed to add cumulative height or increase site elevation. Initial Effective Date: January 01,2002 78 Last amended April 28,2008 Ordinance Number 90-01-172 by Ordinance 90-08-204 HP Oflicejst 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Jun 11 2008 2:14PM Last Transaction Date Time Type Identification Duration Paces Result Jun 11 2:13PM Fax Sent 92469966 0:30 1 Jammed City of Atlantic Beach r , APPLICATION NUMBER Building Department �I � � +� 9 p (To be assigned by the Building Department) v 800 Seminole Road Atlantic Beach, Florida 32233-5445 I y ;_ ;r . Phone(904)247-5826 • Fax(904)24T--5 945 E-mail: building-dept@coab.us , Data routed City web-site: http://www.coab.us h j `G APPLICATION REVIEW AND TRACKING FORM Property Address: 7 V !� Department review required Yes No � Building ing At �Ya• �(.',7 4 P n Applicant: ublic Works j �. �'f, u ic.Utilities Pro Q ect: � � f 1 ey Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING A OAFETY Reviewed by: Date:SecondReview: ❑Approved as revised. ❑Denied. Comments: FIRE SERVICES Reviewed by: Date: Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: _ Ctfy of Atlantic Beach �...*M APPLICATION NUMBER Building Department , " (To be assigned by the Building Department.) 1 � 800 Seminole Road zaas Atlantic Beach, Florida 32233-5445 Phone 904 247-5826 • Fax 904 24 sS8td5_. V;3 E-mail: building-dept@coab.us / P� o Date routed: City web-site: http://www.coab.us `G APPLICATION REVIEW AND TRACKING FORM a Address: Department review required Yes No Property rty / � � G V � Building O�II ��Ya• �� Gh P ning Applicant: ublic Works w �t� Project: ,7 57-0-j�-,, O A v ,., 1 `� e �� r y Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. ❑Denied. , n� (Circle one.) Comments: f Ito—, N BUILDING P. SlUt.k- 1,1- �— rrsI-�al—, lvGy. hal PLANNING &ZONING PUBLIC WORKS Reviewed by:. 4� Date: PUBLIC UTILITIES Second Review: [—]Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: 0 1 8" BOND BEAM c° w/ 1—#5 CONT. III=III= =11111 . =III= 18" CMU STEMWALL w/ #5 X @ 24" O.C. VERT. REINF. IIICENTERED IN WALL GROUT 0 III=) I I=I I I—= ALL CELLS SOLID. FIELD BEND INTO SLAB. d- =) I I=I I I= #5 DOWELS ® 8" 0.0 48" _ WALL REINFORCING. —i 8" =I I #5 TRANSVERSE BAR ® 16" OC. 6» 36„ —III—III-IIIA -II =_— Z L—J.- 4a 3" CLEAR 4—#4 LONGITUDINAL 3" CLEAR 3'-6" BARS EQ. SPACED (TYP.) RETAINING/SCREEN WALL DETAIL SCALE: 3/4" = 1'-0" FILE COPY ! Lou Pontigo & Associates, Inc. PRo.►ECT L,[�� RESIDENCE eueLneR Consulting Structural Engineers OCEAN DEVELOPMENT 496 Osceola Avenue JOB NO. SHT. NO. Jacksonvine Beach,Florlda 32250 Ph.242-0908 Fax.8344 DA241-9557 SK - 3 cA# TA 5.18.07 r CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000511 Date 6/18/09 Property Address . . . . . . 1730 OCEAN GROVE DR Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . RESIDENTIAL GEN 2 FAMILY Application valuation . . . . 43000 ---------------------------------------------------------------------------- Application desc NEW POOL ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DIXON, JERROLD & ROSANNA SURFSIDE POOLS 313 BEACH BLVD. JACKSONVILLE FL 32223 JAX BEACH FL 32250 (904) 246-2666 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 245 . 00 Plan Check Fee 122 . 50 Issue Date . . . . Valuation . . . . 43000 Expiration Date . . 12/15/09 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) Roll off container company must be on City approved list and cannot be placed on City right-of-way. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . DEV REVIEW-SINGLE & 2-FAM 50 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 245 . 00 245 . 00 . 00 . 00 Plan Check Total 122 . 50 122 . 50 . 00 . 00 Other Fee Total 50 . 00 50 . 00 . 00 . 00 Grand Total 417 . 50 417 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE") Permit No. Tax Folio No, _1?(�o f 3 - State of County of^ D�� 1J.&:1 To whom it may concern: The undersigned hereby Informs you that improvements will be made to certain real property, and In accordance with Section 713 of the Florida Statutes, the following Information Is stated In this NOTICE OF COMMENCEMENT. / Legal description of property being improved: G—O �C ✓� � EA7J G�i2uJL�C.- ��. Address of property being improved: IF a 0 G'_..,_...�_._ General description of Improvements;17 Owner -j� IX 'D Address /"73 o C?c L—A-P j /z-dvL �R. �_� �� (�L Owner's interest In site of the Improvement Fee Simple Titleholder (if other than owner) Name Address Contractor Address `_ _l is :[ej �� v'� ) � iJti l (r{ 1�e� —�(. : o Phone No. C��1" � �'�C_ 2 � �, Fax No, — Surety (if any) Address _ Amount of bond $ Phone No. Fax No. _ Name and address of any person making a loan for the construction of the improvements. Name _ Address — Phone No. Fax No, Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served; Name Address Phone No. _ Fay, No.------ In o. —___In addition to himself, owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.06 (2) (b), Florida Statutes. (Fill in at Owner's option). Name Address _ Phone No. Fax No. _r 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 NER Signed: � ' f,/�� Z— _ Date: A?in� Before me this day of_ a U in the County of Duval, State of Florid , has personally appeared Doc#?009071384, OR SK 1482 Page 1437, Number Pages: 1 marl a4:�_ LD1 X0 V1 Recorded 03:26-2009 at 12,38 Ptvl, JIM FULLER CLERK CIRCUIT COURT DUVAL Notary Public at Large, State of Florida, County of Duval C.OUNT'Y ' I�? REGORGING n10 00 My commission expires: _ '� � C Personally Known _ or Prc.)duced Identiflcadon re W Notary public State of Porlda � - Mary H Dedman Iqq %Ay Commission DD6173K P xpires 1112612010 >ur CITY OF ATLANTIC BEACH _ LL 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 O { OFFICE:(904)247-5826•FAX NO.:(904)247-5845 U BUILDING-DEPT@COAB.US m fill BUILDING PERMIT APPLICATION DUVAL COUNTY j1;lOBADDRESS, + . FTUROOPF�x ,;^ pr :di � ;SQ.. � �taMq�rnv�a; n , I�3D OG2�N �� I.�� • ��i lu7Tt� _,'�i'49LEGALDESCRIPTIONf 11Y «!,v h8`,i' 'uowyllrahak Va,"co- ida llil!u' 4t13Suul^rl,,n .i „iiia GF IPIIVIIhIi; piSp,CLASSQFnWDI'�(fAu(IlfdaPr"ybypl'.ICi. ` ;?ni,''l,° .<<„ 6iU5E'pFSTRUGTURES kaFYii i 13 NEW BUILDING ❑DEMOLITION XRESIDENTIAL LOT I�BLOCK_SUB DIVISION OC«K 67"4L ❑ADDITION ❑CONVERTING USE 11 COMMERCIAL Fq',7;DESCRIPTIO I OF;VJORK',4te. a , .:(^, .I��t.nay r�a ai u'PT'.o h9.ay^I,k�'!Aot k al s la,Nl�lp i�l,�J+aga.'�la'I ❑ALTERATION ❑ACCESSORY BLDG. B:�IRE'SPRINKLE♦ li 51'11 � �- ❑REPAIR X POOL/SPA ❑YES N/A `Jiq 1 M lVl!M 67 C,i1y t N�T/�t,C,,omC)1� ❑MOVE ❑OTHER ❑NO .r.lfIrl ':pp'yc a�,a:/::,PROPERTYOWNER"�,,.rµ�t°ppk nla yya d a t ran ry k;.'r+ .u9� ik'CONTRACTOR�at iiii� a 6 1pisltm �q .^I'taa to r inµ;{qs�ARC;HITECT� ENGIN EER'"Ov cra, � d 1Mya�ilr f r�leepll:ldilaGlnlr. ...i�.,.. .,. ...... ,A..R aa.1...paea.,.C�p4„A6.4..,Ska .f ..ul...I,I�...Ja:�.:al^L31aI.,ka. :..,� ...aJ1..1.l�lal..AFYNI.dA.k..vYYi�A.Y':I�. Y.n ie..x,JOd`,�..M;43)hl .a.._ ....,tax.,a�A.a�IdaR,., 9.NAME: 15.COMPANY NAME: '`� 23.COMPANY NAME: D l�O� f J�a� ANr.1q 6,,e7"0 j C1CuLj 16,NAMF� 24.LICENSEE NAME: :j 6H(4 C, Scop 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 1,130 ©CPpaN Grove `br• CPC0 CdNUgo 18.ADDRESS: 1�1 Yd 26.ADDRESS: 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: ZKl- °/07 Z'(f- 1 33 Z.�l(. -24r 24[R_ V6 al 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: 70(-(- 6778 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: ':HO D �,udptlY s9„4,..,::aa sr,^^ a� ,a1•ail�Y+,a. MPLE ...,,E«,.,_,L„ER, g p lil!I;,a4up up akak^qq BONDIN9" MORTG^GE,.LENDE ;I iEp a g ..:.: OW.E... 110�jd9:rtaut GA A YLd:n:a.adP.a.e, a .tea T'H THAN .„N„fi) ::.:li „, , ,t4.:1a Ad tl,h,ka+TIfJY",6i.�a„nP,41S;: d9a«a,9�3oPkRrM,�i�;,oCO�e .�8"E,i&lalt a dt^�Y41�ti „'11tl .I+;hp!r4a s,s.PkM,M,< :as it t P zalh+7;Wa�7 :1 N.iPiS5.9k 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTI ENCEMENT. I"IlfuaiE ":'•a. 9...w=,,�+, a h, Fix I a I s;�S@* ^i I','-,k6 tl6 ��t;.... �.. �, aa� e,:.. - p apt r q n s §.:l� p '� 8t it it�f:: o t tit R la;,:F n l l 1�IWat ka.v O N E '�Is:ACa E ::apltppa EE�41(q.0a p di��pigg^aa�a�� h 2: .,. ..E. I 3 I^ k 1 a�2ii a la i.l:BB:k die al i' a.l�pl1;'o1a -.K tx « «.K,l a 9^^ ,Fail a£6.:i.alk,S,.r,p .a .a:�0", rae a fl CONT TOR Ippl f$N1 Asa 3a s al. p 9 ua1N .I ,al.,....�, envrY, dLaa:F.,,q d^d atlN.yr,:sp8.o,ut� air. �..a 1 �7 r �"y,.: i «n.n.lura k•Ifd Vll��a1:;,9.Na iF "..(If'AgrfI,P6 + f(ittornd,or,',A§,,ncy,'Ptter R6401retl�°i". pl9ku�C nIy�111G tl p�u�l Signed: Date: 1 Al Signe Date: Before m this/U7/1 da of 2007Qin the c unty of Before me thi ay of _,20�n the county of Duval,State of Florida,has per nally appeared Duv�Sof Florida,has personal y appeared 12odnna_ -Di�y1a . Sf herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of Yt County of V^ Notary Public at Large,State of ,County of Personally Known 915ersonally Known ❑Produced Identificat' ❑Produced Identification 17 - Notary Signature:U LJA% otary Signature: L 'VIEWED"FOW ODE COMPL. " ROBBIE T.SUTHERLIN o r41y _Qp�T� OF'i,f T C BEAC , 4 MY COMMISSION#DD 710801 P iDERFE_R1v1I1 S c:: �I, SOF Expir?; aa" EXPIRES:September 3,2011 FILLORCOVEYE DR •....• ' 8 2007 REQUIl(CMEI1TSAND p,F,hd �n�dThruNotaryPu6lcUndenvrtars CONDITIONS. - ».tea ..,, ,< ►*: ,aREVIEWED BY: DATE: 09 NOTICE OF COMMENCEMENT, (PREPARE IN DUPLICATE) Permit No. Tax Folio Na _ ?40f 3 ' ©�©� State of County of To whom it may concern: The undersigned hereby Informs you that improvements will be made to certain real property, and In accordance with Section 713 of the Florida Statutes, the following Information Is stated In this NOTICE OF COMMENCEMENT. Legal description of property being improved: 4© U/V/'- A(o' Address of property being improved: ��`gyp ��C PI-6 J t� �� ,, l,�C•,, 1'c37�L.- 9 tom. �T Q General description of Improvements: vvi _ Owner �-T I X N `�. cP (�ZJ Address /-7-30 D CL'-".J Owner's interest in site of the Improvement --- Fee Simple Titleholder(If other than owner) --- Name Address _f`' t Address -��J �f �(�ri ~�� v'` )� � i�' ilti1 ii{t�l L. 3:3.2��c� Phone No.(2()LI"—� `i''�C-- �-t Fax No.�L� L� �{-G�- P CA Surety(if any) Address Amount of bond $ Phone No. Fax No. _ Name and address of any person making a loan for the construction of the improvements, Name _ Address r Phone No. Fax No. Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 (2) (b), Florida Statutes. (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 data of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY NER � Signed: Date: Pin�th! Before me this 13� t day of ,_ � County of Duval, State of Florid , has personally appeared Doi:#2009071384,OR 6K 14822 Page 1437, NUmber Pages. 1 f Z ' 6 Qr o— :(�s:r�r x-cw) Recorded 03/26/2009 at 12:38 PM, Ji M FULLER CLERK CIRCUIT COURT DUVAL Notary Public at Large, State of Florida, County of Duval COUNTY RECORDING$10.00 My commission expires:_ ) 0 Personally Known or F"r9ducQd Identification e. Notary Publle_tate of Florlda �� F'. . ?`•^ Mary H Dedman My Commission DD617380 /`"' �-.x fres 11/26/2010 LOT CALCULATIONS DIXON RESIDENCE 1730 OCEAN GROVE DR. ATLANTIC BEACH , FL 32233 LOT COVERAGE TOTAL LOT AREA------------------------ 9,311 SQ. FT. HOUSE AREA------------------------------ 2,643 SQ. FT. GARAGE AREA-----------------------------------395 SQ. FT. WALKWAYS AND PATIOS----------------------727 SQ. FT. POOL PERIMETER-------------------------------- 93 FT. FOUNTAIN PERIMETER------------------------ 33 FT. DECK AREA-----------------------------------------439 SQ. FT. TOTAL COVERED AREA 4,330 SQ. FT. COVERAGE PERCENTAGE 46.5% _Paramount Pool and Spa Systems Page 1 of 2 ilf+ - a ct" .?,� nt �. r a,r{ Wli a P u k , Dj.r+� r C Jtt. N: tV. (� N't 7M PARAMOUNT'S PATENTED SOX HIGH FLOW SAFETY DRAIN:NOW COMPLIANT WITH THE VIRGINIA GRAEME BAKER POOL AND SPA SAFETY ACT 2008. tvl 0}2 SDX is a high flow suction outlet suitable for use as a wall fitting and also as a floor drain when debris removal is not a concern.A"Retro"version is available to bring T;1' E _ existing suction outlet covers into compliance with the new law.SDX Retrofits T existing plaster rings up to 10"in diameter SDX boasts a flow rating of 200 gpm on the floor and 192 gpm on the wall making it compatible with most residential pumps up to 3 hp.SDX has a 1.485 feet per second velocity at the opening at a maximum listed 200 gpm. 1 0A% 70 ASME �Itt FLOW SAT 0?IJPA,6 t � ::..... � s�A11219.8�t 117 WRETRO ^ NfDX'&SDX DRAINS ARE .' 7 COMPLIANT WITH THE VIRGINIA GRAEME BAKER ACT 2008. CRANI v 1! ..ST E. FEATURES AND BENEFITS • NO SUMP REQUIRED-No need to chisel out a sump to meet the1.5 times the pipe diameter sump depth requirement. • SDX has a 1.485 feet per second velocity at the opening at a maximum listed 200 gpm. • Approved as a bulkhead fitting so the safety is in the cover and plate. • Patented"ribbed"design achieves high flow with sixty"mini"drains • Suction doesn't transfer if one area is covered • Dome shape to prevent a seal by a swimmer • Anti-vortex shield blocks contact with direct suction • SDX retro can be installed as a single cover with an SVRS installed on the line. • "Retro"version fits existing suction outlets up to 10"in diameter • Stainless steel security screws • Secondary support plate secured to protect the sump and fittings With a flow rating of 200 gpm on the floor and 192 gpm on the wall SDX is compatible with pumps up to 3 hp.In most cases this eliminates the need to calculate the system total dynamic head.SDX has a 1.485 feet per second velocity at the opening at a maximum listed 200 gpm. DESCRIPTION MAX FLOW FLOOR IF MAX FLOW WALL Two SDX High Flow Safety Drains 200 gpm(756 Ipm) 192 gpm(726 Ipm) Three SDX High Flow Safety Drains 300 gpm(1136 Ipm) 288 gpm(10901pm) Four SDX High Flow Safety Drains 4o0 gpm(1514 Ipm} 384 gpm(1456 Ipm) Meets National antl-entrapment requirements AT ASME A112.19.8—2007 Listed http://www.l paramount.com/products/sdx/ 4/14/2009 -Paramount Pool and Spa Systems Page 2 of 2 • IAPMO tested and certified,a nationally recognized testing laboratory(NRTL)accredited by ANSI. • USPC(uniform swimming pool,spa and hot tub code)compliant • IRC(International Residential Code),section 106.2—suction fittings—compliant SDX protects against all five types of entrapment;hair,limb,body suction,evisceration,and mechanical entrapment. • Order SDX for new pool construction or when installing a new plaster ring (such as when a new interior finish is being applied). • SDX is available for concrete..vinyl and onelpiece fiberglass pools • Order SDX Retro when replacing an existing suction outlet cover up to 10"in diameter. • SDX Retro is available for concrete and vinyl pool Avallable In eight to Complement any Interior surface, 0 0 0 WARNING SDX and SDX Retro must be installed in accordance with Paramount's written instruction manual,and in conformity with applicable Federal,State,Local and Swimming pool industry building and safety codes. iA.'SME~t j. ? i A117.49.# QI MI[MtMt�t Certified Click here to learn,more attoot IAM0..Certiflcationl Pa- ramoul it P') L;; r,i pht,i ect The SDX High Flow Safety Drain is only available through Paramount Authorized Builders and is available for Concrete, Vinyl,and One-Piece pools.To find a builder or service company near you,please click the Find A Builder link on the top right of this page.lf you are a pool builder and would like more information on SDX,please notify your Paramount Regional Sales Representative or contact Customer Service via phone at 1.800.621.5886 or e-mail (paramounWl paramount.com). U.S.Patent numbers 7,178,179 D,532,684 D,531,888 Other U.S.and Foreign Patents Pending E?O 2, + .. 4„f....t:rH Y,.Si._vACh igni ;ifl)t { http://www.l paramount.com/products/sdx/ 4/14/2009 x Date/Time MRR- 12-2009( THU) 09: 56 Surfside Construction P 001 MRR-12-2009( THU) 08; 48 Surfside Construction (FAX)9042462759 P 001 /001 150 9001 12uuI LU• i uLJ U U U to 5 U e L 17T industries' TsJI�Ine�rPK•/9r (ro I SPECIFICATION5 - Hydro jet TI 1 1/4" Fitting Thread Length Output : 13 GPM, 12()Si,3/111"Nnnl('. 10-4100- 1 1/2"x 1 1/2"Slacked Jet Body Hole Size: Use 2 3/8" Ilule saw v..( options: Wrr.nr,h30-3801W i�l` +�rs;;j 30.3804Gask6 Hund Held 16-5303 50.3500 1.lydro Jet'" i��rwnn+ •. / �+ �5 W311 Filling AssenlUly 5t-irked Jet Assemblies 114 �1'. � ..�x•,�tf �lilr 4'Y. 1 1/2.5110 G'JAIA Will rillinn 30.3a04 30.3001 10 5100 ( Js( inr,lllrlr; 10'4100 Slacked 30.3801 Filling " (��//�' ' •IrAr l .sCmbly&50.3500 30-3805 Fyr.hnll /4"Ihrrad IrnDlh '`lam Wall Fllliny Abberlluly ' �l. 10.3000 EyC0a11/F1rlAininQ' 30-3806 Eyeball Helauliug fiin(J king Ass0mhly 1.205 10-4100.jBurly (7'dip witn tJorlle Hydro jetTM 2 1/2" Fitting Thread Length d' '•j ( �; ?'17� x�ti4( 10.4100• 1 1/2"x 1 1/2"Slicked Jet Hudy 30.3804,GDskcl 1 1/2"slip Gaskel Wall Fitlin) 30.3604 30.1 3003 M All 10 3GOD �"y.l, — / / �„�,,1,1r• J{�,� Will Filluly ASSen1l11V - J 580 in s�+•.a i...• a.ca. �, 10-5300 30.3803 Filling C ncludIn' 1U-^1011 slackr,d•_•) 2 112"Ilnead lenylh 2.55'1 Jel AssomDly A 10'1600 1 112'5111) i o-.1100 Jet Oodv Wall Fillinrl As°nmbly 30 3805 EyaOall 10 ut[Is J UJS In wills N 10.3008 EyOhell/Rrtaininq •'` �.. 30-3806 Eyeball Helainm(I Pon0 Hing ASsamhly SPECIFICATIONS- Hgdra JetT For 1 1/2" PVC PipejCx, cion Output : 13 GPM, 12 psr,3/8"Nozzle Pipe/111ze: t 1/2" PVC �� 10.41005 1 1/2"z Opt nS: Wall Filling Assenlhly 50.342D Slicked Jet Hud Hand Hold 16-5303 ' 30.4401 Vontun 1 1/2"!flip VC Pipe not included / 10-410DS includes. �`._,) 1 1(2"slip 5U-4^01 Fxlrnrlr,d Venturi No2ilr, jl �Pt Rpdy (Wall rinin0 not Incto00) Wiln 30-4aO I I I 1/J'Op 1t to-4iouS$Ituwn will) r 30-3420-1 I/1 FIS 1 � 50-3420 Will nninq Will Filallg Asso Miv A^;emhly option (Uptloo) / Page 39 W �� 7,X. 60 oce_oln mul"aut St -..–�^.�.�i�. ..—.�v::v Y• Admix Bain,I 1904)246-9593 SQUARE FOOTAGE CALCULATION5.::;` , s: OCNCI110NED SPACE FlRST FLOG[ ' CgA17101RD WAGE SFl;OIA FLOOII 2600 SF TOTAL CONDITIONED SPACE 4,720 SF OUTDOOR I7171C/SUMMER IOT04M :: 14.0 SF ENTRY SMEIIM Www �A�c>ti(s) 914 sF i 74 SF 2M LM.BuooNr 2W LVL COV.PORCH/OEOK MASTER BALCONY TOTAL UNDER ROOF 7,075 'SF,_. DOVE� E� LOU' `tl � SITE... RAG A LA ONS: GROSS LOT AREA BULDNO FOMPRIMT(INCLUDES PATAYS AM SMOCK COURTS ANO FUriIRE POAI;EOUIp,Mt71Y Lau.)." 29 .f pWWWAY AND FRONT WAIN 654 SF x .SO CR OUCTi_O�J Oit;P..4i7[!R5� ] <F NET LOT COVERAGE _ `x;_327.' SF ' TOTAL LOT COVERAGE STRUCTURE HEIGHT&NO.-0. $TORIES: O MElrHT OF SFRLXTLRE MIM M Or SrORIM .00CUPANCY: R-3 (SINGLE FAMILY'RESIDENTIAL) TYPE OF CONSTRUCTION: TYp£ V—B (UNF'ROTECD, UNSFji21NKLEREb$.,"`..'. W - W i r : LOT CALCULATIONS DIXON RESIDENCE 1730 OCEAN GROVE DR. ATLANTIC BEACH , FL 32233 LOT COVERAGE TOTAL LOT AREA------------------------ 9,311 SQ. FT. HOUSE AREA------------------------------ 2,643 S Q. FT. GARAGE AREA----------------------------------395 SQ. FT. WALKWAYS AND PATIOS----------------------727 SQ. FT. POOL PERIMETER-------------------------------- 93 FT. FOUNTAIN PERIMETER------------------------ 33 FT. DECK AREA-----------------------------------------439 S Q. FT. TOTAL COVERED AREA 4,330 SQ. FT. COVERAGE PERCENTAGE 46.5% TRANSMISSION VERIFICATION REPORT TIME 04/1412008 14:53 NAME ATLCBEACN CITY WORKS FAX 9042475843 TEL 9042475843 SER.# BROL7J723782 DATE DIME 04/14 14:52 FAX N0./NAME 92498801 DURATION 00:00: 34 PAGE(S) 02 RESULT OK MODE STANDARD ECM _ g � � Public Works Plan Review Comments Date: q-lq-Dq Initials: `Y4 14 Project Name/Address: Jr730 0Cean ( RoV2_Dpoi Ve Application Permit#: Oq -0511 ;Check Box Application Tracking Comments to Add Comment Provide impervious surface calculations. ❑ Provide erosion and sediment control plans with installation details and maintenance schedule.schedule. Provide drainage plans showing site topography(flow arrows, etc.) ❑ Provide construction site management plan, including Right-of-Way Permit if using p right-of-way for construction parking. 1 �L Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing l' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required ❑ per Section 24-66(b). (See attached info. Sheet) If on-site storage is required, a post construction topographic survey documenting ❑ proper construction will be required. A Right-of-Way Permit must be obtained for use ❑ A Revocable Encroachment Permit must be obtained. ❑ Pool—Wellpoint(if used)must discharge into vegetated area 10' minimum from ❑ street or drainage feature (swale, structure or lagoon). All driveway aprons must be concrete, 5 inches thick, 4000 psi, with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not ❑ allowed in the ROW(Commercial driveways—6"thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be ❑ shown on the plans. P -Roll off container company must be on City approved list and cannot be placed on City right-of-way. (Q?_ (��20' -vA_J f,l w 3�-P c� o r�15w. u., ►� /��-». �, 1cw "444�_ Klyel. ('_ S Sad s fo t = 15-?9 S - VZ-419-�� w*�r A 8f'. / U1�� jL r� CITY OF ATLANTIC BEACH qtr 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 U s OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY tifT�r"JOB;ADDRES$1a,(a ar�4 I P) t rw µ�nPl�$ Rcpt�st 0":F I d�$nPId7Pl Illi $$ 111111$+$$I� '2i15V/aLU4TIO,N�n�Ekl iQRkl� �auh dUiM'¢ 1d' !3 9QcFT^.UNPERROO (} y U 1-730 (pG r� Cala 7P2 • mm 'LEGAQ'DESCRIPTIONi�R9� !"F7°t p'�p Nll l n�4u'$fi w m$;f@:$F'i;4�ti�1101 �Pk'u�li[��i€hi 1 Ili."'W-`S$O.Ft1,60.'_.�p6111p1'��I:( IllpM)IW 'II$iNw 111400",k!"A B�'l1$E O�STk�UG�IURRiI '�. LOT 1L BLOCK SUBDIVISION ❑NEW BUILDING 11 DEMOLITION 19RESIDENTIAL of.«N /,2�J� � ❑ADDITION El CONVERTING USE El COMMERCIAL IiPfl T1 DESCRIPl ION',;0 WORKA I rra P ( Ci`l y � 1 p�p( galy �§ h�Ip fu�ll;lyy 'P a$ayl # '; ❑ALTERATION 11 ACCESSORY BLDG. 81`FI[2E-0SPRINfK(E♦ �p P�' G „,11 xA r /� U t N)1 ��-Tl�� ❑REPAIR .9 POOL/SPA ❑YES N/A ✓✓MVV l�� [%( r( ❑MOVE ❑OTHER ❑NO S.I h '471Iliaf?h 'IPROPE(2T1'�.OWNER°�u � II@ISt nVtu �pgbtuNQ �Y� � u 3w ONTRACTOR'+ INIVp 11 elk k $�IF4i3 I ARCHITECTI,ENGINEER?tb"V1 "' 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: 6v -F'SilDe- f-00-ZS 16.NAME: ` S C G T y f 24.LICENSEE NAME: .-j SIJ 11{- 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 11130 oCPaik Grove br• CPCo (4-f020 18.ADDRESS: 3 1 e pacA, b)vel 26.ADDRESS: 6 to ci r 3 2Z 5 o 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 2'(1- 1(o 7 ZY1 1733 -Z-qC, -2(e 4 SLO- y6a I 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: 70 1�- 6779 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: ,l FE -SIMPLEjITLEHOL V" n a••aaeewAxrm.vey;nnrervwta� aaa•••• : .p.,,,. •• y@a a:aa as �m.nei aamry.( rn ��haBNi�kiN!t �OisMpapeNydG �MORT.GA�a'EENOE a �. f�to,�}IeRni�ryowNER) �,". fit" ',,.,.. ossrb�srsr�:e:. amr r� 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTI ENCEMENT. J0 .NN ? v T M1, §ilrtp; n C0N,7 TOR A 'gy�p@tt /�GE�NT ..� ' gg,,� �.. ;_ .... . Kii , �q•. tlfA98q�,PoAd rpe)3ofP9e Letts;Requlretl),IaP my hr4 a fret c Signed: Date: O Signe Date: d� Before m this/" dad of / 2009in the c unty of Before me thi By of 20�n the county qif Duval,State of Florida,has per nally appeared Duval,S of Florida,has personally appeared 205an n a- -O eco pl ay - SI herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. VIA e / l � f Notary Public at Large,State of rt C6,County of V Z- _ Notary Public at Large,State of_�,County of V y Personally Known �-'ersonally Known I]Produced Identificat' ❑Produced Identification- Notary Signature: Notary Signature: L are of Florida •i�gr'�y' ,, ROBBIE T.SUTHERLIN ; (380 _ MY COMMISSION It DD 710801 C l n fi: I " i t a• EXPIRES:September 3,2011 COAS FORM BLDG01:REVISED:8/2/2007 T�� 7 °r`' Bonded Thru Notary Public underwriters vrwCity of Atlantic Beach APPLICATION NUMBER �S Building Department (To be assigned by the Building Department.) 800 Seminole Road �r Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: Q City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM De artment review required Ye No /� �� 0�✓G �y"i✓E �kanning d'mProperty Address• &Zonin Tree Administrator Applicant: Ts ublic or oe �Vzx) Project: Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI ATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLA &ZONING TREE ADMIN. Reviewed by: Date: /IG D fl If PUBLIC WORKS Second Review: [—]Approved as revised. ❑Denied. Comments: PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: City of Atlantic Beach ? APPLICATION NUMBER Building Department 1''? i 7i1; (To be assigned by the Building Department.) st 800 Seminole Road �r Atlantic Beach, Florida 32233-5445, Phone(904)247-5826 • Fax(904)-247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Department review required Yes No I t Aw T �fannin ldin Property Address: OIQ_ f-�'�" vE &Zonin Tree Administrator Applicant: Sublic or 6�'f is i i Project: Public SafetyI I Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. YDenied. (Circle one.) Comments. BUILDING PLANNING &ZONING TREE ADMIN. Reviewed by. Date: PUBLIC WORKS Second Review: ❑Approved as revised. D1eniead. PUBLIC UTILITIES Comments: 5. l) I/o5 N IT '4-u- PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: �5 Third Review: Approved as reviseA. ❑Denied. commentp: y�CA- Reviewed Reviewed by: Date: / Public Works Plan Review Comments Date: 4/14/09 Initials: Project Address: 1730 Ocean Grove Drive Application Permit#: 09-0511 Pool Check Boz Application Tracking Comments to Add Comment Provide impervious surface calculations. ❑ Provide erosion and sediment control plans with installation details and maintenance ❑ schedule. Provide drainage plans showing site topography (flow arrows, etc.) ❑ Provide construction site management plan, including Right-of-Way Permit if using ❑ right-of-way for construction parking. Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing 1' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required ❑ per Section 24-66(b). (See attached info. Sheet) If on-site storage is required, a post construction topographic survey documenting ❑ proper construction will be required. A Right-of-Way Permit must be obtained for use ❑ A Revocable Encroachment Permit must be obtained. ❑ Pool—Wellpoint (if used) must discharge into vegetated area 10' minimum from ❑ street or drainage feature (swale, structure or lagoon). All driveway aprons must be concrete, 5 inches thick, 4000 psi, with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not ❑ allowed in the ROW(Commercial driveways—6"thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be ❑ shown on the plans. P - Roll off container company must be on City approved list and cannot be placed on City right-of-way. I 1 Ca P rovided with original Building Permit Application 07-1682) show lot S ze 22 Provi kation of different ween X11— this ation and original permit. Tax Appraiser website says lot= 9539 SF. Proposed pool sits where approved on-site storage was to be located. Provided updated drainage plan. D TRANSMISSION VERIFICATION REPORT TIME 04/16/2009 13: 59 NAME ATLCBEACH CITY WORKS FAX 9042475843 TEL 9042475843 SER.# BROL7J723782 DATE,TIME 04/16 13:59 FAX NO./NAME 92498801 DURATION 00:00:34 PAGE(S) 02 RESULT OK MODE STANDARD ECM r'S L >i 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 CITY OF ATLANTIC BEACH 07-FT IrV OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US AS BUILDING PERMIT APPLICATION DUVAL COUNTY atl JOBADDRESS9(i.. t� h91PCq* yS�Pq�rM�i11(a�agf �)NaRpR ��giJ§li�l�illHtildgagq�gla� l '2dyV/1LUAT,IOfDEk� rOKKIGSrry`)GW1£. 3 S4 F,�MUHP ' Iil �6: 1-73o O CAd of I`7t(2 • l i own fir U.CEGAL.DESCRIPrTIONi i( m a�q't I y q ti�qG ' I G3i so a gig11110.* S$' ''ss of yuo. q�l tlltl swgi .i`i!�II �f gS r m s iUs oFiS�Ruc7tJR i liup . 'p /� 13 NEW BUILDING [I DEMOLITION •(RESIDENTIAL LOT BLOCK SUBDIVISION OC«K C.7R.C1`�4 ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL oaNlfOESCRIPTION'OF,WART(?ik'ell'a�tPa `i»t�r�. I :�'..��,�7+q�'�F.149'+Ine�t�q.�sh 'yot�"ai�q�iq '"Il� ❑ALTERATION ❑ACCESSORY BLDG. 81-FIRE,"SPRIN}(LEf�t�d" :: ❑REPAIR JXI POOL/SPA ❑YES iR N/A ❑MOVE ❑OTHER ❑NO q. gf�ha iagil�l PROPERTY.QWNER'a wfl�q,�aailg1gl'I'di4t1W01yh t l "y ail+l u al CONTRACTOR'+ ry4itl gf llgq ' MMIq AROMIT.ECTyI,,E,NGINEER ifitgbiWWgi: ff 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: V iXotJ 1 ;17° SttNtJA SuR-FsiD[-- `t�aoZS 16.N JE:M L r C, S C, {� 24.LICENSEE NAME: rT 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: Ll{l 25.STATE OF FLORIDA LICENSE NO.: ,.,so ouak Grove brr• C?Co C4,4U90 ?Z�/_ 18 ADDRESS: 31pa� b)ve� 26.ADDRESS: h fJ t� > Y j o.,c $to ci r-L 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 777 ZKI- No I Zq1- 1733 ygc,I 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: 704(- (0-778 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: I" • W - • j'7" �,�4P�PaY°114P PPaP^�I,PPad=PYr N9 I�I.A1RaaAal°' tl JAM,1 +}'RLlai kaa Y 19. M tl ,• B„'".,. FE.�I PL TITLEHOLDER 4 ��; I 1 "B A?NE ?HPIIAY!NFfi)'.I r " 9460N�I IC CO N MOR Wig; 'A- '(IF vNt 8. a :..a 3 .. fl»'.IaP:r1'ikdtlP Pall Ilra n�alit .'.4. 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 134.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTI ENCEMENT. � §1 N_E o 'liGENTB '! �� r� ° I I ��.i 9 ° �gg B'� I CO 111 °;IJI Ira re1i II'31PlM Ph °M e 8! LLP@QUif9 _.. �} I a a k �gi.,q,l a, Qf p9eS].t Po f o- P 0 Y. .6a°.;a <� Signed: Date: D Signe Before m this f�7/1 dat of_ _V 200�in the c unty of Before me thi ay of 20�n the county of Duval,State of Florida,has pergi naliy appeared Duval,S of Florida,has personally appeared //'E/��%"`� 12 �� n In a- �i Zct�l/1 Lr SY herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of r( County of I�y Notary Public at Large,State of�,County of ,K V a personally Known �rsonally Known ❑Produced Identificat ❑Produced Identification- Notary Signature: Notary Signature:-e f Florida 1/ ROBBIE T.SLITHERLIN 380 ;: MY COMMISSION#DD 710801 Y_��_.:• ate :• a: of ae } EXPIRES:September 3,2011 ars COAB FORM BLDG01:REVISED:8/2/2007 or��°�`'• BondedThm Notary Puhlic Underwrit rl,�JCity of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us City web-site: http://www.coab.us Date routed: APPLICATION REVIEW AND TRACKING FORM Department review required Yes No 7 etkw ,LO✓l- grit uildii Property Address: annin &Zonin Tree Administrator Applicant: s ublic or IG 11 Project: LIVzJP) Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDING PL�ING &ZONING TREE ADMIN. Reviewed by: � /c\��_ Dater PUBLIC WORKS Second Review: QApproved as revised. ❑Denied. PUBLIC UTILITIES Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH J ,d800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 07- ; OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY PRE S' Il"Nomm.M."I0111 aN,sft- '11110"1?#'l 111 0 1-7 30 0&ac1� C4 Z6 V11 V2 . �1410110WSTQ..'Womllll.W1911V NEW BUILDING 0 DEMOLITION 19 RESIDENTIAL LOT BLOCK_SUB DIVISION EI ADDITION 11 CONVERTING USE -0 COMMERCIAL 0 ALTERATION EI ACCESSORY BLDG. B�FIEtSFRINICLE♦° "°' mm 1/4 C'�A'T c)t-� 11 REPAIR JR POOL/SPA 0 YES N/A !7 Q MOVE [3 OTHER Q NO N T m MA VE 51 ,,�Rn:OWNERlyl NIM NUN$ WIMS&UMMICIP CTOR. 9W 9,NAME: 15.COMPANY NAME: 23.COMPANY NAME: 6(f e-f-0--1 D(-- 16.NAME: '4 C' 0-(T 24.LICENSEE NAME: 7� Z 10.ADDRESS: 17.STATE OF FLORIDA LICENSE 1 25.STATE OF FLORIDA LICENSE NO.: 1'130 0 Ce6lik Grove bil. C VC0 c4L4 o 9 6 11.ADDRESS: AI ed v,4 26.ADDRESS: �WmIk', 6eoL� 32-2-(04- el jor 6eA.Ck P-L 3 2-2 50 -7F NO.: 11.OFFICE PHONE: T12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: Z.(1- q67 I lqf- 17 33 -7-4(, --1(,r, C. 2L49I- V6a I 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: 70t(- 6779 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: -;;Slt 'EflOILD R IN N AGELEAUR, i I E qW�]E #P.,L,4�]U WrH "P om RAI NOW i .4 N 2,11,11 4 XUARA, 'NNW Saw. 31.NAME: 33.NAME: 35,NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE Of COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WIT YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTI ENCEMENT. 1,101 1 KIM AGENT' 1 V t u gr ms Mop r leTIPF"..9 "00. Signed: Date: / --I A)9 Signe -4 , ---Date: F H CR-eFTWM Before ml this I&A da of aA11JJ- 200fin the clunty of thi�ay of 2011�'In the county of Before me a Duval, Duval,State of Florida,has per sffnally appeared Duval,S of Florida,has personally appeared Qp6anna- -Dixoyi -l" -0I herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of Aorl'&County of DLLV'a� Notary Public at Large,State of ,County of '%Personally Known Prersonally Known CI Produced dentificatiol- El Produced Identification lor-) Notary Signature: t ^t Notary Signature: am of Florida ........... ROBBIE T.SUTHERLIN it i'i 7380 My COMMISSION#DD 710801 EXPIRES:September 3,2011 OF • E Bonded Thru Notary Public Underwriters COAB FORM BLDG01:REVISED:8/2/2007 City of Atlantic Beach APP 1 4 20109 APPLICATION NUMBER r r�J Building Department (To be assigned by the Building Department.) 800 Seminole Road a �r Atlantic Beach, Florida 32233-5445 U Q Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http:!/www.coab.us APPLICATION REVIEW AND TRACKING FORM De artment review required Yes No C✓� T _�•�E �Aaanninq ldin Properly Address: �7 C�A/'� ' &Zonin Tree Administrator Applicant: s ublic or Project: /�'� Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: AApproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING TREE AD Reviewed b C �,�/ Date: PUBL WOR Second Review: []Approved as revised. ❑Denied. _ PUBLI U S Comments: PUBLI AFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Public Utilities —Distribution & Collection Date: Initials: Project Name/Address: 0 OCean GJZOV'(--DZ VL Application/Permit ' Ceck Bo r h x �,�prPl�ca�aau,�raclg�Cam�nen�s Cf 3 � omme Avoid damage to underground water/sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247- ❑ 5834. Ensure all meter boxes,.sewer cleanouts and valve covers are set to grade and visible. ❑ A sewer cleanout must be installed at the property line. Cleanout must be covered with ❑ an RTI concrete box with.metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested ❑ by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch-read meter in a properly sized vault and an appropriate ❑ backflow preventer installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow ❑ requirements. At a minimum, will require double check backflow preventer. Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" must ❑ be installed in a vault as noted in JEA specifications. ri rl rl FAP1anReviewComments-PU.doc Graham Shirley From: Graham Shirley Sent: Wednesday, January 07, 2009 11:23 AM To: Lanier, Joyce; Matthews, Carlene; Kaluzniak, Donna Cc: Walker, Chris; Boyd, Nancy; Griffin, Michael;Van Liere, Nelson Subject: Missing Meter Importance: High Mike Altenbach from Ocean Blvd Construction came in this morning and reported his water meter missing.According to the public utilities,Chris Walker and Joyce Lanier the city did not pull the meter.Would someone in the Utility Dept please call Mr.Altenbach to let him know what he will need to do to get a new meter-this is a construction site for a new home so they need the meter asap.Mike can be reached at 626 4491. Shirley L. Graham Building Department Atlantic Beach, FL sgraham@coab.us S 2 CITY OF ATLANTIC BEACH PERMIT BUILDING-I ZONING DEPARTiVYI+NT APPLICATION# r 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 v t JJil1 (904)247-5845 Fax www.wab.us APPLICATION TRACKING FORM RROUIRED, DEPT: YN PLANNING Property Addre95: � 1� .t�l l l UV�� Z Y M BUILDING n jr 1 Y N PUBLIC WORKS AP'Plnr�t: ��1.l.V �1Vd ,t l�1 1 Y N , PUBLIC UTILITIES FIRE DEPT. Project: Yl.l.t J N PUBLIC SAFETY W -APPROVAL 00 REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE w Y N D.E.P HUFSTETLER ¢_ W.O Y S.J.RW.M CARPER ul a Y ARMY CORPS Of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE SITE BUILDING DA AP REVIEWED BY: INITIAL: v ATE: ❑ 1 ST REV 111 ❑ PLANNING ❑ 2ND REV BUILDING UBLIG WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® 3RD REV Public Works Plan Review Comments Date: ! 7 Initials: Project Name/Address: LOT � � 0( �4AA Gtzbd ApplicationiT ermit-#: ��;h x 9 t f I r st &i 7 Ttt +h r( 171x 7! t 3 d z L - F t `■/y�1„gyp...: .r�K }p... i i Zly i 33 F i il``SuC [ I.FI1 r t t v 43 4 1FBF C� i +L +' '� }' °r3ll.[L �A✓JLI +W�l$; . .�.,u138Srq tr rl.. 1 5... �i � +- 4 k..p I Ivf7 xy r k{.t"r kc'1� �,tt ;y t - ,,{ 3ON-�.y'!, "i s' 3... �� ],Isskr3.�C�.LLLL,g'S .114� �[ t 4 z f �I h� 7�tr�.i-V7f ,jS6'a4r t+ e. cr Ni# s s rf. x� mac..,. ai, ak ec Irlx��1151' ` l- t� �w a fi rt lig MORN 7 .r A4hn �, MR-ON� ; 1rr e}r 1 k ^w ej° F1 ti r , ��l ttr aoIIlTY1BII #. ._. Provide impervious surface calculations. ❑ Provide erosion and sediment control plans with installation details and maintenance schedule. �,e�J►� W 1Tla- o�/(yl�' �'l�0,Y)I-4L mv�ST- �lf- ,' p Provide drainage plans'showing site topography(flow arrows, etc.) Provide construction site management plan,including Right-of-Way Permit if using right-of-way for construction parking. Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing l' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required per ❑ Section 24-66(b). re,T,o a;,,fes,-�et,Pot .2 C1- If on-site storage is required, a post construction topographic survey documenting proper ❑/ construction will be required. A Right-of-Way Permit must b obtain . ❑ A Revocable Encroachment 't m t fe o ed or~ [] Pool—Wellpoint(if used) ust 'scharge into vegetated area 10' minim-am from street ❑ or drainage feature (swale or structure) All driveway aprons must be concrete, 5 inches thick,4000 psi,with fibermesh from the . edge of the pavement to the property line. Reinforcing rods or mesh are not allowed in the ROW(Commercial driveways-6"thick). Any utility cuts in the road must be repaired using CO7 Standard Detail Case X and must be overlaid 10 feet in each direction fromithe center of the cut. Repair must be shown on [!] the plans. a Ocean State Heating & Air Conditioning, Inc. Sr 1476 Atlantic Boulevard Neptune Beach Florida 32266 (90 CONDITION NG � P 4) 249-8251 Fax (904) 249-8949 HEATING State License: CAC049310 www.oceanstateac.com Serving the First Coast since 1975! 7-9-08 Ocean Blvd. Development 60 Ocean Blvd., Suite 1 Atlantic Beach, FL 32233 To Whom It May Concern: The condensers that have been quoted for the Dixon residence have the Carrier Silencer System lI. As you can see by the attached data they all operate as low as 69 dBA and have compressor blankets and or sound hoods. If there is further data or information need please fell free to contact me at the numbers below. Than you, hris Cohick Construction Manager Ocean State Heating& Air 249-8251 office 249-8949 fax Performance' • . with • • i to 60 1 Turn to the Experts' 11 —1/2 to 5 Nominal Tons Product Data INDUSTRY LEADING w z °,u�,' l� !' FEATURES /BENEFITS Energy Efficiency • 13 SEER/11.5 EER/8 HSPF(Nominal) New Aesthetic Design y;1 • WeatherArmor Ultra'" a 3, • Baked on powder paint • Steel louver coil guard • Color matched cabinet screws performance IES`F Reliability, Quality and Toughness • Scroll compressor Carrier's heat pumps with Puron® refrigerant provide a • Field-installed 16 cu.in.filter drier collection of features unmatched by any other family of • Back-seating service valves equipment. The 25HPA has been designed utilizing Carrier's • High pressure switch Purono refrigerant.The environmentally sound refrigerant allows consumers to make a responsible decision in the protection of the • Loss of charge switch earth's ozone layer. • Internal pressure relief valve As an Energy StarO Partner, Carrier Corporation has determined • Internal thermal overload that this product meets the Energy StarO guidelines for energy • Suction line accumulator efficiency. Refer to the combination ratings in the Product Data for system combinations that meet Energy Star'!'guidelines. • Vapor fog eliminator Controls and Diagnostics • Infinity' control compatible • On-board Carrier diagnostics • Up to 14 point diagnostic capability• • Long line accessory connections Applications • Long-line- up to 250 ft,total equivalent length,up to 200 ft. condenser above evaporator, or up to 20 ft. evaporator above condenser standard, (50 ft. w/liquid line solenoid) • Low ambient(down to 0°F)with Infinity'" control or accessory kit Limited Warranty • Standard 10-year limited warranty on the compressor • Standard 5-year limited warranty on all parts Performance"" Pump with • @ Refrigerant Turn to the Experts. 1-112 to 5 Nominal • to • / Product Data INDUSTRY LEADING FEATURES / BENEFITS Energy Efficiency • 15 SEER/11.5 EER/8 HSPF(Nominal) New Aesthetic Design • WeatherArmorUltra r �t �� '`_ • Baked—on powder paint a • Steel louver coil guard L. • Color matched cabinet screws MEOW erfor. a"nce , Reliability, Quality and Toughness hiron, Scroll compressor Ns 6nY`0.,m-,5__"g—, • Field—installed 16 cu.in.filter drier • Back—seating service valves Carrier's heat pumps with Puron@ refrigerant provide a collection of features unmatched by any other family of equipment. The • High—pressure switch 25HPA has been designed utilizing Carrier's Puron°refrigerant. • Loss—of—chage switch The environmentally sound refrigerant allows consumers to make a • Internal pressure—relief valve responsible decision in the protection of the earth's ozone layer. • Internal thermal overload As an Energy Star° Partner, Carrier Corporation has determined that this product meets the Energy Star® guidelines for energy • Suction line accumulator efficiency. Refer to the combination ratings in the Product Data for • Vapor fog eliminator system combinations that meet Energy Star°guidelines. Controls and Diagnostics • Infinity' Control compatible On—board Carrier diagnostics • Up to 14 point diagnostic capability • Long line accessory_connections Applications Long line—up to 250 ft.total equivalent Iengf6,up to 200 feet condenser above evaporator, or up to 80 ft. evaporator above condenser(See Long Line Guideline for more information.) • Low—ambient(down to 0°F)with Infinity'" Control or accessory kit. Limited Warranty • Standard 10—year limited warranty on the compressor • Standard 5—year limited warranty on all parts Infin ity1m 19 Series Heat Pump with • n Refrigerant • Turn to the Experts. To • Nominal 60) Product Data INDUSTRY LEADING n FEATURES /BENEFITS Energy Efficiency • 14-19 SEER/10.6-14.1 EER/8.4- 9.2 HSPF New Aesthetic Design WeatherArmor Ultra" Cabinet — Baked on powder paint rt� 1 t —Steel louver coil guard & 5 d Y —Color matched ceramic coated cabinet screws } A} Sa Pl .r®n INFINITY— Carrier's ':\F'INI'I'I'Carrier's heat pumps with Puronc refrigerant provide a collection Reliability, Quality and Toughness of features unmatched by any other family of equipment. The • 2-stage scroll compressor 25HNA9 has been designed utilizing Carrier's PurorO refrigerant. • Field-installed 16 cu.in.filter drier The environmentally sound refrigerant allows consumers to make a • Back-seating service valves responsible decision in the protection of the earth's ozone layer. As an Energy StarE Partner, Carrier Corporation has determined • High pressure switch that this product meets the Energy Starc, guidelines for energy • Loss of charge switch efficiency. Refer to the combination ratings in the Product Data for • Internal pressure relief valve System combinations that meet Energy Starr guidelines. • Internal thermal overload • Long line accessory connections • Suction Line Accumulator • Vapor fog eliminator • Ideal Defrost Controls and Diagnostics • Infinity'" Control(MUST be used,no substitutes) • Utility Interface Connection _ Up to 18.pointdiagnostic-capability Applications • Long line - up to 250 ft. total equivalent length, see Long Line Guide for more information • Low ambient (down to 0°F) with complete Infinity' system Limited Warranty • 10-year limited warranty on compressor • 5-year limited warranty on all parts CITY OF ATLANTIC BEACH � y . 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 07 _ PI OFFICE:(904)247-5828•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.VALUATION OF WOW 3.SQ.FT.UNDER ROOF 4.LEGAL DESCRIPTION: S.CLASS OF WORK: 8.USE OF STRUCTURE: AEW BUILDING 13 DEMOLITION J241111SIDENTIAL LOT BLOCK_SUB DIVISION ❑ADDITION 13 CONVERTING USE E3 COMMERCIAL 7.DESCRIPTION OF WORK: ❑ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER; ❑REPAIR ❑POOL I SPA ❑YES 13 WA te- :13 MOVE 13 OTHER ❑NO ROPERTY OWNER: CONTRACTOR: ARCHRIM ENGINEER: 9.NAME: 15.CO ANYE: 23.COMP NAME: m, t cl � ,J i 1 f J�ffJf�9JtJ�'-1 t X Li 1.� �'t.� 1 i 's`�4-�.`}rVl ) ? 1(Yre ,c L'�,r�i'` x+`'11 I l 16.NAM 24.LICENSEE NAME: 10.ADDRESS: 1i 17.STATE OF F..ORIDA LICENSE NO.: 25.STATE OFFLfi,( IDA LICENSEE NO.: JALLLI 18.ADDRESS: „ 28.ADDRESS *- a ASC /�f - !�> ;' Mev /' e1q,6114 AA .7017,41 11.OFFICE PHONE: 12.FAX NO.: J 19.OFFICE PHONE: y 20.FAX NO.:; 27.OFFICE PHONE: 28:FAX NO.: v�Y►3 qG` vtt// 1 /3- `' ,.<,r :7 .> `Uoall 1`'(� '° �.k-"i'.) r 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: �C 14.EMAIL AD E ,,�� 22.EMAIL ADDRESS 7 30.ENTAIL ADDRESS: e /;TA*,,1f a1y'')1�°1y C,0/7 . lv ' L r}r 7�(J,�?i'i�i�� C-C"-'A A L FEESIMPL TIME H ER: BONDING COMPANY MORTGAGE LENDER: OF 0r4I2R.THMi.(SVV 1W 31.NAME: 33.NAME: 35.NAME: ,`f 1` 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: (J t! Application is hereby made-,t4.obtain a permit to do the-work and installations as indicated. I certify that no work or installation has commenced prior tD the issuance of a permit and that.ail work Will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced Within six(6)months, or if Constriction or work is suspended or abandoned for a period of six(6) months at any time after work is commented. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is arcuate and that all work will be done In compliance With all applicable taws regulating Construction and zoning.I will not occupy or use the referenced building or any part dm&,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICEOFCOMMENCEMENT. OWNER or AGENT CONTRACTOR H Agent,Power of AUDEPO or Agency Letter Required) (Qualifier Only) Signed: Date: Signed: Before me this/day of t � r 2007 in the county of Before me is day of OPAOM r.2007 in the county of Duval,State of Florida,hes person/nity appeared Duval,State of Florida,has personally appeared hedn by himself/herself and affirms that all statements and declarations are herin by himself I herself and affirms that all statements and declarations are true and accurate. f/ true and accurate. No ry Public at Large,State of County of G c-t( Notary Public at Large,State of_ County of tkueu rally Known VLpersonafiy Known ❑Produced Identificati - ❑Produced Identifica8 - Notary Signature: r�r r ' Notary Signature: y ��""" KAREN T HL)ME n;Ndp Florida NoiWyAWL.kv a E�fVres anDeoerrwiber 18,2010 nrmr.v•,a....rnerr.as.u.u.r.u.`o . ` BadrATlru Troy Fab Nowm=,1A6.N119 COAB FORM BLDG01:REVISED:&2!2007 City of Atlantic Beach APPLICATION NUMBER s Building Department (To be assigned by the Building Department.) 800 Seminole Road � �� O� Atlantic Beach, Florida 32233-5445 / Q Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us 3 Q 9 City web-site: http://www.coab.us Date routed: APPLICATION REVIEW AND TRACKING FORM Department tment review required Yes No Property Address: �3 � Q� ��V 15—nning &Zoning Applicant: D ¢ �� y� Tree Administrator A Pp Public Works Public Utilities Project: Tl�L _ Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPL!PATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: R_ ecl i o y-N wi � 0 b 6 ox /`?o rn o2 ��► sP � �� BUILDING Cl ea n ed U f.. PLANNING&ZONING TREE ADMIN. Reviewed by: Date: a 0 _ PUBLIC WORKS Second Review: [-]Approved as revised. [-]Denied. Comments: PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: [-]Approved as revised. ❑Denied. Comments: Reviewed by: Date: Ns ;. `y` S CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD �} ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 I F Application Number . . . . . 08-00001391 Date 10/13/08 Property Address . . . . . . 1730 OCEAN GROVE DR Application type description MECHANICAL ONLY Property Zoning . . . . . . . RESIDENTIAL GEN 2 FAMILY Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc new hvac 10 . 5 tons (4 units) ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DIXON, JERROLD & ROSANNA OCEAN STATE HEAT & AIR, INC. 1476 ATLANTIC BLVD. JACKSONVILLE FL 32223 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . 10 . 5 TONS (4 UNITS) 126K BTU Permit Fee . . . . 139 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/11/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 139 . 00 139 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 139 . 00 139 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 10/13/2008 10: 10 FAX 9042498949 OCEAN_STATE-A/C i ATLANTIC-BEACH 0 001/001 CITY OF ATLANTIC BEACH ' MECHANICAL PERMIT APPLICATION Date: 10-01—cy Property Address: (.9cew ,l�fL- t3"- AC(_ 3.-A A3 Owner; Cov. Telephone#: Contractorl+QrjA •J�e JkMcjW Telephone Gontrxctor.9ddress:_l'h10 l 8cfi F! _ru inj e2Ket- 9: .. Contractor Signatur In cooundtr�im of ota nit C eo for do d 'bed Ln the abovo statement,we ereby rgree w pe ml em wtirl:m rccordanee villh the a®dud ptam and ifications whi are a pan rdancc with the'Ciry of Ademic Beach ordinances and standards of good radia listed therein. Type Heating Frei: If other constm tion is being done on this building or site,list the building permit number: Electric ❑ Ges: _LP _,Natural `•Centmi Utility ❑ Oil O Other-5 ec MECHANICAL EQUIPMENT TO BE INSTA=D NATURE OF WORK Heat _Space Recessed Z Cent ml _Floor St Residential gf AxConditiomoig: r Rovm Central 0 Duct System: Matarial Thiclmess�,� ► ❑ Commercial Maximum capacity Cfm Rtrliigeration New Building ❑ Cooling?ower: Capatti�� RPM o Existing Building C3 Fire Sprinklers:Number of Heads 0 Elevator; _ Manlift Escalator (Number) O Replacement of Existing System 0 Gasoline Pumps (Number) ❑ Tanks —(Number) Naw lastallauon ' 0 LPG Cootttiners (Number) (No system previously installed) u Un&ed Pressure Vessel 0 Extension or Add-ant to Existing System 0 Boilers u Gas Piping Q Other-Specify. D Other-Specify LIST ALL RQUIPUM,NT Ani CONDmor4ING,)itETtRmE1b►nON EQt rtPMENT&CONDENSOR`8 Approving # ufaceirer Ton's ASCOCY r .0 4 t aNPO 3 1 A ilteier- Cogi. 21HER330 Owvier a. S' HEATING—FURNACES,BOILERS,MMAMS&AIR HANDLER'S ApP"S Number Unita Description Model 4 Manufacturer BTU's Agency V y OG'o? :tr 1'r.1000 VL i y F V r4 N Fe)0 ler- W &OV k ` 14 F�V 4 FOO eArri,er `t a 000 L TAMS Nominul Qq=dY Type Uquid anal A roving, How Many &Dimeasions Contained Manufacturer No. Aitcncy 800 Seminole Road-Atlantic Beach,Florida 32233-5443 Phone:(904)247-5800• Fax; (904)247-1345. http:Nwww, i,atlantic-beach-fl,us Revised 1/04 CITY OF ATLANTIC ]REACH MECIL�NICAL PERMIT IT APPLICA TI©►N Date: to—Gg—©'? Property Address: L- 30 Ocx)aa 6;;,pU e Pit • 44t- i5c—k pt-4- 32'A3 Owner: p i.X69A 12P5. Telephone#: Contractor;!--,&-,C. 5�4-�e�kak;ya a 1 ej^— Telephone 4�-, �Y9 Contractor Address: 81yf- .6C�� lFay# (qCi`l o�`� �`��lq Contractor Signature n consideration of permit g en for doin�whi s de bed in the above statement. we hereby agree to perform said work in accordance with the attached plans and pecificationsarea part hereo accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: ,Z Electric ❑ Gas: _LP Natural _Central Utility El oil _ ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK .kr- Heat `Space _Recessed X Central _Floor -Sa Residential Sd Air Conditioning: _Room Central ❑ Duct System: Materiallkt Thiclmess ❑ Commercial Mw mum capacity cfm .� Refrigeration JV New Building ❑ Cooling Tower: Capacity Ilpm :iFire Sprinklers:Number of Heads ❑ Existing Building Elevator: __ Manlift Escalator (Number) ❑ Replacement of Existing System D Gasoline Pumps (-Number) ❑ Tanks (Number) New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel D Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT i AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's A ency C(O -cd. 31 '419r •- &/L HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model 4 Manufacturer ffBTU's /Agency � �`1��aoa �HI.t^{r�G Y•_ 1 D V OO "` L. a& 14 FV�PAIF003 bb" dwo 4/L t 1� FV�( �I Foa5' C&ir -cr `(a Doo L TANKS Nominal Capacity Type Liquid qerial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://N"vw.ei.atlantic-beach.fl.us Revised 1/04 Date: I Public Utilities —Distribution & Collection ' t I � Initials:� 7D'/? OC(_ �( K" (�� Application/permit#: d ~I 82- Project Name/Address: 1 t -- CheckBox Comments Teo add ,�pghcaton.Z'rac�g Comment zontal Avoid damag e to underground water/sewer utilities. Verify vertical and ho call 247- Cl location of utilities. Hand dig if necessary. If field coordination is needed, 5834. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. ❑ A sewer cleanout must be installed at the property line. Cleanout must be covered with ❑ an RTI concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be ❑ provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch-read meter in a properly sized vault and an appropriate backflow preventer installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. If fire sprinkler system is provided, contact Malcolm Clemons at 247-5 83 9 for backflow requirements. At a minimum,will require double check backflow preventer. Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" must ❑ be installed in a vault as noted in JEA specifications. C � tj tnnAT ❑ v e F:\P1anReviewConunents-PU.doc CITY OF ATLANTIC BEACH PERMIT s BIDING /ZONING DEPARTMENT APPLICATION# `' s} Boo Seminole Road -7 ` Atlantic Beach,Florida 32233 `J `• ,µ c f (904)247-5800 (404)247-5845 Fax www.coab.us APPLICATION TRACKING FORM WIRED DEPT: Property Address: Mdn C�2&1�f z Y N PLANNING C7 Y N BUILDING Y N PUBLICWORKS ,��gfi��yt• . b1� cmz�jfllNu 0 Y N . PUBLIC UTILITIES FIRE DEPT. Project: 1 N PUBLIC SAFETY -APPROVAL REQUIRED AGENCY: RECEIVED BY: INITIAL* DATE: w W Y N D.E.P HUFSTETLER ¢� � Y N S.J.R.W.M. CARPER _ Y N ARMY CORPS of ENG CARPER 1-Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE SITE BUILDING DA REVIEWED BY: INITIAL: DATE ❑ ® I 1ST REV ❑ S�}-- Izx / D e;f 14 eal_s :3 6' h 1 37 el� NN ® ® 2ND REV UtLDING N♦ � PUBLIC WORKS PUBLIC UTILIiIE FIRE DEPT. C alewa �� t44 4, Q� PUBLIC SAFETY .0 ® 3RD REV ® ❑ •rtD..a.......41.:..ice......,f..ab...D-:L7.2L...»Ti........,a-........+..�.,...�.,... 7...e... ..-.d.......i.+...n..,...ay.w.,aswkv wse�•n*hn A L AAn HP Officeiet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Dec 14 2007 2:40PM Last Transaction Date Time Type Identification Duration Panes Result Dec 14 2:39PM Fax Sent 92469966 0:40 1 OK CITY OF ATLANTIC BEACH07-1� gat 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826•FAX NO.:(904)247-5845 r}y, BUILDING-DEP CCOAB.US 1Fl��i BUILDING PERMIT APPLICATION DUVAL COUNTY 1:JOB ADDRESS; 2.VALUATION OFgWORK: 3.S0.FT.UNDER ROOF 4.LEGAL DESCRIPTION: 5,CLASS OFWORK:i 8.USE OF STRUCTURE: W BUILDING ❑DEMOLITION 94ttSIDENTIAL LOT BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE b COMMERCIAL 7. .DESCRIPTION OF WORK: ❑ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER; X/} ❑REPAIR ❑POOL/SPA ❑YES ❑WA 1 (, ❑MOVE ❑OTHER ❑NO ROPERTY OWNER: CONTR:RACTOARCHITE t .NGINEER 9.NAME: 15.CO AME 23.COMP NAME: / 24.i 'CLICENSEE NAME: W 10.ADDRESS: 17.STATE OF Fj_ORIDA LICENSE NO.: 25.STATE OF FLPIDA LICENSE NO.: 18.ADDRESS: 26 ADDRESS 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 413 q 2- (5,7 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: 50 7 71r Ll I 1 14.EMAIL ADCfR _/ ry/► n i, 22.EMAIL ADDRESSSS J• t, ,' 30.EMAIL ADDRESS: I�(i�� -/./�'/�!(Y,IC/l/,t..•c.'f l r !'iV `�L''`Crws ',�j ,J'*' a t' 'i fAl I `I / FEE SIMP HIPLUEM BONDING COMPANY; MORTGAGE LENDER:' (W OTHM IMM OWHER) 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: iv tt! Application is-hereby made.,.to,obtain a permit to do the.work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and.that•all work will be performed to meet the standards of all laws regulating construction tion in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six (6)months at any time after work is commenced. 1 understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that ail the foregoing information is accurate and that all work Will be done in compliance with all applicable laws regulating construction and zoning.1 will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: r YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICEOFCOMMENCEMENT. OWNER*r AGENT CONTRACTOR if Agent,Power of Aftor Agency tetter Required) (Qualifier Only) f �+ yn I Signed: ADate: �� Signed: 1 �I ' � _ a Date: 1 �i � Before me this_ ��day of C�w iwr 2007 in the county of Before me lis �'_/day of 2007 in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. „� true and accurate.N=ojery Public at Large,State of ��` County of �� ' N,,,,,.o.,////ta�ry Public at Large,State of /' t-- County of ol e / Ily Known nally Known ❑Produced Identifies Produced Identifica' l Notary Signature: �.. ` Notary Signature: / �y ,= Expires NZOII01t? �' KAREN T HOME - :. z Commission DD 62382,5 Fbnda NoWy Am-Inc , s Deoember 18,2010 .....e s:a.a•,�..-..o.aunnu......'° JJfi� Ny (AMMNM�Zf069M•T018 COAB FORM BLDG01:REVISED:8/2!2007 BP250U01 CITY OF ATLANTIC BEACH 1/04/08 Application Tracking Step Selection by Revision 14: 41: 36 Application number . . . . : 07 00001682 Address . . . . . . . . . . : 1730 OCEAN GROVE DR RE number . . . . . . . . . : 169613-0000- - Application type . . . . . : SINGLE FAMILY RESIDENCE NCR OLD ACCOUNT NUMBERS . . : AB19112 Tenant name, number . . . . . Type options, press Enter. 2=Change 4 Delete S=Vie`► 6=Fast log 8=Action log maintenance 9=1n/out maint Path ---- Rey Dates --- - Action Summary - Opt Agency description Rev Step Req In Est Capl Last Type By _ BUILDING DEPT. A 01 Y 12/23/07 01/02/08 12/23/07 AP DH _ PLANNING & ZONING A 01 Y 12/20/07 01/02/08 12/20/07 AP SD _ PUBLIC UTILITIES A 01 Y 12/27/07 01/02/08 12/27/07 AP LS PUBLIC WORKS A 01 Y 12/15/07 01/02/08 12/15/07 FR LS Bottom F3=Exit F5=Land inquiry F6=Add F7=Revisions FB=Ki.sc info inquiry F9=Corrections report F10 View 3 F11=Sort by agency F24=More keys s '�r�,; CITY OF A'T'LAN'T'IC BEACH PERMIT BD G /ZONING DEPARTMENT APPLICATION# 800 Seminole Road Atlantic Beach,Florida 32233 V-7 r (904)247-5-00 V (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REMIRED DEPT: 1 �� V C�,(�ll LC4OVt �lJ Y PLANNING Pry Address: Y BUILDING 'n Y N PUBLIC WORKS AppHea mey��,� 'y r�� Y N PUBLIC UTILITIES FIRE DEPT. Project: < N PUBLIC SAFE T Y U) APPROVAL w U REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z Y N D.E.P HUFSTEfLER (3 _ � Y u�➢ S.J.R.W.M. CARPER _ B�9 ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS J CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITI DATE: ® 1ST REV ® I ®"£ I I 'L� PLANNING 13UILDINC,z/ ® ® 2ND REV PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV P-eturn this form to the B daldanne Department ounce you have entered your comments into the AS400, CITY OF ATLANTIC BEACH O■ �i �tl 7 1.«....... r I is 800 SEMINOLE ROAD.ATLANTIC BEACH,FL 32233 sti OFFICE:(904)247-5826 0 FAX NO.:(804)247-5845 BUILDING-DEPTOCOAS.US = BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2 VALUATION OF WORK 3,SQ,Fr.UNDER ROOF C tJ O(lC ��"�'r C�+U '791 4.LEGAL DESCRIPTION: 5 CLASS OF WQRK: `" S.USE OF STRUCTURE: Q141EW BUILDING ❑DEMOLITION RKSIDENTIAL LOT BLOCK+SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 7.DESCRIPTION OF WORK; ❑ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER; /•� „ ❑REPAIR ❑POOL/SPA ❑YES ❑WA 0 MOVE ❑OTHER ❑NO t,YROP OWNER: CONTRA TOR ARC ITECI'l ENGINEER: 9.NAME: 15.CO ANY NAME: d" / 23.COMP NAME i JJ 1favilD4 riC(eC y Gba ,�� L�►1CLN `� `vlr ' br ' kr � �t��i `"� 16 NAM n 24.LICENSEE NAME: 10.ADDRESS: p��q 17.STATE OF Fj.ORiDA LICENSE NO.: 25.STATE OF FLO IDA LICENSE NO.: t�'-l/�/y�tis I��i��r/� .J�.L�C� ti't`?!i"'✓'w e✓.cwt� �L� � � ux/-(^ 18.ADDRESS: 26.ADDRESS: elv- 11.OF' •JF`ICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: L 20.FAX NO.:,, 27.OFFICE PHONE: 28:FAX NO.: 13.CELL PHSONE: 21.CELL PHONE. 29.CELL PHONE: 14.EMAIL AD 22.EMAIL AD RESS' i 30.EMAIL AD SS: , �aCC ., Ll`fA ✓y�, 17 ✓' ,�.q-' �-A FEE t1F 0T TITa�nntnwa ONLE Rwm- [�oTBDING wMPANYt MORMAOE LENDIBt: 31.NAME: 33.NAME: 35.NAME: ] } )� 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made-to,obtain a permit to do the_work and installations as Indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and.that•all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or If Construction or work Is suspended or abandoned for a period of six(6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Worst,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNERS AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable taws regulating construction and zoning.I will not occupy or use the referenced building or any part therof.until all inspections are finaled and prior to obtaining a certificate of occupancy or completion Issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT, CONTRACTOR tf Agent,;POWW cl Aftorpf or Agency Letter rdred) (clualiller Only) 4 i,' Signed: Date: Signed: >� , =A+ "' Date: �# f Before me this day of ! �` 2007 in the county of Before me is day of L ..L.t-'t 2007 in the county of Duval,State of FMrida,has personally appeared Duval,State of Florida,has personally appeared hedn by himself/herself and affirms that all statements and declarations are herin by himself!herself and affirms that all statements and declarations are true and accurate. j"`/ true and accurate. �� j �/� No ry Public at Large,State of ) u t .County of t-L V14 L Notary Public at Large,State of County of t)u y6(.t,�1 Ily Known i 6;-nally Known 13 Produced IdenfiftwfiW ❑Produced w"ti / WarySi9nature. '•• t Notary SignatureCommill DOOM= : t 41Y ADD ,fie !{%•�•~+*=• .j/- „'.�retire•F-.io..n-d.aruNuoWuuyAusuwnt.lMtrcrr:G ••r '` 8EgXdp.fesuavb'_ 18,201Q Fail COAB FORM BLDGOt:REVISED:St212007 "M!x �y MMtMia 6Q0.165 fi19 R.O.W. Permit Attachment of for R.O.W.Permit# issued 92005 Atlantic Beach,FL 32233 Owner's Name: .1'9- t Fef4UJ A- i2l K0/J Property Address: W f le oc� S wa ;>I?— - Subdivision: oGe&,rJ oy,/ Lot#I Block#: R.E. #: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of 2005, by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as "CITY" and 06elk*) of Atlantic Beach,Florida,hereinafter referred to as"USER". tjr WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work is generally described as: !� S e_U /J ' �1 -e jr-i v kv N/ Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receipt requested, to the following address: 4e!2 LSC^�J i k1'� - ti U 1 IL i A'C00- t"114- D69VM '3 7,2-7 The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes,Land Development Code, and all other land use and code requirements of the CITY. The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The Pagel of 2 USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty(30)days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED this- day of _.�II_Y'Wberty 05.'off CITY OF ATLANTIC BEACH,FLORIDA, By: a municipal corporation: Owner By: tm ans 1, tty anager Attest: d P' Rick Carp6r, Public Works Director STATE OF FLORIDA COUNTY OF DUVAL On this �-4k_ day of ,2 , personally appeared before me, a Notary Public in and for said ounty and State, 3Lx,/A 1_ CaL,"4`1 the property owner of '4.L .Ae,4,.i -TA-C , , Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. L �I a By: N tary Public in for said County and State P o rty Owner _2-1y-y �'IZ��10 (to be signed in presence of the Notary) oun..n...u.sun.........:. . CHRISTINA L.FARF:r+R Comm#DD0573339 Expires 812012010 Florida Notaryfsn A •.Mc Page 2 of 2 ti rti� f Impervious Surface Calculations % Formula Find square footage of the following: House footprint Driveway All sidewalks/walkways AIC pads Detached garage/sheds Pool Decking Patios, terraces and/or decks Add the total square footage of the areas listed above then, divide the sum by the total lot area of the property. 51M2.007 ! . June 25, 2008 City of Atlantic Beach Building Department RE: Dixon Residence 1730 Ocean Grove Drive Atlantic Beach, FL 32233 Dear Sirs, Concerning the new single family residence being built on the above referenced property, it is my intention to build the slab at least 12" above the crown of the road. I will follow-up with a survey of my finished slab to verify the dimension. Should you have any questions or comments concerning this, please do not hesitate to call. Thank you, Mi Al enb ch 60 Ocean Boulevard,Suite One, Atlantic Beach,Florida 32233,904-246-9966 tax 904-246-9966 cmnil -nr-onifh nct CITY OF ATLANTIC BEACH s, CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS Ewa 800 Seminole Road 904-247-5800 " ;tier Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date PERMIT# Job Address ISSUED BY THE CITY Permitee: (56AFA t*J 5420� CG'E��`_T G; Telephone# Permittee Address: 624_;' c>60k-tJ FzL,02 fSfJ I'jam Requesting Permission to Construct: SINC:;,L,& FAVA_Q_� Pe5 i C7&:QG Location: (Reference to Cross-Street) 0E"r''R- 00 2Q&\60 (/ I I 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority I- — --- - - Yes ( ) No ( ) Date: Bell South Telephone Company i �-a .,� ��J Yes( ) No ( ) Date: Ferrell Gas Yes ( ) No ( ) Date: Comcast �� 7 �� Yes ( ) No ( ) Date: 2. Whenever necessary for the c ment, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of (Contractor's Project Superintendent) located at Telephone#: 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with `3J days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER Signed: L Date: 11 412ovg �•••••••""'°°""' day of in the County of Duval, ZOC)S CHRISTI( ° °R a e a personally appeared ' ry @xprie zesSt of FI rida,ICoounty of Duval. erso Wally Known Produced Identificatio _ mxM II�IoB` CITY OF ATLANTIC BEACH PERMIT BUILDING/ZONING DEPARTMENT APPLICATION# 800 Seminole Road =h + V Atlantic Beach,Florida 32233_ �••"/ cr (904)247-5800 (904)247-5845 Fax www.co&.us r �+ APPLICATION TRACKING FOR: �'° 10oI R,RQUIRED DEPT: °�•. Y N PLANNING Property Address: l� 1J�, Z Y N BUILDING i _ Y N PUBLIC WORKS Applicant: � ��(1�1 {� /t 0 Y N PUBLIC LMLIT1ES ' � FIRE DEPT. Project: Jv N PUBLIC SAFETY U) -APPROVAL o REQUIRED AGENCY: RECEIVED BY: INITIAL DATE w Y N D.E.P HUFSTETLER t9� O Y N S.J.RW.M_ CARPER _ Y N ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTEfLER APPLICATION STATUS CIRCLE CNE SITE BUILDING DA AP REVIEWED BY: L• DATE: 1 ST REV ® l Z 27 V •� PLANNING ® 2ND REV BUILDING �- PU IG WQRKS tu ES wFIRE DEPT. �) PUBLIC SAFETY .0 3RD REV ;. lll...r-......,a0.°..,r...,.. a.,a0..,D+:�7..'l:.....°.71�........s..,...,..a........�.,..... 1.....,.,.. ....i.........a:.....u...n.,,,.mms®.•tFa ww#�hl,n A CAdlAl n. IS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j77 ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001910 Date 11/18/09 Property Address . . . . . . 1730 OCEAN GROVE DR Application type description IRRIGATION/SPRINKLER Property Zoning . . . . . . . RESIDENTIAL GEN 2 FAMILY Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc IRRIGATION ----------------------------------------------- ----------------------------- Owner Contractor ------------------------ ------------------------ DIXON, JERROLD & ROSANNA FLORASCAPE IRRIGATION & LANDSCAPING INC JACKSONVILLE FL 32223 P 0 BOX 19744 JACKSONVILLE FL 32246 (904) 64 6-4 556 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 62 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/17/10 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 62 . 00 62 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 62 . 00 62 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. :��,;`'� t CITY OF ATLANTIC BEACH " r 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 09 32233 •7 a OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAG.US v PLUMBING PERMIT APPLICATION DUVAL COUNTY .T141S A'. # a P'rC IIID .Gli „',H r"w ONO 73 0 OC FW 6r-Jt yr V LVD, OYES PERMIT#: f e u a y rl ,trs lrpal! 7i P, W k"TWEF777 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: `Xaa .hiiil�l' x,q,�iikd,' 7.NAME OF COMPANY: 8.ADDRESS.: f—LOWW& P,O - a G�- vAy QF FLOy LICENSE NO: 10. LL PHONE: � oco11,F,PX NO. Y 7 O 12.EMAIL ADDRESS: 3 ll 13.O FFIIICuE PHONE: ' / 14�b 70 Li Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: VVO� " ,L 'N1 UR5 3yt"� ' ❑ NEW 11'06 FLORIDA BUILDING CODE- ❑ RE-PIPE PLUMBING ❑OTHER: xIUR • " v111i '•.)I ''SIt d �� i, �h „ r�” Isar BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER (SPECIFY): ROOF DRAIN 30.PL41ItB1NC3 PERMffi s= ' + PERMIT ISSUING FEE: $55.00 TOTAL FIXTURES: x $7.00 (PER FIXTURE) + $35.00 = BLDG03 Permit Applicatiion Plumb:12/18/2008 _ CITY OF ATLANTIC BEACH r; t� 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 09-00001399 Date 10/15/09 Property Address . . . . . . 1730 OCEAN GROVE DR Application type description RIGHT-OF-WAY PERMIT Property Zoning . . . . . . . RESIDENTIAL GEN 2 FAMILY Application valuation . . . . 0 ------------------------------------------------------------- Application desc landscape and driveway ----------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- DIXON, JERROLD & ROSANNA OCEAN BOULEVARD CONSTRUCTION INC JACKSONVILLE FL 32223 60 OCEAN BLVD ATLANTIC BEACH FL 32233 (904) 246-9593 --------------------------------------------------------------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/13/10 -------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . Roll off container company must be on City approved list and cannot be placed on City right-of-way. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH j CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247-5800 Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date It? PERMIT# Job Address ISSUED BY THE CITY l0 Permitee: Telephone# '�3 Permittee Address: .O. P�- . ZZft7 Requesting Perpnissionjo Construct: /wK1 � *-1, I/t--'IM.IM.k-/- Gv � S Location: (Reference to Cross-Street) 1. Applicant declares that prior to filing this application he has ascertained_ the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities Jacksonville Electric AuthoritytiLE r ( ) No ( ) Date: Bell South Telephone Company V YE# ) No ( ) Date: Ferrell Gas Yes ( ) No ( ) Date: Comcast Yes ( ) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any port' s ' st r as determined by the Director of Public Works, any or all of said poles, wir e c er facilities and appurtenances authorized Yhereunder shall be immediate) remosal tyment easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or. Florida 4e artment of Transportation Standards and be performed under the supervision of !'t , a07—_ (Contractor's Project .� Superintendent) located at 7 o Telephone#7 Lf7- . 63r,l 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. G. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permippr permittee must rev ew the permit with the Director of Public Works to make sure no crt s ve d�i the area that would affect the permitted construction. S. It is understood and agreed that the ri a I le es herein set out are ranted only to the extent of the 9 g g 9 Y City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER o "•'� KAREN T HUME Signed: Date: =•: *_ Commission DD 623525 Before me this day of in e ounty of Duval, _ . 7 ;= Expires December 18,2010 State Of Florida, has personally appeared Nary Public at Large,St o FlCdaounty of pF . Bonded Thr,Troy Fa�Mw,ceeo./ 7o1g M�commission expires: a. �'� snaly/ 6,,, Produced Identification: IiQ� R.O.W. Permit Attachment of for R.O.W. Permit# issued , 200_ Atlantic Beach,FL 32233 f Owner's Name: �. Q1 '� ��/�'�/ Property Address: I'f)0 OL�l*TW6.d0/9!5-; 1 22'� .7 �rtit G ate. k'�%--3 Subdivision: • Lot#/Block#: R.E. #: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of , 200_, by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as "CITY" and of Atlantic Beach, Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above (copies attached). This work is generally described as: Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be given by certified snail, return receipt requested, to the following address: The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly snake any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code, and all other land use and code requirements of the CITY, including City Code Section 19-7 (h) which states "Driveways that,cross sidewalks: City sidewalks may not be replaced with other zmaterials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page 1 of? The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty (3 0) days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this pen-nit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED this day of , 200_. By: P' KAREN T HUME Property Owner '' - =.: � Commission DD 623525 (to be signed in presence of the Notary) Pyr Expires December 16,2010 `` Bonded nim rmy rain Msurarm W-M-7019 STATE OF FLORIDA COUNTY OF DUVAL On this Q01 day of t CAQ 20sonalV appeared before me, a Notary Public in and for aid Coun and State, /i the property owner of ��e n �(�yr f. , Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. ,r-." f.Au"y , No ry Public in for said County and State CITY OF ATLANTIC BEACH, FLORIDA, a municipal corporation: Approved: Ricky L. Carper,Public Works Director For Permits where city sidewalk is impacted, City Manager approval required: Jim Hanson, City Manager Page 2 of 2 r� `.fir;♦�,�` ■ ■`♦��„�i��`'.r�� So. vv«vv, 1- LEMON TREE ■ ■ 2 - FIG TREEDWARF ro IMF � �� I��i[Illli�llliTii +1�� 1 iir�►� �ii r .�r� i+�; t � , N n_,u��m,uwi�i� � ''��lilll��i1 r► f!► • •.f��c� �' � \ f, •� INA; �� +,�.ir �!� �!5 �.5.$Qa�,i�C ��i.�.�/�C��r'j`'��► so, e t � , `►,1► _..�j ��►, `\ �� I � �_ '� � I►- ��..,�. �i �/ +�0z `fit �j►` WAY All ,. �,,;�s.�..-.:.,,,�►,� moi- � �� ►:1� �.� ►� o �, +,G�fi � � � � � 1�. ►��f�1��1 �� /►��+ . �' �� '11��l,��1. ►,. , - � - iTI'►, f�i rig�►►. ► : �� 11'• �� Sri►: ., ♦!` - A�.-wT �� , ,�Gi��L 11 �,�4 •.` -- J 9 WOOD FENCE - - _- E)' PAVERS AT _ , DRIVEWAY i -- o MAIL SLOT 00 LOW BOWLS AT DOOR , 00 1:1DR1:1R R 0 PAVERSWALKAT1; 11 PATH BY OWNFR C, I- NECTARINE I- LEMON TREE 10 2- FIG TREE DWARF ZIA �® CERTIFICATE OF LIABILITY INSURANCE OP ID RFI DATE(MM/DDIYYYY) EISMA-1 10/07/09 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Augustyniak Ins - San Jose Blv HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 12058 San Jose Blvd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Jacksonville FL 32223 Phone: 904-268-3106 Fax:904-268-3107 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Nationwide Mutual Insurance Cc 23787 INSURER B Eisman & Russo INSURER C: Michael Greene 6455 Powers Ave INSURER D: Jacksonville FL 32217 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NS POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR NSR TYPE OF INSURANCE DATE MM/DD/YYYY DATE MM/DD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurence) $ CLAIMS MADE El OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT s2,000,000 A ANY AUTO 77BA829720-3001 10/16/09 10/16/10 (Ea accident) ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Per person) $ X HIRED AUTOS BODILY INJURY X NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR ❑ CLAIMS MADE t' y J AGGREGATE $ al DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION - AND EMPLOYERS'LIABILITY Y/N TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVP E.L.EACH ACCIDENT $ OFFICER/NTUABER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION CITYATL DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL City of Atlantic Beach IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Public Works Dept. Attn• Rick Cooper REPRESENTATIVES. 1200 Sandpiper lane AUTHORIZED REPRESENTATIVE Michael E. Augustyniak tlantic Beach FL 32233 ACORD 25(2009/01) ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) r� 800 Seminole Road 1.31 q Atlantic Beach, Florida 32233-5445 •J Phone(904)247-5826 Fax(904)247-5845 O E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /Z3 !J��a7� U1-p y� by-- Department review required Yes No / Building Applicant: o C� �v� ��V� `D(��tA r Plannin Zoning a.. T r Project: i yt A)4, Publ u 'c Utilitig ro Safety Fire Services Review fee$_ De t Si nature.., _ Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed b(�L_ Date: /0-/2..Ocj TREE ADMIN. Second Review: QApproved as revised. ❑Denied. PUB WOR S Comments: IBL IES SAFETY Reviewed by: Date: _'ES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: 'C TVED rj`'�Lar�J City of Atlantic Beach OCT 1 2 2009 APPLICATION NUMBER Building Department (To be assigned by the Building Department.) r ,'7 800 Seminole Road 19yz / 2 Atlantic Beach,Florida 32233-5445 x° •J Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http:/hwm.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: _1110 o &EAM 060 d- Department review required Yes No Building Applicant: d c� l�� V� `D p��/��` Plannin Zoning a✓ . T r Project: i Vt wav ubl' u is Utilitie f�Q,S u is Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: ]Approved. ❑Denied. (Circle one.) Comments: y BUILDING PLANNING&ZONING Reviewed by. Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 03/44/09 Public Works Plan Review Comments Date: D 112"I ©9 Initial11: l Project Name/Address: (q30 QC'ea*l 6 ADUe')F Application Permit#: 09 - '3 Application Wracking Comments :'comment Provide impervious surface calculations. Provide erosion and sediment control plans with installation details and maintenance schedule. Provide drainage plans showing site topography(flow arrows, etc.) ❑ Provide construction site management plan, including Right-of-Way Permit ifusing right-of-way for construction parking. Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ ProfessionalLand Surveyor, showin 1' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required ❑ per Section 24-66(b). (See attached info. Sheet) If on-site storage is required, apost construction topographic survey documenting ❑ proper construction will be required. A Right-of-Way Permit must be obtained for use ❑ A Revocable Encroachment Permit must be obtained. ❑ Pool—Wellpoint(if used)must discharge into vegetated area 10' minimum from ❑ street or drainage feature(swale, structure or lagoon). All concrete driveway aprons must be 5 inches thick,4000 psi, with fibermesh from the edge of the pavement to the property linea Reinforcing rods or mesh are not ❑ allowed in the ROW(Commercial driveways—6"thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction.from the center of the cut. Repair must be ❑ shown on the lans. P-Roll off container company must be on City approved list and cannot be placed on City right-of-way. 0 0 -�- r m ' CITY OF ATLANTIC BEACH IS 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 w� Application Number . . . . . 09-00000511 Date 9/01/09 Property Address . . . . . . 1730 OCEAN GROVE DR Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . RESIDENTIAL GEN 2 FAMILY Application valuation . . . . 43000 ---------------------------------------------------------------------------- Application desc NEW POOL ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DIXON, JERROLD & ROSANNA SURFSIDE POOLS 313 BEACH BLVD. JACKSONVILLE FL 32223 JAX BEACH FL 32250 (904) 246-2666 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . ELECTRIC FOR POOL Permit Fee . . . . 75 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/28/10 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) Roll off container company must be on City approved list and cannot be placed on City right-of-way. ---------------------------------------------------------------------------- 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 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach APPLICATION NUMBER ai Building Department (To be assigned by the Building Department.) r ._f 800 Seminole Road 'n Atlantic Beach,Florida 32233-5445 — 8 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: �• �`l�• y City web-site: http:/hvww.coab.us APPLICATION REVIEW AND TRACKING FORM P �� 'QI? ( �1�`�� Department review wired Yes No Property Address: Building n /yt � Planning&Zoning Applicant: V�,(� (�(� l�(A i Public Works Project: a&U-pdUM Public Utilities,- . _�:: ,Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APP TION STATUS Reviewing Department First Review: (Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING PUBLIC WORKS Reviewed by: Date:Z-11-6 PUBLIC UTILITIES Second Review: DApproved as revised. ffDenied. PUBLIC SAFETY Comments: FIRE SERVICES Reviewed by: Date: Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:0 278 Florida Certificate of Product Approval#FL1999 Page 1 of 1 Document ID:1TH2235-ZO228101230 Truss Fabricator: Lumber unlimited Job identification: 71860B-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH **. .(7180&--(OCEAN BLVD )Li Truss Count: 77 `- Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Version 7.33. Structural Engineer of Record: Luis P o n t i g o,L i c.#5 3 311 Address: 496 Osceola Ave.,Jacksonvi l l e,FL 32250 Minimum Design Loads: Roof - 55.0 PSF @ 1.25 Duration _. Floor NSA Wind 120 MPH ASCE 7-02 -Closed Notes: Seal Dute:04/28/2008 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 James F.Collins Jr. Florida License Number:52212 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing. Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Lumber Unlimited for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR235 Details: - # Ref Description Drawing# Date # Ref Description Drawing# Date 1 57213--A39 08119037 04/28/06 43 57255--E3100 08119044 04/28/08 2 57214--A42 08119038 04/28/08 44 57256--EJ105 08119104 04/28/08 3 $7215--A43 08119039 04/28/08 45 57257--EJ106 08119069 04/28/08 4 $7216--A44 08119040 •04128/08 46 57258--CJ107 1R '08119103 44/28/08 5 57217--A45 08119041 04/28/08 47 57259--CJ108 1L 08119102 04/28/08 6 $7216--A46 08119042 04/28/08 48 57260--EJ109 08119090 04/28/08 7 57219--A47 2- PLY 08119055 04/28/08 49 57261--HJ111 081`19101 04/28/08 8 57220--A48 2- PLY 08119043 04/28/08 50 57262--CJ114 6L 6R 08119045 04/28/08 9 57221--850 08119056 04/26/08 51 57253--CJ116 2L'2R 08119091 '04/28/08 10 57222--B51 08119057 04/28/08 52 57264--EJ119 08119107 '04/28/08 11 $7223--852 081/9058 04/28/08 53 57265--CJ120 08119046 '04/28/08 12 '57224--B53 08119059 04/28/08 54 '57266--CJ121 BL BR 08119106 -04/28108 13 57225--B54 D8119060 04/28/08 55 57267--HJ124 D45 08119097 04/28/08 14 57226--855 08119061 04/28/08 56 57268--EJ125 08119074 04/28/08 15 57227-•B57 08119067 04/28/08 57 57269--EJ126 08119078 04/28/08 16 57228--B58 08119068 04/28/08 58 57270--EJ127 08119075 04/28/08 17 57229-=059 08119070 04128/08 59 57271--EJ128 08119079 04/28/08 18 57230--D60 08119088 04/28/08 60 57272--HJ129 08119083 04/28/08 19 57231--061 08119087 04/28/08 61 57273--HJ130 D45 08119047 04/28/06 20 57232--062 08119086 04/28/08 62 57274--H3133 D45 08119105 04/28/08 21 57233--063 08119085 04/28/08 63 57275--HJ135 D45 08119092 04/28/08 22 57234--D64 08119084 04/28/08 64 57276--CJ136 08119076 04/28/08 23 5-7235--D65 2- PLY 08119110 04/28/08 65 57277--CJ137 06119077 04/28/08 24 57236--D66 08119071 04/28/08 66 57278--CJ138 08119080 04/28/08 25 57237--067 08119072 04/28/08 67 57279--HJ139 08119089 04/28/08 26 57238--D68 08119073 04/28/08 68 57280--CJ140 08119081 04/28/06 27 57239--D70 2PLY 08119112 04/28/08 69 57281--CJ141 08119082 04/28/08 28 57240--E71 08119048 04/28/06 70 57282--CJ142 08119113 04/28/08 29 57241--E72 08119063 04/28/08 71 57283--EJ143 08119049 04/28/08 30 57242--G73 08119066 04/28/08 72 57284--HJ144 08119062 04/28/08 31 57243--G74 08119065 04/28/08 73 57285--CJ145 08119053 04/28/08 32 57244--G75 08119064 04/28/08 74 57286--CJ146 08119054 04/28/08 33 57245--H76 2- PLY 08119111 04/28/08 75 57287--EJ147 08119050 04/28/08 34 57246--H77 08119100 04/28/08 76 57288--HJ146 08119051 04/2B/08 35 51247--H78 08119099 04/28/08 77 57289--CJ149 08119052 04/28/08 36 57248--KB5 08119094 04/28/08 37 57249--R86 08119093 04/28/08 38 51250•-X87 08119109 04/28/08 39 5n51--L88 08119098 04128/06 40. 57252--M90 08119096 04/28/08 41 52253--M93 08119108 04/28/08 42 5$'154--EJ99 08119095 04/28/08 I11Nli 111111111 11111111 IN IhI1, UWG MKLFAKtU THUM EUMPUItK INV FIT (LUAU) 6 UIMtNJI Wl) NUMMI IILU BY IKUJJ ME K.. (718608-(OCEAN BLVD )L718/2 OCEAN GROVE/DUVAL -- ATLANTIC BEACH, ** A39) Top chord 2x4 SP #2 120 mph wind, 23.68 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-4.0 psf, wind BC DL=3.0 psf. Iw=1.00 GCpi (+/-) -0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L1240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 45 -1.33 14.42 Shim all supports to solid bearing. TC 81 14,42 30.17 BC 92 0.15 9.08 BC 56 9.08 17,71 BC 75 17.71 28,83 4X4- 4 X 4 4X4% 1.5X4= 1.5X4 5 )— —, 5 7 X 6(R) III p c L 3 3 4X820-7-6 3X4(Al) 6X8= 3X4(Al) 17-11-4 _I 7-81-4-0 14-5-0 14-5-0 9-1-0 8-7-8 I1-1-8 3 28-10-0 Over 3 Supports V828 U=352 W-5.5" R=2394 U=1196 W=5.5" R=286 U=140 W=3" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.25(1.25) /5(2) 7.33.0114 A, 0TY:9 FL/-/4 -/-/R/- Scale =.25"/Ft. **WARNING** TRUSSES RFOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. S •Y T C L L 20.0 P S F R E F R 2 3 5 57213 REFER TO SCSI (BUIIB I NG COMPONENT SAFETY INIORMATION). PUBLISHED BY TPI (TRUSS PIATE INSIIIUTE, 218 �*`^G Heti** NORTH LEE 'IN... I REET. SUI LE 312, ALFXANORIA, VA, 22314) AND WI" (WOO' TRUSS COUNCIL OF AMERICP. 63011 .-**CEIV (` ENTERPRISE LANE. MADISON. W1 53)19) FOR SA(ETY PNACII1 -1 PRIOR TO PERFORMING THESE FUNCTIONS. UNIT SS TC DL 20.0 PSF DATE 041 28/08 OTHF RW[5E INDICA FE0 TOP CHORD 511A LL HAVE Pft OPERLY ATTACHED STRUCTURAL. PANELS AND BOTTOM CHORD SHALL HAVE N A PROPERLY ATTACHED RIGID CEILING. _y ti BC DL 5.0 PSF DRW HCUSR235 08119037 AAF A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. LIN BCG. INC. SHALL NOT 1� / ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WIT BC LL 10.0 PSF HC-ENG AK/DLJ TPI: OR FABRICATING. HANDLING, SHIPPING, INSTAI.LING b BRACING OF iRUS SE S. -- I. yST DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFSPA) AND TPI. IIW PCG ��* *w A ice* T 0 T.LD. 55.0 P S F S E Q N 174908 CO NN E CIOR PLATES ARE MADE OF 20/18/16GA (W.H/SS/N) ASTM A653 GRADE 00/60 (W. K/H,SS) GALV. STEEL. APPLY I•�/O R1QT*- PLATNS 111 EA CII FACE OF 1RU55 ANO. UNITE SS OFHERW ISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 16OA-L. ` `�r I�,} ITW BU/Id/n L;OI11 ANY INSPECTION DF PIAIES FOLLOWED BY (1) SMALL BL PER ANNEX A3 OF TPI]-2002 5EC.3. A SEAL ON THIS SS�QIVA�Y"� D U R.FAC. 1.25 F R O M L R Cc= g ponews Group InC. DRAWING INDICATES ACCEPTANCE OF PRf1FFSS[ONAL ENGINEERING RESPONSIBILITY SOI.FLY FOR THE IN[[ COMPONENT LY� Halne$Clt},FL 33844 BUILGIN61DE51GNFft IPE R'L'T.'PIT1 SND IIZE OF THIS COMPONENT FOR ANY BUILDING IS THE RFSPONS1OIl1IY OF THE FL Certificate of Authorization#.0 279 Apr 2 SPACING 24.0" JREF- 1TH2235_Z02 II11J UWU VKLPAKLU TKUM 1,(JM1-`UItK INPUI (LUAU) & UIMLNJ1UNJ) JUbT111 1tU BY IKU�,�, MFH. (718608-(OCEAN BLVD )L11812 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** A42) x Top chord 2x4 SP #2 :T1 2x4 SP #1 Dense: 120 mph wind, 22.90 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 Al 2x6 SP #1 Dense: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 :W2 2x4 SP #2: DL-4.0 psf, wind BC DL=3.0 psf. Iw=1.00 GCpi(t/-)-0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. Calculated horizontal deflection is 0.19" due to live load and IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0.18" due to dead load. CHORD SPACING(IN OC) START(FT) END(FT) TC 40 10.71 18.13 Deflection meets L/360 live and L/240 total load. TC 34 18.13 28.83 BC 57 0.15 6.73 NOTE:Specified hanger(s) based on Southern pine lumber values. BC 66 6.73 13.00 Refer to hanger manufacturer's product catalog for BC 62 13.00 28.71 proper applications HANGER - Simpson HUS26 or equivalent. H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. H0610z-- 1.5X4 III 4X8= 1.5 X 4 III 3 X 4 Tl 5 H1315 B1 3 20-7-6 4X12(A1) 3 4X10= 3X4= 1.5X4111 3X6(Al) 10-8-8 7-5-0 10-8-8 6-8-12 6-3-4 15-10-0 28-10-0 Over 2 Supports R=1758 U=796 W=5.5" R=-1630 U=727 Design Crit: TPI-2002(STD) /FBC PLT TYP. 20 Gauge HS,Wave C RT=1.25(1.25) /5(2) 7.33.011 QTY:1 FL/ 4/-/-/R/- Scale =.25" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. "•• • T C L L 20.0 P S F R E F R 2 3 5 57214 REFER TO BC SI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLAIT INSTITUTE. 218 .••• �• NORTH IEE STREET, Sif I TE 312. ALEXAHDR IA. VA. 21314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 `V ENTERPRISE LANE, MAD15ON, WT 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS T C D L 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `* **IMPORTANT**FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BCG, INC. SHALL NOT BC DL 5.0 PSF DRW HCUSR235 08119038 ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUII.B THE TRUSS IN COMFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING 8 BRACING OF TRUSSES. �: T TE B C L L 10.0 P S F HC-ENG AK/DLJ DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFSPA) AND TPI. FEW BCG w Pf TOT.L.D. 5 5.0 P S F S E A N 174977 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,II/SS/K) ASTM A653 GRADE 40/60 (W. K/H.SS) GALV. STEEL. APPLY •• /`��R'D••• PLATES TO EACH FACE OF TRUSS AND. UNLESS OT IIF RW[SE LOCATED UN THIS DFSIGN. POSITION PER DRAWINGS 160A Z. ❑1NBuildin Com ^NY 'NSPECT U01 OF PLATES FOLIOWEO BY (;) SH AIL BE PER ANNEX A3 OF TPII 1012 SEC.3. A SEAL ON IHIs t7-`- ~� D U R.FAC. 1.2 5 FROM L R 9 POnBIIfS Group lnc. DRAWING 1NUICATES ACCE PTANCF OT PROFESSIONAL ENGINFF RI NG RF SPONtIft ILIIY COI ELY TOR THE TRII SS COMPONENT v A Twines City,FL 33844 DESIGNHTHE SUTD USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBTLITY OF THE FL Certificate of Authorisation#.0 278 BUILDING DESIGNER PER NSI/TPI1 SE Apr 2 SPACING 24.0" JREF- 1TH2235_ZO2 I IT 13 UWU MKLFAKLU YKUM EUMFUIEK INFU I (LUAU) 6 UIMENJIUNJ) �)UMMIIILD by IKU�,J Mt K. (71860B-(OCEAN BLVD )L/1872 OCEAN GROVE/DUVAL - ATLANTIC BEACH, ** A43) Top chord 2x4 SP #2 :T1 2x4 SP #2 Dense: 120 mph wind, 23.32 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x6 SP #1 Dense :B2 2x4 SP #2 Dense: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC :133 2x4 SP #2: DL=4.0 psf, wind BC DL=3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Webs 2x4 SP #3 :W3 2x4 SP #2: Wind reactions based on MWFRS pressures. Roof overhang supports 2.00 psf soffit load. Calculated horizontal deflection is 0.19" due to live load and IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0.17" due to dead load. CHORD SPACING(IN OC) START(FT) END(FT) TC 18 -1.33 12,71 Deflection meets L/360 live and L/240 total load. TC 41 12.71 16,13 TC 29 16.13 28.83 NOTE:Specified hanger(s) based on Southern pine lumber values. BC 56 0.15 6.73 Refer to hanger manufacturer's product catalog for BC 62 6.73 13.00 proper applications BC 61 13.00 28.71 HANGER - Simpson HUS26 or equivalent. H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information, 4X4= 4X8= 4X10 1.5X4111 3 X 4 1 .5X4= 5 )— � 5 W3 H1315= �2 +0-7-6 3 B3 3X6(Al) 4X12(A1) 6X10= 3X4= 1.5X4 111 12-8-8 3-5-0 12-8-8 6-8-12 6-3-4 15-10-0 28-10-0 Over 2 Supports R=1758 U=807 W=5.5" R=1630 U-737 Design Crit: TPI-2002(STD) /FBC PLT TYP. 20 Gauge HS,Wave Cq/RT=1.25(1.25) /5(2) 7.33.011 QTY:1 FL 4/ -/R/- Scale =.25"/Ft. **WARNING** TRUSSES RFOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. 5...�� T C L L 20.0 P S F R E F 8 2 3 5 57215 REFER TO'CSI (BUILDING COMPONENT SAFETY INFORINAI.BN), PUBLISHUD BY TPI (TRUSS PLATE INSTITUTE. 218 ��•��.-A NORTH LEE STREET. SUIT, 312, ALEXANDRIA, VA. 22314) ANp WE CA (WOOD TR DSS COUNCIL OF AMERICA. 6300 ENTERPRISE LANE. MADISON. NI 53)19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS C Tli D L 2 D.0 P S F DATE 04/28/08 DILERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCFURAL PANELS AND BOTTOM CHORD SHALT HAVE �� .� A PROPERLY ATTACHED RIGID CEILING. y BC DL 5.0 PSF DR W HcusR235 08119039 **IMPORTANT**FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ITW BCG, INC. SHALL NOT l� /` ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH . B C L L 1 0.0 P S F HC-ENG A K/D L J TPI; OR fABRIf.ATING. HANDLING. SHIPPING. TNSTAILING & BRACING 0i TRUSSES. �' TATE OF OI SIGN CONE OR NS WITH AP'LICABLE: PROVISIONS OF NUS (NATIONAL DESIGN SPEC. BY AF dPA) AND TpI. IlW BCG ±. ��. TOT.L D. 55.0 P S F S E Q N 174971 CONNECTOR PLATES ARE MADE OF 20/1R/16GA (W.H/SS/K) ASTM A553 GRADE 40/60 (N, K/H,SS/ GAL V. STEEL, APPLY A C O R�0 PLATES /0 EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAM NGS IEDA Z. • �..� FROM ITW Building ComponentsGrou Inc. ANY TNSPECnDN OF PIATLS FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TF11-2002 ST,C.3. A SEAL ON THIS OUR.FAC. 1.25 FRQI I LR 9 p DRAM NO INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Haines City,FL 33844 DESIGN SHOWN DESI6NER THEPER SANSI/TP ITT SED USE OF THIS COMPONLNT FOR ANY BUILDING IS THE RESPONSIBILITY OF 111E FL Certificate o£Authorization#0278 Apr SPACING 24.0" JREF- 1TH2235_Z02 IH17 UWI. I'KtPAKtU EKUM (,UMVUILK INVUI (LUAUJ 5 U1MINJ1UNJ) JUHMIIILL) by IKUJJ MEN. (7186OB-(OCEAN BLVD )L71812 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** A44) Top chord 2x4 SP #2 120 mph wind, 23.68 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (i-/ )=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. �r (A) Continuous lateral bracing equally spaced on member. Or 2x4 (B) Continuous lateral bracing equally spaced on member. Or 2x6 #3 or better "T" brace. 80% length of web member. Attached with #3 or better "T" brace. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L1240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 41 -1.33 14.42 Shim all supports to solid bearing. TC 80 14.42 30.17 BC 81 0.15 6.73 BC 78 6.73 13.00 BC 75 13.00 28.83 5X6= 1.5X4111 5 4X4% (B) 3 X 4 5 r (A) 5X6= 3 20-7-6 5X6= 1.5X4111 3X4(A1) 4X8= 3X4(A1) 14- - 17-11-4 �1 7"$ 14-5-0 14-5-0 6-8-12 6-3-4 15-10-0 28-10-0 Over 3 Supports R=745 U-358 W=5.5" R=2675 U-1207 W=5.5" R=86 Rw=244 U=186 W=3" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.25(1.25) /5(2) 7.33.0114 QTY:5 FL/-/4/ -/R/- Scale =.25F' Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. T C L L 20-0 P S F R E F R 2 3 5 5 7216 REFER "5CSI BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE 1HSIITUTF, 218 NO R TO LEE Si NEST, SUITE 3I 2. ALE%A PE R IA. VA, 22314) AND WTCA (MOOD TRUSS COUNCIL OF AMERICA. 6300 "•�,•f[1"�""" /` EN T I.RPRISE LANE, MADISON, MI 53]19) FOR SAFETY PRACTICES PR T OR TO PERFORMING THESE FI'MCTIONS. UNLESS �7 Tl. D L 2 0.0 P S F DATE 04/28/08 OTHERWISE INOIC.ATEO TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE �. "" i A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW HCUSR235 08I19040 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TD THE INSTALLATION CONTRACTOR. ITN BCG, INC. SHALL NOT * 1 ALPINE BF RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH 1f B C L L 10.0 P S F H C-ENG AK/DLJ TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. STATE O DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. 11W BCG TOT.L D. 55.0 P S F S E Q N 174912 CONNECTOR PLATES ARE MADE OF 20118/16GA (W.H/SS/K) AS IM A653 GRADE 40/60 (W, K/H,SS GALV. STEEL. APPLY ELATES TO EACN FACt OF TRDSS nNO. IT OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAHINGS 160A Z. R�QPf " AN' INSPECTION OF 6LATE5 FOLL(1OFD NINE,S OHALL BE PER ANNE% A3 OF IPI1-2002 SOLC.ELY A SE AI ON THIS s'S/ONA1. 6� D U R.FAC 1.25 F R 0 M L R In'tT 81r%IfllriB Components Group Inc. DRAWING TNDICA TES ACLCPIANCF OF PROFESSIONAL ENGINEERING RFSPONS[B LI TiY SGLFLY FOR THE TRUSS COMPONENT Haloes City,FL 33044 BUILDIDESIGNG DF SIGNEN TPER HE SLINSI/TPIITAB IFT1 SEC.USE OF THIS COMPONF.NT FOR ANY BUILDING IS THE RF SPONSIBI LI TY OF THE FL Certificate of Authorization#0 278 Apr SPACING 24.0" JREF- 1TH2235_ZO2 IM1�, DWI, PKIEF'AKtU YKUM UUMPUILK INPUT (LUAU) 6 U1MtNJ1UNJ) JUaM111LU MY IKUJ�> MLN. (718606 (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** A45) Top chord 2x4 SP #2 120 mph wind, 23.36 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #1 Dense :B3 2x4 SP #2 Dense: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. e (A) Continuous lateral bracing equally spaced on member. Or 2x4 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: #3 or better "T" brace. 80% length of web member. Attached with CHORD SPACING(IN OC) START(FT) END(FT) 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. TC 28 -1.33 9.00 TC 32 20.00 23.92 Deflection meets L/360 live and L/240 total load. TC 26 23.92 31.46 TC 24 31.46 34.46 Calculated vertical deflection is 0.53" due to live load and TC 27 34.46 41.17 0.48" due to dead load at X = 19-8-8. BC 50 0.15 39.69 5X6= 5X8= 3X4= 7X8- 5 r 5 3 X 4 1.5X4 gXg_ 6X8= (A) � 5 5 r 20-7-6 B3 3X10(133) 3X4= 4X4= H0610= 5X8= 4X4= H0610= 3X10(133) _ 1.5X4111 1-4-0 1-4-0 9-0-0 I 11-0-0 13-11-0 I 7-6-8 _1_3-0-0_1_ 5-4-8 J 39-10-0 Over 2 Supports =i R=2374 U=928 W=5.5" R=2374 U=926 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. 20 Gauge HS,Wave Cq/RT=1.25(1.25) /5(2) 7.33.0114 QTY:1 FL/-/4/ -/R - Scale =.1875" Ft. —WARNING— TROSSFS REQUIRE EXTREME CARE: IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. T G L L 20.0 P S F R E F R235-- 57217 REFER i0'C" (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 �•.••� ..... _ NORTH LEE STREET, 5UII1 312. ALE%A NOR IA. VA, 22314) A N 0 WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 T C D L 20.0 P S F DATE 04/28/08 ENTERPRISE LANE. MADISON. VII 531 T a) FOR SAFETY PR111I11ES PRIOR TO PERFORMING THESE FUNCTIONS. UNIESS ��.� O IHINW ISE INDICATED TOP CH OHD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AN 0 BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. o. 12 BG DL 5.0 PSF DRW HCUSR235 08119041 —IMPORTANT**FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG. INC. SHALL NOT y ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DTSIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH R BC LL 10.0 P S F HC-ENG AK/DLJ TIT: OR FABRICATING. HANDLING. SHIPPING. INSTALLING S BRACING OF TRUSSES. DESIGN CONFORMS WITH APPI-ICABIE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&CA) AND TPI. ITN BCG TOT.L D. 5 5.0 P S F S E Q N 174990 CONNECTOR PLAT IS ARE MADE OF 20/18/16GA (N.IT/SS/K) ASTM A653 GRADE 40/60 (W, K/It.SS) GALV. STEEL. APPLY PLATES TO EACH FALL OF TRUSS AND, UNLESS OTHERWISE LOCATED ON IBIS DESIGN. POSITION PER DRAWINGS 160AR10Pft1 ITYY Building Components Group Inc. ANY INSPECTION OF PLACES FOLLOHFD BV (i) SHALL BE PER ANNE% A3 HE ".I 2002 SFC.3. A SEAL ON THIS •• /0 \�. D U R.FAC. 1.25 FROM L R 9/� on pA p DRAWING INDICATES ACCEPTANCE OF PR O.F SS10N AL ENGINEERING RESPONSIBILITY SOL FI.Y FOR IOF TRUSS COMP O NF NT Hames CI FL 33844 BES"" SN""- THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY BUILDING 15 IBE RESPONSIBILITY OF FHL City RUILDING DLSIGNER PER ANSI/TPI I SEL. 2. Ap SPACING 24.0" JREF- 1TH2235_Z02 FL Certificate of Authorization#0 278 IMIJ UWG FREFAKtU YKUM -UMPUILK 1N FU (LUAUS 6 UIMtN�,lUNJ) JUMM111tU MY IKUJJ MIK. (718608-(OCEAN BLVD )L71812 OCEAN GROVE/DUVAL - ATLANTIC BEACH, ** A46) Top chord 2x4 SP #2 :T2 2x4 SP #1 Dense: 120 mph wind, 23.36 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 Dense :B2 2x6 SP #1 Dense: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC :B3 2x4 SP #1 Dense: DL=4.0 psf, wind BC DL=3.0 psf. Iw=1.00 GCpi (+/ )-0.18 Webs 2x4 SP #3 Wind reactions based on MWFRS pressures. Roof overhang supports 2.00 psf soffit load. .� (B) Continuous lateral bracing equally spaced on member. Or 1x4 (A) Continuous lateral bracing equally spaced on member. Or 2x6 #3 or better "T" brace. 80% length of web member. Attached with #3 or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. 16d Box or Gun (0.135"0.5",min.)nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 27 -1.33 7.00 Calculated vertical deflection is 0.59" due to live load and TC 21 7.00 18.00 0.54" due to dead load at X = 17-10-4. TC 24 18.00 23.92 TC 25 23.92 29.46 TC 28 29.46 32.46 TC 27 32.46 41.17 BC 54 0.15 39.69 5X8= 5X10= 1.5X4 111 10X<(A) � 5 7X6= 5X8=1.5X4 T2 1.5X4(B) - 5 Z: B2 20-7-6 3X4= H1315= 1.5X4111 7X10= B3 4X4= 3X4= 3X10(63) 3X10(B3) 1-4-0 1-4-0 i 7-0-0 I 11-0-0 I 5-11-0 I 5-6-8 _L_3 0-0-1- 7-4-8 I 39-10-0 Over 2 Supports _1 R=2374 U=929 W=5.5" R=2374 U-926 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. 20 Gauge HS,Wave C /RT=1.25(1.25) 5(2) 7.33.011 0TY:1 F`L -/4 -/- R/- Scale =.1875"/Ft. **WARNING** TRUSSFS REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND BRACING. C, T C L L 20.0 P S F R E F R235-- 57218 RFFER TO BCSI (BUTT DING COMPONENT SAFETY INFORMAL ION), PUBLISHED BY TPI (!FUSS PLATE LOOSE I TD TE, 218 (� NORTH I. STREET. SO 31L, ALEXANDRIA. VA, 22714) AN NT CA (N OOO TRUSS COUNCIL OF AMERICA. fi3OO ", /` ENTERPRISE IANE, MADISON, HI 53]19) FOR SAFETY PRACTICES PRIOR TO PLRFORMING THESE (UNCTIONS. ONLESS V *v Tl. D L 2 0.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP Cf1Oft0 SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANEL 9 Ap BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �Q ' y BC DL 5.0 ESE DR W HCUSR235 08119042 -IMPORTANT-FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN HCG, INC. SHALL NOT ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH i B C L L 1 0.0 P S F HC-ENG A K/D L J TPI; OR FA6RICAFING, IIANOLING, SHIPPTNG. INSTALLING d GRACING OF TRUSSES. �' :* TATE OF DF SIGN CONFORMS NITH APPLICAHEE PROVISIONS OF NDS (NAT(0RAI DESIGN SO FC. BY ATBPA) AND IPI. IIW BCG CONNECTOR PLATES ARE MADE OF 20/18/I5GA (W,I/SS/X) ASTM AG 53 GRADE 40/60 (N, K/H.SS) GAIY. STEEL. APPLY "�•"��j O��QP�\ TOT.L.D. 5 5.0 PSF S E Q N 175000 PLATES TO EACH FACE OF TRUSS ANO. UNLESS OTHERWISE LOCAT'D ON THIS DESIGN, POSITION PER DRAWINGS IG-A 2. ANY INSPECTION OF PL AIES FOL(.OWED BY (i) SHALL GF PER ANNEX A3 OF TPI1-LOOS SCC.3. A SEA 1 AI ON IH S (�io�� D D R.F A C 1 r1 5 F R UI'I L R In`{181I11d/n(J C/vORlpOpIIE/1tS OG�O1�p�lIC. pNANING INDICATES ACCEPTANCE OF PROFESSIONAL FNGlNFERfNG RESPONSIBILITY SOLELY FOR THE END SS COMPONENT li L flame$City,FL 33044 BDI, INGHO F SI G NERI PER SA NSI]TPIi] SFABU OIL OF THIS COMPONCNI IDI ANY BU II DING [S THF RESPONSIBILITY OF TIIE FL Certificate of Authorization NO 278 Apr SPACING 24.0" JREF 1TH2235_Z02 IHIS UWU 1'KtPAKtU THUM I,UMPUItK 1WPU1 (LUAU) A U1MLW IMI) SUDM111tU by MUSS MFK. (718608-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** A47 2- PLY) Top chord 2x4 SP #2 2 COMPLETE TRUSSES REQUIRED Bot chord 2x6 SP #2 :63 2x4 SP #2: Webs 2x4 SP #3 Nailing Schedule: (0.131"x3"_Gun nails) Top Chord: 1 Row @12.00" o.c. SPECIAL LOADS Bot Chord: 1 Row @12.00" o.c. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Webs : 1 Row @ 4" o.c. TC From 83 PLF at -1.33 to 83 PLF at 5.00 Use acing between rows an equal spacing stagger TC From 132 PLF at 5.00 to 132 PLF at 10.86 p gger nails in each row to avoid splitting. TC From 83 PLF at 10.86 to 83 PLF at 41.17 BC From 4 PLF at -1.33 to 4 PLF at 0.00 120 mph wind, 23.36 ft mean hgt, ASCE 7-02, CLOSED bldg, Located BC From 30 PLF at 0.00 to 30 PLF at 5.00 anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC BC From 50 PLF at 5.00 to 50 PLF at 10.86 DL=3.0 psf. Iw=1.00 GCpi (+/-)=0.18 BC From 30 PLF at 10.86 to 30 PLF at 39.83 BC From 4 PLF at 39.83 to 4 PLF at 41.17 Wind reactions based on MWFRS pressures. TC 268 LB Conc. Load at 10.86 BC 296 LB Conc. Load at 5.00 Roof overhang supports 2.00 psf soffit load. BC 1722 LB Conc. Load at 10.86 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 71 -1.33 5.00 TC 62 5.00 16.00 TC 103 16.00 23.92 TC 48 23.92 27.60 TC 36 27.60 30.60 TC 120 30.60 41.17 BC 97 0.15 39.69 5X6= 1.5X411! 5 5 r 5X6= 5X6= 5X6= 3X4= 3X6= 5X6= 1.5X4 5 5 � �20-7-6 1.5X4111 3X4= 7X6= 3X6= 7X10= 3X10= 3X4= B3 5X6(Al) = 3X6(Al) _ 1-4 0 , 4 0 21-11-12 ,I 1 5-0-0 ( 11-0-0 I 7-11-0 13-8-4 1 3-0-0 j 9-2-12 1 39-10-0 Over 3 Supports -J R-2104 U=854 W-5.5" R=5145 U-2087 W=3.5" R=188 U=338 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) 5(2) 7.33.011n4.4%%, QTY:1 FL/-/4 -/R/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE E%TRFME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. ( T C L L 20.0 P S F R E F R 2 3 5 57219 REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY IPI (TRUSS PLATE INSTITUTE, 218 w`/•�•• E (�'••� NORTH LCE STREET. SUITE 312. ALEXANDRIA, VA, 22]14) ANU WTCA (W 00a TRUSS COUNCIL OF AMERICA. 6300 �`1 ♦V V /` ENTERPRISE LAN[, MA S(1N, WI 5]]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING "EST FUNCTIONS. UNLESS �•: •�V T L D L 20.0 P S F DATE 04/28/08 OTHERWISF INDICAIFB TOP CHORD SMALL IIAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHA1.1. HAVE $ 21 A PROPERLY AnncHED RIGID cEulNc. ` L BC DL 5.0 PSF DRW HCUSR235 08119055 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITR BCG, INC. SHALL NOT n ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIIURE TO BUILD THE TRUSS IN C.OMFORMANCE WITH BC LL 10.0 PSF HC-ENG AK/DLJ TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING 5 BRACING OF TRUSSES. A". S DESIGN COWORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAI DESIGN SPEC, BY AFRPA) AND TPI. ITW BCG �'•• �.� P..•• TOT.L D. 55.0 P S F S E Q N 175050 CONNECTOR PIAIES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A651 GRADE 40/60 (W. K/11,SS) GALV. STFFL. APPLY /� ••••" O,• • \ PLATES TO FACH FACE OF TRUSS AND, UNLESS OIHFRWISF LOCATED ON THIS DESIGN. POSITION PER DRAWINGS LOU A fl 171NBuiidin ComponentsCflT7U MC. ANY INSPECTION OF PLATES FOI.IOWEU BY (i) SIIALI- BF PLR ANNE% A3 OF TPI)-IDBS SEC.]. A SF AL ON THIS S,0�/�'�11•* pUR.FAC. 1.25 FROM LR 9 City, A/ P DRAWING INDICATES ACCEPTANCE DF PROF FSSIONAL ENGINEERING RESPONSLB II IFY SOLEI.Y FOR THE TRUSS COMPONENT Haines City,FL 33844 DESIBUILGNIDE"I RIUL SUITABILITY AND SEC_USE OF THIS COMPONTNI FOR ANY BUILDING 1S THE RESPONSIBILITY OF THE FL Certificate NG ofAuthori7adon#0278 Apr 28 SPACING 24.0" JREF- 1TH2235_ZO2 I M I J UNU KKtVAX ELF EKUM (,UMVUILK 1NYU1 (LUAUS 6, UIMLNJIUNS) JUMMIIILU MY IKU�SJ MER. (718606-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH. ** A48 2- PLY) Top chord 2x4 SP #2 2 COMPLETE TRUSSES REQUIRED Bot chord 2x6 SP #1 Dense Nailing Schedule: (0..131"x3"_Gun nails) SPECIAL LOADS Top Chord: 1 Row @12.00" o.c. ------ (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) Bot Chord: 2 Rows @ 5.00" o.c. (Each Row) TC From 83 PLF at -1.33 to 83 PLF at 5.00 Webs : 1 Row @ 4" o.c. BC From 4 PLF at -1.33 to 4 PLF at 0.00 Use equal spacing between rows and stagger nails BC From 30 PLF at 0.00 to 30 PLF at 5.00 in each row to avoid splitting. BC 1630 LB Conc. Load at 1.73, 3.73 120 mph wind, 21.72 ft mean hgt, ASCE 7-02, CLOSED bldg, not Wind reactions based on MWFRS pressures. located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 82 -1.33 5.00 NOTE:Specified hanger(s) based on Southern pine lumber values. BC 58 0.15 5.00 Refer to hanger manufacturer's product catalog for proper applications HANGER - Simpson HHUS26-2 or equivalent. H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require R=268 U=149 different connections than indicated. Refer to manufacturer publication for additional information. 22-8-15 5 2 5 1 20-7-6 2X4(Al) �1-4-0- L—5-0-0 Over 3 Supports R=1954 U=899 W-5.5" R=1722 U=735 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.25(1.25) 5(2) 7.3 3.0 1 1,40o§g)", OTY:1 FL/-/4/ -/R/- Scale =.5" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. �.•'•-"� TIC LL 20.0 P S F R E F R235-- 57220 REFER TO BCS. (BIIILDING COMPONFNI SAFETY INFORMATION). PUBLISHED BV TPI (TRUSS PLATE 1N5TITD TE. 218 NOR1IT LEF STREET, SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (HOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LANE. MADISON, Wl 53)19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS TC DL 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CIIORU SHALL IIAE *� A PROPERLY ATTACHED RIGID CEILING. „O 5 Z y BC DL 5.0 PSF DR W HCUSR235 08119043 **IMPORTANT**rURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG. INC. SHALL NOT l� ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE ]ROSS IN COMFORMANCE WITH BC LL 10.0 PSF HC ENG AK/DLJ TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. TATE OF DESIGN CONFORMS WITH APPIICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ITW BCG *• TOT.L D. 55.0 P S F S E O N 174982 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,11/SS/K) ASTM A553 GRADE 90/60 (W. K/H.SS) GALV. STEEL. AP PLV **�O��O�f" PLATES TO EACH FACE IF TRUSS AND, IINLFSS OTEFRWISF I.O CAIED ON THIS DESIGN. POSITION PER DRAWINGS 150A Z. 11YVBuildi Components Group Inc. ANV INSPECTION OE PLATES FDILDW[O BY (i) SHALL 9E PER ANNE% Al OF IPI1-2002 SEC.3. A SEAL ON THIS ss��NAi. G\ D U R.FAC. 1.25 F ROM L R City, p P DRAWING INDICATES ACCIPIANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR FEE TRUSS COMPO NF NT HamesClty,FL 33044 DESIGN SIIONN. HE SUITABII FTI AND USE OF THIS COMPONENT FOR ANY 6UIIDIHG IS THE RCSPONSIBILIIY OF 111E BUILDING DESIGNER PFR ANST/TPI I SFC. 2. Apr SPACING 24.0" JREF- 1TH2235_Z02 FL Certificate of Authorization 4 0 278 IM1J UWU PRLPARtU EHUM EUMPUItR lNPUI (LUAU) N UIMtNJIVN�0 JUMMIIILU ISY IRUJJ MIK. (718608-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** 850) Top chord 2x4 SP #2 SPECIAL LOADS Bot chord 2x4 SP #2 :B2 2x4 SP #1 Dense: --- --(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Webs 2x4 SP #3 TC From 83 PLF at 1.33 to 83 PEE at 3.71 TC From 83 PLF at 3.71 to 83 PLF at 8.37 120 mph wind, 23.40 ft mean hgt, ASCE 7-02, CLOSED bidg, Located TC From 83 PLF at 8.37 to 83 PLF at 17.75 anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC TC From 83 PLF at 17.75 to 83 PLF at 21.13 DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 BC From 4 PLF at -1.33 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 7.46 Wind reactions based on MWFRS pressures. BC From 30 PLF at 7.46 to 30 PLF at 14.06 BC From 30 PLF at 14.06 to 30 PLF at 21,13 Roof overhang supports 2.00 psf soffit load. TC 80 LB Conc. Load at 3.71 TC 98 LB Conc. Load at 4.77, 6.77 (A) Continuous lateral bracing equally spaced on member. Or 1x4 BC 24 LB Conc. Load at 3.71 #3 or better "T" brace. 80% length of web member. Attached with BC 42 LB Conc. Load at 4.77, 6.77 8d Box or Gun (0.113"x2.511,min.)nails @ 6" OC. Right end vertical not exposed to wind pressure, IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 33 -1.33 3.71 TC 28 3.71 8.37 4X4=- TC 32 8.37 17.75 TC 44 17.75 21.13 --j 5 BC 64 0.46 7.46 5X6 BC 48 7.46 14.06 BC 65 14.06 21.13 5 1- 3X4(R) (A) 6X6= 5X8- 1.5X4111 4-4-10 5 r-- J 3 7X6= 3 2 3X12 20-7-6 1.5X4111 H0610= 3X6(Al) = 1.5X4 III 11-4-0-'-W" 3-8-8 4-7-14 9-4-9 3-4-8 7-5-8 6-7-4 7-0-12 21-1-8 Over 2 Supports R=1644 U=796 W=311 R=1255 U-583 W=5.51' Design Crit: TPI-2002(STD) /FBC PLT TYP. 20 Gauge HS,Wave Cq/RT=1.25(1.25) 5(2) 7.33.011 QTY:1 FL/-/4 R - Scale =.3125" Ft. **BARN ING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. •� *� C L L 20.0 P S F R E F R 2 3 5 57221 REFER TO SCSI (BUILDING COMPORT NT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STREET, 5111 TE 312, AT EX ANDRIA, VA, 12314) ANU WT CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LANE. MADISON. WI 53110) FOR SAFETY I'RACT[CES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS I TC DL 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS'AND BOTTOM CHORD SHALL HAVE /p A PROPERLY ATTACHED RIGID CEILING. o42 2 * ' TT -IMPORTANT-FURNISH A COPY OF THIS DESIGN t0 THE INSTALLATION CONTRACTOR. ITW BCG, INC. SHAIL NOT C DL 5.0 PSF DRW HCUSR235 08119056 ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH c B C L L 1 0.0 P S F H C-E N G AK/DLJ TPI; OR FABRICATING, HANULI NG, SHIPPING, INSTALL)NG A BRACING OF IRUSSES. S AT OF DESIGN CONFORMS HITH AP PIICABLE PROVISIONS OF NDS (NATTONgI DESIGN SPEC. BY AI.PA) AND TPI. ITW 9CG PfI* TOT.L D. 55.0 P S F SEAN 175290 CONNECTOR PLATES ARE MAD, OF 2D/IB/FOGA (W,H/SS/RI ASTM A653 GRADE 40/60 (W. R/H,SS) GALV. STELL. APPLY .O RIO.. PI ATES TU EACH FAC'OF TRUSS ANO, ON OIUERWISE LO CAT EO ON I[]IS DESIGN, POSITION PER DRAWINGS 160A-2. • f` 11W Building ComponentsGrou Inc. ANY INSPECTION OF PLATEC FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF FEE I.20oz LEI,.3. A SEAT, ON THTS .•�Q1VAtE��° DUR.FAC. 1.25 FROM LR H ppAA,,11 P DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINCE RING RF SPONSIBIL TTY SOLELY FOR THE TRUSS COMPONENT V N Hames CIty,FL 330YY BUILD NGH DESIGNER THER SCIIABANSI/TPITI SED USE OI THIS COMPONENT FOR ANY BUILDING /S THE RESPONSIBILITY OF THE FL Certificate CiAuthorization#0 278 DESIGN Apr SPACING 24.0" JREF 1TH2235_ZO2 I111J UWU NKtVAKtU THUM I,UMFUItK 1NFU1 (LUAIIJ h U1P1tNJ1UN�) JUMM111tU HY IKUJJ MIR. (7186OB- (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL -- ATLANTIC BEACH, ** 851) Top chord 2x4 SP #2 120 mph wind, 23.40 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-4.0 psf, wind BC DL-3.0 psf. Iw-1.00 GCpi (+/-)-0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) TC 41 -1.33 5.71 Deflection meets L/360 live and L1240 total load. TC 44 5.71 10.37 TC 42 10.37 17.75 TC 44 17.75 21.13 BC 70 0.46 7.46 BC 54 7.46 14.06 BC 87 14.06 21.13 5X6= 5 1.5X4 III 5 r- 1.5X4 III 5X12= 5X6= 4-4-10 5 6X8= 1.5X4111 20-7-6 5X6= 3X4(Al) = 3 X 4 �1 4 05"8 5-8-8 4-7-14 7-4-9 3-4-8 7-5-8 6-7-4 7-0-12 21-1-8 Over 2 Supports R=1348 U=595 W=31' R=1167 U=552 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) /5(2) 7.33.0114. QTY:1 FL/-/4/-/-/R/- Scale =.312511/Ft. -WARNING- TRUSSES RE OUIRE FX TRE MF CARE IN CAERICA IION, MANDLING. SHIPPING, INSTALLING AND BRACING. , T C L L 20.0 P S F R E F R235- 57222 REFER TO BCS, (BUILDING COMPONENT SAFE IY INFORMATION), PUaLISHFD BY TPI (TRUSS PLATE INSTITUTE, 218 S•�••.•••••••••• • w NORTH LEE STREET, SU11E 312ALEXANDRIA. VA, 2237A) AND WTCA (WOOD TRUSS CO IT NCIL OF AMERICA, 6300 11 �• ENTERPRISE LANE. MADISON, NiI 53119) FOR SAFETY PRACIICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS V TC DL 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE N C •V A PROPERLY ATTACHED RIGID CEILING. No 5 12 BC DL 5.0 PSF DRW HCUSR235 08119057 -IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALIATION CONTRACTOR. ITW BCG, INC. SHALL NOT r BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH ALPINE IPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING 8 BRACING OF TRUSSES. : ' BC LL 10.0 P S F HC-ENG AK/DLJ DESIGN f,ONFORMS W1111 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFEPAI AND TPI. [TW BCG �O•• STA OF CONNECTOR PLATfS ARE MADE OF n1 180/16G (W.H�SS�K) ASTM A663 GRA.1 GO/60 W. K/MISS) GALV. SIFFL. APPLY ww • TOT.LD. 55.0 P S F S E O N- 175294 PLATES 10 EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160AZ. ••^�O R10 t7YY9u/�dln Components GlOU Inc. ANY INSPECTION OF PLATES FDLLOHED BY III SHALT. BE PER ANNE% AJ DF TPI,-2012 SEC.3. A SEAL ON THIS f•• t' (� 9 �� pA,1 P DRAWING I"O`N IS ACCE PT ANf,E OF PR 0I CSSIO NPI ENGINEERING RESPO NS II IiY SOLELY FOR lick iRli55 CDMPONE Ni DVR FAC 1 25 FROM LR Haines City,FL 33844 DESIGN GHD ESI GNER THESUITABILITYSUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THF RESPONSIBILITY OF THE FL Certificateo£Authonzahon#0278 ANSI/TP, I SEG. 2. Apr SPACING 24.0" JREF- 1TH2235_ZO2 IITIt, UWU PHIL VAR LETT FKVM L,UMVUILK INVUI (LUAU) S UIMEN�IUNJ) JUt MIIItL by IRUJJ MF N. (7186OB- (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL - ATLANTIC BEACH, ** B52) Top chord 2x4 SP #2 120 mph wind, 23.40 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-4.0 psf, wind BC DL-3.0 psf. Iw-1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) TC 41 -1.33 7.71 Deflection meets L/360 live and L/240 total load. TC 51 7.71 12.37 TC 38 12.37 17.75 TC 44 17.75 21.13 BC 69 0.46 7.46 BC 59 7.46 14.06 BC 87 14.06 21.13 5X6= --j 5 5 F- 1.5X4111 5 X 6 5X6== 1.5X4 4-4-10 5 [- 5X6(R) III 3 3 20-7-6 6X10=- 3X4(Al) X10=3X4(Al) = 3 X 4 11-4-0� 7-8-8 4-7-14 5-4-9 3-4-8 7-5-8 6-7-4 7-0-12 21-1-8 Over 2 Supports R=1348 U=595 W=3" R=1167 U=552 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C RT=1.25(1.25) /5(2) 7.3 3.0 11 4Lisismomft, QTY:1 FL/ 4/ R - Scale =.3125"/Ft. "*WARNING" IRUSSLS RFOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. 1/ T C L L 20.0 P S F R E F R235- 57223 REFFR TO'CSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISIIFD BY TPI (TRUSS PLAIE INSTITUTE, 218 S•��..• NORTH LEE STREET. SUI TF 3I1, ALEXANDRIA. VA. 22314) AND WTCA (HOOD TRUSS COUNCIL OF AMERICA. 6300 (` ENTERPRISE LANE. MADISON. WI 53/19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS �• �.� T C D L 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE _ A PROPERLY ATTACHED RIGID CEILING. ��• NIL 2 BC DL 5.0 PSF DRW HCUSR235 08119058 -IMPORTANT**FURNISH A COPY OF THIS VFSIGN TO THE INSTALLATION CONTRACTOR. ITW BCG. INC. SHA I LNOT 1 ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WTH l� B C L L 10.0 P S F HC-ENG AK/DLJ TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING d BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY IP ) AND TPI. ITW BCG -o s TATE OF TOT.L D. 55.0 P S F S E Q N 175298 CONNECTOR PLAlF.S ARF MAD OF 20/lH/1fiGA IN,H/SS/K) ASTM A653 OR AOE 40/60 (W. K/H.SS) GALV. STEEL. APPLY s i PLATES TO EACH FACE OF THOSS AND, ENI ESS OTHERWISC LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-7 C 0R1� - ARV INSPECTION OF PLATES IFLE OWED BY (II SHALL BE PER ANNE% A3 OF TPII-2002 SEC-3. A SEAL VN THIS ITYVBuildingCf�omponents]OGroupinc. DRAWING INDICATES ACCEPTANCE OF PR UILSSIONnL ENGINFERING RESPONSFUELIIY SOLELY FOR THF TREKS COMPONENT DDR.FAC. 1.25 FROM LR Hames City,FL 33844 DESIGN GHDFSiGNEft THE R SUITABILITY AND SEC.USE OF THIS COMPONENT TOR ANY BUILDING IS THE RESPONSIBILITY OF THE FL Certificate of Authorization#0 279 A P SPACING 2 4.0" J R E F 1 T H 2 2 3 5_Z 0 2 IMIS UWU FKtNAKLU tKUM CUMNUILK 1NMU1 (LUAU) d UIMtN�1UNJ) JUbM11Itl) MY IKUJJ MIK. (7186OB-(OCEAN BLVD )L11812 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** B53) Top chord 2x4 SP #2 120 mph wind, 22.97 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-4.0 psf, wind BC DL=3.0 psf. Iw=1.00 GCpi (+/-)-0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. (A) Continuous lateral bracing equally spaced on member. Or 2x6 Right end vertical not exposed to wind pressure. #3 or better "T" brace. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 41 -1.33 9.71 TC 43 9.71 14.37 TC 17 14.37 15.66 TC 66 15.66 21.13 BC 70 0.46 7.46 BC 76 7.46 14.06 BC 86 14.06 21.13 5X6= 5 F 6X6= 1.5X4111 5X6= 1.5X4 4-11-1 5 � 5X1rN 3 +20-7-6 5X6= 3X4(Al) = 4 X 4 L1-4-0� 8 9-8-8 4-7-14 13 5-5-10 7-5-8 6-7-4 7-0-12 21-1-8 Over 2 Supports R=1348 U=579 W-3" R=1167 U=557 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) 5(2) 7.33.01 QTY:1 FL /4 /R/ Scale =.3125"/Ft. **WARNING** TRUSSES RIOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. TC LL 20.0 P S F R E F R235-- 57224 REFER 10 SCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BV TP1 (TRUSS PLATE INSTITUTE. 218 _A .��("�"•"•N"��1� (/�� NORTH LEE STREET. SIIE IE 312. ALE%ANDREA, VA, 22314) AND RIC (WOOD TRUSS f,0 NC IL OF AMERICA, 6300 r��\�v -•V��♦ ENTERPRISE (ANI. MADISON, HI 53)19) FOR SAFCtY PRACTICES PRIOR TO PERFORMING THESE FUNf,TIONS. UNLESS � Y % T C D L 2 00 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORO SI/ALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOT.ON CHORD SHALL HAVE A PROPERLY AT.AGHIII RIGID CEILING. �. ` � BC DL 5.0 PSF DRW HCUSR235 08119059 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSiALI AT.ON CONTRACTOR. ITW 9f,G. INC. SHA,1. NOT ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE TO BUILD illE .ROSS IN COMFORMANCE WITH BC LL 10.0 P S F H C-E NG AK/DLJ TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING B BRACING OF .BUSSES. �•: TA DESIGN CONFORMS WITH APP((CABLE PROVISIONS OF NDS (NAI IDNAL DESIGN SPEC. BY AF8PA) AND 1P1. ITW BCG �` (� CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/SS/K) ASTM A653 GRADE 40/60 (W. K/H,SS) GAIV. STEEL. APP LV �`�*._ Pf T 0 T,L D. 5 5.0 P S F S E O N 175302 PLAIES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 110A-Z. n* �0 VO�*�[�` ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PFR ANNL% A3 OE .111.2002 SEC.3. A 5(AI. ON 11115 V NAL D U R.FAC. 1.25 FR0M LIR ITYVBuilding Components Group/nc. DRAWING INDICATES ACCEPTANCE OF PROFESSION AI ENGINEERING 'ISPON518".TY SOIFI.Y TOR THF TRUSS COMPONENT A Haines Ci FL 33844 DESIGN SHOWN. THE SUIIn6"ETY AND USE OF THIS CUMPUNENT FOR ANY BUILDING IS I'll RESPONSIBILITY OF THE BDIID.NG DESIGNER PER ANS./TPI I SEG. 2. Apr SPACING 24.0 JREF- 1TH2235_ZO2 FL Certificate of Authorization#0 278 IH1J UWb MKLPAKtU T-4UM UUMNUILR INVUI (LUAU) 6 U1Mt NJ1UINJ) JUMM111tU MY IKUJS MFR. (718608-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** B54) Top chord 2x4 SP #2 :T2 2x4 SP #1 Dense: 120 mph wind, 22.55 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (+/-)-0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. (A) Continuous lateral bracing equally spaced on member. Or 1x4 Right end vertical not exposed to wind pressure. #3 or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 40 -1.33 9.00 TC 29 9.00 21.13 BC 71 0.46 7.46 BC 78 7.46 14.06 BC 87 14.06 21.13 5X6= 1.5X4111 5X10= 1.5X 4 III T2 5 F 4-1-1 5X10= 3 3 20-7-6 5X6= 3X4(Al) = 1.5X4111 L1-4-0'-A"r8 9-0-0 12-1-8 7-5-8 6-7-4 7-0-12 21-1-8 Over 2 Supports R=1348 U=582 W-3" R=1167 U-541 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C RT=1.25(1.25) /5(2) 7.33.0114. QTY:1 FL 4/-/-/R - Scale =.3125"/Ft. "WARNING"` TRUSSES REOUIRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. L L 20.0 P S F R E F R 2 3 5 57225 REFER 10 DCS. (BIIIt.OING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 G NORTH LEE STREET, SUITE 312, ALEXANDRIA, VA, 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMI'IC,A* 6300 Y••�\•• •[1 • [` ENTERPRISE LANE. MADISON, WI 531191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS �7 TC DL 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED SIRDCIURAL PANELS AND BOTTOM CHOOD SHALL HAVE I •V � A PROPERLY ATTACHED RIGID CEILING. 3 4�a 6 72 BC DL 5.0 ESE DRW HCUSR235 08119060 —IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. IIW BCG. INC. SHALL NOT �* ALPINE FIT RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE NITH BC LL 10.0 P S F HC-ENG AK/DLJ IPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING E BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFRPA) AND TPI. ITR BCG S �� TOT.L D. 5 5.0 P S F S E A N 175306 CONNECTOR PtAIES ARE MADE OF 20/18/1 GGA (W.IT /K) ASiM A153 GRADE 40/60 (W. K/H.SS) GALV. STEEL. APPLY wA PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE I.00ATLD ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. �• Ps AN INSPECTION DF PIAILS FOLLOWED BY (i) SHALL BE PFR ANNLX Al OF TPII-2(102 SEC.3. A SEAL ON THIS ••'•.O R�0••• ITW Building Components Group Inc. DRAWING iHDICAIES ACCEPTANCE OF PROFESSIONAL ENGTNEFRING RC SPONSIDILII 60LtLY FOR 1HE 1RII55 CDMPONENi �` D D R FAC. 1 25 FROM L R Haines City,FL 33844 DESIGNI DESIGNER THHE E R SUITABILITY SED USE OF THIS COMPONENf FOR ANY BUILDING IS THE RESPONSIBILITY OF THE FL Certificate of Authorization#0 278BUILNGANSI/TP2. Apr s,Oro ` SPACING 24.0" JREF- 1TH2235_ZO2 IHiJ UWU PNtPAKtU LNUM LUMHUILK INPU I (LUAU) h ITIMFNSIUNS) SUbM1ItCA) BY IHUSS ML K. (718608-(OCEAN BLVD )L718/2 OCEAN GROVE/DUVAL - ATLANTIC BEACH, ** B55) Top chord 2x4 SP #2 120 mph wind, 22.13 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL- 4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. (A) Continuous lateral bracing equally spaced on member. Or 2x4 Right end vertical not exposed to wind pressure. #3 or better "T" brace. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 37 -1.33 7.00 TC 30 7.00 21.13 BC 71 0.15 7.46 BC 57 7.46 14.06 BC 68 14.06 21.13 5X6= 3X4= 3X10= 1.5X4111 (A) 5 3 3-1 5X6= J 3 3 20-7-6 5X6= 3X4(A1) = 5 X 6 11-4-OJ 7-0-0 14-1-8 7-5-8 6-7-4 7-0-12 EE 21-1-8 Over 2 Supports R-1328 U=573 W=14" R=1187 U=534 W-5.5- Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.25(1.25) 5(2) 7.33.011 QTY:l FL/-/4/-/-/R/ Scale =.3125"/Ft. **WARNING" ift I1 SSES RING RF 1%111 11 CART IN FABRICATION. HANDLING. SHIPPING, INS IEILING AND BRACING. T C L L 20.0 P S F R E F 8 2 3 5 57226 RETEIT TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 6IF.30 4_• ......� �• _A NORTH LEE STREET. SUITE 312. ALEXANDRIA. VA, 22314) ANO WTCA (X00[1 TRUSS CDONC IF OF AMERICA, 5100 v ENTERPRISE LANE. MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR i0 PFRFORMING THESE FUNCTIONS. UNLESS T C D L 2 0.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPF RLY ATTACHED STRUCTURAL PANELS ANO BO T1OM C1t0 RD SHALL IIA VE A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW HCUSR235 08119061 **IMPORTANT**FHRNt SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BCG. INC. SHALLN OT * * /` ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THF TRUSS IN COMFORMANCE WITH BC LL 10.0 P S F HC-ENG AK/DLJ TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING R BRACING OF TRUSSES. A; STATE O DESIGN CDNEORM".I TM APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPF C, BY AT., AND TPI. ITN BCG w TOT.L D. 55.0 P S F S E Q N 175310 CONNECTOR PLATARE MADE OF 2O/IN/16GA (W.IT/SS/K) ASTM A653 GRADE 40/60 (W. K/H.SS) GALV. STEEL. APPLY I� PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE IOCATED ON THIS DFSIG N. PO SI LION PER DRAWINGS 16OA Z. O R1��'/�\ ITYVBuildin Components Group InC. ANY INSPECTION OF PLATES TOLLONED BY (Y) SHALL BE PER ANNE% Al OF TPII-2002 SEC.1. A SEAL ON THIS ss��NAI m D U R.FAC. 1.25 FROM L R 9 mpon p,1A P DRANING INDICATES AC CLPIANCE OF PROFESSIONAL ENG I NEFRING RESPON SIULET I SULELY FOP THE TRUSS COM PO NEN' {Y.�— Haines City,FL 33844 BD ILDIG NNGDES SH Dt SIGNER THESUITABILITY SONSI/TPI TI AND UC. SE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY Of TIIC A p r SPACING 2 4.D" J R E F 1 T H 2 2 3 5_�O 2 FL Certificate of Authorization#0 278 A IN1� UWU I'KLVAKLU YKUM (.UMHUILK INVUI (LUAU) 6 UIMLNJIUNV ) JUUMllltU MY IKUJJ MTK. (7186OB-(OCEAN BLVD )L718/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** B57) Top chord 2x4 SP #2 120 mph wind, 24.17 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT I1, EXP C, wind TC Webs 2x4 SP #3 DL-4.0 psf, wind BC DL=3.0 psf. Iw=1,00 GCpi (+/-)=0.18 " IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Wind reactions based on MWFRS pressures. CHORD SPACING(IN OC) START(FT) END(FT) TC 32 0.00 10.75 Right end vertical not exposed to wind pressure. TC 44 10.75 14.13 BC 87 0.00 14.13 Deflection meets L/360 live and L/240 total load. 5X6= 5 1.5X4111 1.5 X 4 III 5 5 X 6 4-4-10 T 5X8= 1 31 12 3 3 L 20-7-6 1.5X4111 3X3 10-9-0 3-4-8 7-0-12 7-0-12 14-1-8 Over 2 Supports R=803 U-334 W=5.5" R=803 U=412 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.25(1.25) 5(2) 7.33.01 OTY:1 FL 4/ R/ Scale =.5" Ft. **WARNING** TRUSSES REQUIRE E%TNIMI CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. S •� N L L 20.0 P S F R E F 8 2 3 5 57227 REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PEA INSTITUTE. 218 =•.� NORTH LFF SiRFF T, SUITE 312, ALE%A NORIA. VA, P2314) AND NITA (HOOD TRUSS CO TING II OF AMERICA. 6300 �• FNTERPRI SE LANE. MADISON. WI 53119) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UN I.ISS % TC DL 20.0 P S F DATE 04/28/08 OTHERWISF INUICAIFD TOP CHORD SHALL HAVE PROPERLY ATTAC'HID STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE ' Na. •� A PROPERLY ATTACHED RIGID CEILING. • BC DL 5.0 PSF DRW HCUSR235 08119067 **IMPORTANT**r URNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. IIW BCG. INC. SHALL NOT ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILIIRF. TO BUILD THE TRUSS IN CONFORMANCE WITH C LL 10.0 P S F HC-ENG AK/DLJ TPI OR FABRICATING. HAN11L1NG, SHIPPING. INSTALLING 8 BRACING OF iRLISSES. A: TATE DES IGN CO NIORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPE f„ BY AF BPA) AND TPI. [TW DEC CONNECTOR PLATES ANE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W, K/H.SS) 'ALV. STILL. APPLY /• /O •/f T 0 T.L D. 5 5.0 P S F S E 0 N 174947 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATIO ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. F••.•l••M�•.�f ANY INSPECTION OE PLATES IOLLOWED BY (i) SHAH HE PFR ANNE% Al OF 1' 0" 611..3. A SEAL ON THis NAL G OUR.FAC 1.25 FR0M LR f/WBuilding Components pGro��up Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FNGINTfRING RL SOONSIBIIITI IC"T Y FOR THF TRUSS COMPONENT Hames City,FL 330YV DESIGNNGH OESL'NLR THE HER SUITABILITY SED USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF IME FL Certificate of Authorization#0278 Apr SPACING 24.0" JREF 1TH2235_Z02 IMIJ UWG KKtKAKtU FKUM I,UMHUItK 1NT'U1 (LUFUJ h IFIMtNJIUNJ) JUBYIIT ILU by IKU�J MEN. (718608 (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL -- ATLANTIC BEACH, ** B58) Top chord 2x4 SP #2 120 mph wind, 24.17 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-4.0 psf, wind BC DL-3.0 psf. Iw-1.00 GCpi (+/-)=0.18 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Wind reactions based on MWFRS pressures. CHORD SPACING(IN OC) START(FT) END(FT) TC 75 0.00 10.75 Right end vertical not exposed to wind pressure. TC 44 10.75 14.13 BC 96 0.00 14.13 Deflection meets L/360 live and L/240 total load. 4X4= 5 3X4(R) 5 F- 3 X 4 -3X4 1.5X4111 4-4-10 T 1-3-12 20-7-6 3X10= 3X3= 1.5X4111 I 10-9-0 I 3-4-8 LE 14-1-8 Over 2 Supports _I R=800 U=334 W-5.5" R=800 U=409 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C RT=1.25(1.25) /5(2) 7.33.0114. QTY:1 FL/ 4 -/-/R/- Scale =.5"/Ft. **WARNING** TRUSSES REQUIRE E%TREME CARL IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND RRACING. T C ILL. 2 0,0 P S F R E F R 2 3 5 57228 REFER TO BGSI (BIIIIDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 ';'a.•*��..�... NORTH LEE STREET. SUITE 312. ALE%ANDRIA. VA, 22311) ANTI WTCA (WOOD TRUSS COUNCit DF AML RICA, 6300 �/ ENTERPRISE IANF., MADISON. WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS I T C D L 2 0.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP C.HORD 5H ALL HAVE PROPFRLY ATTACHED STRUCTURAL PANELS AND BOLI ON CHORD SMALL HAVE •�(�� A PROPERLY ATTACHED RIGID CEILING. 12 BC DL 5.0 PSF DRW HCUSR235 08119068 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTAILAIION CONTRACTOR. ITW BCG. INC. SHALL NOI ALPINE BE RESPONSIBLE FOR ANY UL.VIAIION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH BC LL 10.0 P S F HC-ENG AK/DLJ TPI: OR FABRICAIIN% HANDLING. SHIPPING. INSTALLING 8 BRACING OF TRHIIES. STA E F DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (N ATIDNnL DESIGN SPEC. BY AFBPA) AND IPI. ITH BCG TOT.L D. 55.0 P S F S E Q N 1 7 4 9 5 1 CONNECTOR PLATES ARE MADE OF _118116GA (W,H/SS/K) ASTM A653 GRADE 40/50 (W, K/H.SS) GAIV. STEEL. APPLY /� A PIAIES 10 EACH FACE OF TRUSS AND, UNLFSS OTHFRWISE LOCAIEO ON THIS DES[GN, POSITION PER DRAWINGS I6OA-2. .�^LO R10 f_ AHY INSPECTION OF PLA IES FOLLOWED BY (i7 SHALT BE PCR ANNEX A3 Of IPL12002 SEC.3. A SEAL ON THIS n� (1 r*� ( �j A,( � BI/I�fI//HJ COR1pOIF@I1ffi GAAI,1W)P lna DRAWING INDICATES ACCEPTANf.E OF PROFFSSIDNAI ENGI Nf I:RI NG RESPONSIBILITY SOLELY FOR THE TRUSS COMPDNE NI {� ��• �` OUR FAC 1 2" FROM LR Haines Cit},FL 330YF DF SIGN SH OHN. HE SUITABII TTY AND USF DT THIS COMPONENI FOR ANY BUILDING I% THE RESPONSI8ILITY OF THE O BDILOING DESIGNER PER AN51,TP1 , STC. 2. Apr SPACING 24.0" JREF- 1TH2235_Z02 FL Certificate of Authorization#0 278 I111S UWU PKLVAKtU tKUM LUMP UILK INPUT (LUAU) 5 U1MtIVJ1UNV ) SUbP1111tU tlY IKU�'J MtK. (7186OB-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** D59) Top chord 2x4 SP #2 120 mph wind, 23.45 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-4.0 psf, wind BC DL=3.0 psf. Iw-1.00 GCpi (+/ )=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 31 -1.33 13.33 TC 29 13.33 26.67 BC 64 0.15 26.52 5X6= 1.5X41.5X4# —� 5 5 20 7 6 3X6(A1) 3X4= 5X6= 3X6(A1) o 13-4-0 ,I, 13-4-0LE ,I 26-8-0 Over 2 Supports R=1632 U=752 W=5.5" R=1508 U=684 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C /RT=1.25(1.25) /5(2) 7.33.01 QTY:7 F`L/-/4/ R - Scale =.25" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSIALIING AND BRACING, TC L L 20.0 P S F R E F R235-- 57229 REFER TO BC.SI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STREET, SUITE J12. ALEKANDRIA, VA. 22J1d) AND WI (HOOD TRUSS COUNCIL OF AMERICA. 6300 ��`•'•••��. ENTERPRISE LANE. MADISON, Wf 53]19) !OR SAFELY PRACTICES PRIOR TO PERTORMING THESE FUNCTIONS. UNLESS TC DL 20.0 P S F DATE 04/28/08 OTHFRWISF INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORB SHAL I. HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW HCUSR235 08119070 `IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG, INC. SHALL NOT ALPINE BE RESPONSIBLE FOR ANY DEVIATION IROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CDMFORMANCE KITH BC LL 10.0 P S F HC-ENG AK/DLJ TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING R BRACING OF TRUSSES. OF 9• DESIGN CONFORMS WITH A',PI.ICA 81E PROVISIONS OF NUS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ITN BCG s CONNECTOR PLATES ARE MA OF OF 20/10/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W, K/H,SS) GALV. STEEL. APPLY .� O O�QPr TOT.L D. 5 5.0 P S F S E Q N 174861 PLATES TO TACH FACE OF TRI15S AND, UNLCSS 01 Hf RW(SE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ITW Building Components Group Inc. ANY TN'PFCITON OF PLATS AN 0ED BY (S SMALL BE PER ANGER A3 OF 111 1011 SEG.3. A SEAL aN MIS ,Q�� CNv D U R.FAC. 1.25 F ROM L R 9 I 1pA,1 p DRAWING I'D I CAlfS ACCEPTANCE OF PROFESS II', AL ENGINEERING RESPONSIBILITY SOLELY FUR TETE THUSS COMPONE NI L•- Ha1neS City,FL 33844 BUIIS 11 oNNC,N OF SIGNFRTPCRSUNSI/1PIT] SEC USE OF THIS LS COMPONENT FOR ANY BUILDING IS THE RE SP OLIS IB II.TTY OF THE FL Certificate of Authorization#0 278 Apr 2 SPACING 24.0" JREF- 1TH2235_Z02 I111J UWU YKLFAKtU FKUM LUMYUItK iNFU1 (LUAUS G UIMLNJIUNJ) JUMMIIILU MY IKUJJ MFK. (71860B-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** D60) Top chord 2x4 SP #2 :T1 2x6 SP #2: 120 mph wind, 23.45 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 :132 2x6 SP #2: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 41 0.00 13.33 (A)(1) 2x6x6-1-0 SP #2 scab at left end. Attach scab to face of TC 35 13.33 28.00 chord with: 0.131"x3" Gun nails @ 8" OC, plus additional nail BC 62 0.97 20.21 clusters at: BRG.: (6) , heel: (7) , 1st panel point: (0) . BC 76 20.21 26.52 5X6= 3 X 4 5 r 6X6% 3 X 4 1.5X4 — 5 T1 0 4-1 (A) 20-7-6 T 3X4= 3X10= 3X4= 5X6 R III B2 5X6(A2) = ( ) 3X6(Al) 1(F 4 12-6-15 13-4-0 19-5-7 6-5-8 26-8-0 Over 2 Supports R=1521 U=692 W=5.5" R=1618 U=745 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C RT=1.25(1.25) 5(2) 7.33.0114. QTY:1 FL -/4 R/- Scale =.25" Ft. **WARNING** TROSSFS R4011 IRE EXTREME CARE IN FABRICATION. HANDIING. SHIPPING. INSTALLING AND BRACING. �• TC LL 20.0 P S F R E F R 2 3 5 57230 REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED RY III (TRUSS PLATE INST ITOTF, 218 NU R I LEE STRICT, SUITE 312. ALEXANDRIA. VA. 22314) AND RICA (WOOD TRUSS CDUN CIL OF AMERICA, 6300 E N IE RPRISE LANE. MADISON, NI 53I 19) FUR SAIIIY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNI.E SS • T C D L 2 00 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHI.O STRUCTURAL PANELS AND N0110M CHORD SHALL HAVE _ A PROPERLY ATTACHED RIGID CEILING. Nd. BC DL 5.0 PSF DRW HCUSR235 08119088 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG. INC. 6IIALL NOT ALPINE BE RESPONSIBLE FOR ANY DFVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCF WITH B C L L 1 0.0 P S F FIC-ENG A K/D L J TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING 8 Bft AC[NG OF TRUSSES. �� DESIGN CONFORMS Wl ill aPPLICARLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF BPA) AND IPI. ITN BOB cONNEnoR PI AT ES ARE MADE OF 20/18/1fiGA (W. /SS ASTM A651 GRADE 40/60 IW, K/II,SS) GALV. STEEL. APPLY I. j• TOT.L D. 55.0 P S F S E Q N- 174831 PI ATFS i0 EACH FACE OF 1'R USS AND. UNLESS OIIIIRHI SE LOCATED VN THIS DESIGN, POSITION PER DRAWINGS 160A Z. •• I•/O��Q \ 7� ANY INSPECTION OF PLAILS FOLIOWED BY (i) SIIALL BF PER ANNEX A3 OF IPII-2002 SFC.3. A SLAT OH MIS A�••�l�O R10t D U R F A C. 1.25 F ROM L R t BUf�I/7g rli�lnp0/IE11�5 pCfAIOUp I(�C. DRAHINO INDICATES AC FIANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOI FLY FOR JOE TRUSS COMPONENT ` S Haines City,FL 33844 BUILDING UE SIGNER PER ANSI/ IPI H THE SULtABIt USE OF THIS COMPONENT FOR ANY BUILDING IS IMF RESPONSIBILITY OF TO, FL Certificate of Authorization#0 278 IPIi SEC Apr SPACING 24.0" JREF- 1TH2235_ZO2 IHIS UWU KKtVAKtU TKUM I.UMVUILK 1NVUI (LUAUS 5 UI ME NSIUNS) SUMMIIIED MY IKUSS MY K. (7186OB-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** D61) Top chord 2x4 SP #2 :T1 2x6 SP #1 Dense: 120 mph wind, 23.45 ft mean hgt, ASCE 7 02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (1/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 35 0.00 13.33 (A)(2) 2x6x6-4-1 SP #1 Dense scabs at left end. Attach one scab to TC 34 13.33 28.00 each outer face of chord with: 0.131"x3" Gun nails @ 8" OC, Plus BC 53 2.17 17.67 additional nail clusters at: BRG. : (4) , heel: (7) , 1st panel BC 31 17.67 20.21 point: (3) . BC 67 20.21 26.52 4X4= 3X4% 3 X 4 5 5 X 6% 3 X 4 1.5X4 5 0-4-1 Tl (A) 0-7-10 20-7-6 6X6(A2) = 3X10= T 3X10= 5X6= 3 5X6= 3X6(Al) L 11-4-9 ,�_ 13-4-0 J E 15-8-9 �rc2-6-8 'Tc 6-5-8 26-8-0 Over 2 Supports R=1521 U=702 W=5.5" R=1619 U=746 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C RT=1.25(1.25) /5(2) 7.33.0114 QTY:1 F`L/-/4/-/ R - Scale -.25"/Ft. -WARNING- 1RUSSES REOIIIRE EXTREME CART IN FABRICATION, HANDLING, SNIPPING. INSIAI.IING AND BRACING. GC, / T C L L 20.0 P S F R E F R 2 3 5 57231 REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 ' NORM LFE SIRFEI, SUITE 312. ALEXANDRIA, VA, 22314) AND WTCA (HOOD TRD COUNT,IL OF AMERICA, fi3O0 Y •••y••••S ENTERPRISE LANE. MADISON. HI 51]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS T C D L 2 0.O P S F DATE 04/28/08 OIHERWI SE INDICATED TOP CHORD SHALL IIAVE PROPS RLY ATTACHED STRUCIUNAL PANELS AND BOTTOM CH 0R0 SHALL IIAVE A PROPERLY ATTACHED RIGID CEILING. NQ 6 ' yy BC DL 50 PSF DRW HcusR235 08119087 **IMPORTANT*`FURNISH A COPY DF iH15 DESIGN TO 1HE INSTALLATION CONIRACTO0.. ITH BCG. INC. SHALL NO, 7� ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIIURF TO BUILD THE TRUSS IN COMFORMANCE WI,,, B C L L 10.0 P S F HC-ENG AK/DLJ TPI; OR IABRICATING. NANULING, SHIPPING. INSIAIIING E BRACING OE' TRUSSES. TAT OF DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFEPA) AND TOT. ITN BCC. TOT.L D. 55.0 P S F S E Q N 174856 CONNECTOR PLATES ARE MADE OF 20/I8/16GA (H.H/SS/K) All A653 GRACE 40/60 (H. K/H.SS) GAL' . STEEL. APPLY '�� p P�� PLATES TO EACH FACE OF IRU SS AND. UNLESS OTHERNiSE LOC AT TO ON I. BE SIGN. POSITION PER DRAHINGS LIDA 2. ITW Building Components GroupI.C. ANY (NSPECiION OF PLATES EOILOWL0 BY (i) SHALL BE PER ANNEX A3 O( IPI1-2002 SE C.3. A SEAL ON II11S (�iO��G' D U R FAC. 1.2 5 FROM L R 9 lin u D0.ANIN6 INDICATES ACCEPTANCE OF Pft OT ESSIUNnL ENGINEERtNG RG SPOOL IV SOLELY FOR Illi TRUSS COMPOME Ni V Haines City,FL 33844 BOILO INGH DF.S3 G NER141. TPERSANSI/TPiHE TABILLll SFC AND U'E OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE FL Certificate of Authorization#0 278 Apr SPACING 24.0" JREF 1TH2235_Z02 IHIJ UWU PRLHAKLU EKUM I.UMf UILK 1NF'UI (LUAUS & U1MLN�)IUN�,) JUDMIIILU MT IKUJJ MLK. (718608-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL - ATLANTIC BEACH, ** D62) Top chord 2x4 SP #2 :T3 2x4 SP #2 Dense: 120 mph wind, 23.18 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-4.0 psf, wind BC DL=3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. (A) Continuous lateral bracing equally spaced on member. Or 2x6 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: #3 or better "T" brace. 80% length of web member. Attached with CHORD SPACING(IN OC) START(FT) END(FT) 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. TC 33 -1.33 12.00 TC 32 12.00 14.67 Deflection meets L/360 live and L/240 total load. TC 75 14.67 28.00 BC 60 0.15 5.00 Shim all supports to solid bearing. BC 63 5.00 15.67 BC 56 15.67 20.21 BC 60 20.21 26.67 5X6= 4X4= 4 X 4 5 4X4(R) (A) T3 � s Ll 5X6= 3X10= J 3 5X6= 3 20-7-6 3X6(A1) 5X6= 2X4(A1) i- 1-4-01 -20-5-4 ,1 7N4 -� 12-0-0 2-8-0 12-0-0 5-0-0 10-8-0 4-6-8 6-5-8 26-8-0 Over 3 Supports R-1091 U=499 W=5.5" R=2262 U=1035 W=5.5" R-94 Rw-195 U=142 W=3.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.25(1.25) 5(2) 7.33.0114. OTY:1 F`L -/4/-/ R/- Scale =.25"/Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDI-ING. SHIPPING. INSTALLING AND BRACING. �� T C L L 20.0 P S F R E F R235-- 57232 PETER TO BEST (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHEB BY TPI (TRUSS PLATE INSTITUTE. 218 NORTH I.EE STREET, SUITE 312. ALEXANDRIA, VA. 22314) AND WTCA (HOOD TRUSS COUNCIL CH AMERICA. 6300 �•�..*�""E - ENTERPRISE LANE. MADISON. NI SJJ19) FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNI SS T C D L 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE v A PROPERLY ATTACHED RIGID CEILING. 12 BC DL 5.0 PSF DRW HCUSR235 08119086 **IMPORTANT**FURNISH A COPY OF THIS DFSIGN TO THE IN5TALLATiON CONTRACTOR. ITW BCG, INC. SHALL NOT. ALPINE BL RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH B C L L 1 0.0 P S F HC-ENG A K/D L J TPI; OR FABRICATING. HANDLING, SNIPPING, INSTALLING E 9RACING OF TRUSSES. _ 1. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DC SIGN SPEC. BY AFEPA7 ANO TPI. ITW BCG '� S ATE TOT.L D. 55.0 P S F S E O N 174866 CONNECTOR PLATES ARE MADE OF 20/18116GA (W.H/SS/K) ASTM A6S3 GRADE 40/60 (W, K/H.SS) GAIN. 5TEFL. AP PLV A PLATES TO EACH FACE Of TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER OR AW INGS 160A-L. �•..ISI O��QPf ANY INSPECTION OF PLATES FOLLOWED BY (i) SIIAII BE PER ANNEX A3 Of TPI]-2002 SEC.3. A SE AI ON IHIS n C D U R.FAC 1.25 F R 0 M L R ITtN Building Components pGroup Inc. DRAWING INDICATES ACCEPTANCE Of PROFFSSIONAI. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT (� 't "�'� Hames City,FL 33844 BUIID„NGIID DESIGNER THER 5A1TABILITY AND SEC.USE OF THIS COMPONENT FOR ANY BUILDING IS THE RFSPONSIDILITY OF THE •• FL Certificate of Authorization#0278Apr SPACING 24.0" JREF- 1TH2235_Z02 IM15 UWU PKtPAKtU THUM C,UMPUILK 1NPU1 (LUAUS 6 U11Mt TNS1UNS) SUMMIIILU CY IKUSS MEN. (7186OB-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** D63) Top chord 2x4 SP #2 120 mph wind, 22.76 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP ff2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL--4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 26 1.33 10.00 Shim all supports to solid bearing. TC 60 10.00 16.67 TC 75 16.67 28.00 BC 66 0.15 7.00 BC 71 7.00 13.67 BC 60 13.67 20.21 BC 61 20.21 26.67 5X8= 5X6= 3X4% 4X4(R) 5 -1 5 5X6= 3X4= 5X6= 3 3 20 7-6 4 X 4 3X6(A1) - 5X6= 2X4(Al) 11 4-01 7"41-4-0E 20-5-4 '� 10-0-0 6-8-0 10-0-0 7-0-0 6-8-0 6-6-8 6-5-8 26-8-0 Over 3 Supports R-1099 U=501 W=5.5" R=2227 U=977 W=5.5" R--66 Rw=172 U=141 W=3.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C RT=1.25(1.25) 5(2) 7.33.0114 OTY:1 FL/ /4/ / /R Scale =.25"/Ft. -WARNING- TRUSSES 1101111 E%TREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. T C L L 2 0.0 P S F R E F R 2 3 5 57233 REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 ��Y •�•••' NORTH LEE STREET. SUI7F 312. ALE%ANORIA. VA. 22310) AND NTCA (WOOD TRUE COUNCIL OF AMERICA, fi300 ` /` ENTERPRISE LANE, MADISON. NI 53]19) FOR SAFETY PRACTICES PRIOR 1'O PERFORMING THESE FUNCTIONS. UNLESS T C D L 2 0.0 P S F DATE 04/28/08 OTHERNI SE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW HCUSR235 08119085 -IMPORTANT-FURNISH A COPY OF THIS DFSIGN TO THE INSTALI-ATION CONTRACTOR. ITN MCG, INC. SHALL NOT * 1 ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMFORNANCE WIT if BC LL 10.0 PSF HC-ENG AK/DLJ TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING 6 BRACING OF TRUSSES. ATE OF DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF HOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. III BCG I 0-. CONNECTOR PLATES ARE MA DF 01 20/18/16GA (N,H/SS/K) AS Ati53 GRADE "0/60 (N, K/H,SS) GALV. STEEL. APPLY �•••• •On,O�f TOT.L D. 55.0 P S F S E Q N 174871 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAM NGS 160A-Z. (/ ANV INSPECTION OF PLATES FOLLBIED BY (i) SHaLt BF PFR ANNE% A3 OF TPI;-2002 SFC.3. A SEAL ON 1HIS '• 6� D U R.FAC 12 5 FROM L R ITYV Building Components uGroup lnc. OR IN INDICATES ACC.FPTAN CL (11 PROFESSIONAL ENGI Nf.T RING RE SPONSIB II TTY SOLELY FOR THE TRUSS COMPONCNI Haines Ci FL 33844 DESIGN SHOWN. TILL SUITABILITY AND USE OF 11115 COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE `]+ BUILDING BE SIGNER PER ANSI/TPI 1 SEC. 2. Apr SPACING 24.0" JREF- 1TH2235_ZO2 FL Certificate of Authorization#0 278 IM1J UWU PKLPAKtU YKUM (,UMPUIEK INPUI (LUAUS 5 UIMLNJiUNJ) JUbf.IIILU by IKUJJ MI-K. (71860B-(OCEAN BLVD )L11812 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** D64) Top chord 2x4 SP #2 120 mph wind, 22.34 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi ({/ )=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. Calculated horizontal deflection is 0.14" due to live load and IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0.13" due to dead load. CHORD SPACING(IN OC) START(FT) END(FT) TC 33 -1.33 8.00 Deflection meets L/360 live and L/240 total load. TC 36 8.00 18.67 TC 76 18.67 28.00 Shim all supports to solid bearing. BC 69 0.15 8.13 BC 53 8.13 12.54 BC 75 12.54 26.67 5X6= 3X4= 6X8= 2X4= 1.5X4�i 5 - -t 5 5X12= 7X6(R) III 3 3 +20-7-6 1.5X4111 3X6(A1) = 5X6(R) It/ 2X4(A1) 7"4 14- 1 - - 20-5-4 =1 8-0-0 10-8-0 8-0-0 8-1-8 1 4-5-0 7-8-0 6-5-8 26-8-0 Over 3 Supports R=1118 U=453 W=5.5" R=2143 U=1148 W=5.5" R=0 Rw=204 W-3.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.25(1.25) /5(2) 7.33.011 QTY:1 FL/ 4/-/ R/ Scale =.2511/Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FARR I CATION. HANOI ING, SHIPPING. INSTALLING AND BRACING. G ••••'••!•••. T C LL 20.0 P S F R E F R235-- 57234 REFER TO aCST (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (IRUSS PLATE INSTIIIITE, 218 "••V\ CG �•• NORTH (EE STREET, SUITE 312. ALEXANDRIA. VA. 22314) AN WTCA (HOOD Tft USS COUNCIL OF AMERICA. GJ 00 ENTERPRISE LANE. MADISON, WI 5JJ19) FON SAFETY PRACTICES PRIOR 10 PERFORM[NC, 111E SE FUNCTIONS. UNLESS TC DL 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CH OftO SIIALL HAVE PROPERLY AITACHEB STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Rio' BC DL 5.0 PSF DRW HCUSR235 08119084 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. FIN BCG. INC. SHALL NOT ALPINE DE RESPONSIBLE FOR ANY DEVIA110N FROH THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH BC LL 10.0 P S F HC-ENG AK/DLJ TPI; ONCE ABRTf,ATING. HANDLING. SHIPPING. (.STALLING 8 BRACING OF tftUSSES. A: STA O DESIGN ONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AF6PA) AND tPl. ITN BCG �•� /� P•' • TOT.L D. 5 5.0 P S F S E Q N 174877 CONNECTOR PLATES ARE MADF OF 20118/16GA (W,H/5S/K) ASTM n653 GRADE 40/60 (W. K/H,SSI GA1V. STEEL. APPLY I*C o`_ PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHFRWISC LOCATED ON THIS DESIGN. POSITION PFR DRAWINGS 160A-]. ••-•.O R10,.��t FTWBUIId/n Components Group Inc. "NY 'NSPEC)ION DF PLATES FOILOWED BY (i) SHAH BF PER ANNEX Al OF TPI)-2002 SEC.3. A SEAL ON THIS D U R.FAC. 1.25 F R 0 M L R 9 l+�mAal p P DRAHING INDICATES ACCEPTANCE OF PROFESSTONAL ENGINEERING RESPONSIB LLLTY SOLELY FOR lllC TRUSS COMPONENT �•, Hames City,FL 33844 DESIGN SHOWN. THE SUITABILITY AND USE OF [HIS COMPONENT FOR ANY BILL DING IS 111E RESPONSIBILITY OF THE FL Certificate of Authorization#0 278 BI-DING DESIGNER PER ANSI/TPI 1 -SEC- z. Apr 2 SPACING 24.0" JREF- 1TH2235_ZO2 I111J UWU VHLFAKtU FKUM (.UMNUItK 1NYU1 (LUAU) & U1MM IUN�) �,UMM111tU MY IKUJJ MFH. (718606 (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL -- ATLANTIC BEACH, ** D65 2- PLY) Top chord 2x4 SP #2 2 COMPLETE TRUSSES REQUIRED Bot chord 2x4 SP #2 :132 2x4 SP #2 Dense: Webs 2x4 SP #3 :W6 2x4 SP #2: Nailing Schedule: (0.131"x3"-Gun-nails) Top Chord: 1 Row @12.00" o.c. 120 mph wind, 21.93 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot Chord: 1 Row @12.00" o.c. anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC Webs : 1 Row @ 4" o.c. DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Use equal spacing between rows and stagger nails in each row to avoid splitting. Wind reactions based on MWFRS pressures. Roof overhang supports 2.00 psf soffit load. Calculated horizontal deflection is 0.20" due to live load and 0.18" due to dead load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) #1 hip supports 6-0-0 jacks with no webs. TC 42 -1.33 6.00 TC 37 6.00 20.67 Left side jacks have 6 0-0 setback with 0-0-0 cant and 1 4-0 TC 95 20.67 28.00 overhang. End jacks have 6-0-0 setback with 0-0-0 cant and 1-4-0 BC 76 0.15 6.27 overhang. Right side jacks have 6-0-0 setback with 0-7-4 cant and BC 97 6.27 14.40 1-4-0 overhang. BC 72 14.40 20.21 BC 78 20.21 26.67 Deflection meets L/360 live and L/240 total load. Shim all supports to solid bearing. 5X6= 3X10= 1.5X4111 7X10= 5 5 B2 1.5X4111 6X10= 5X12= J3 3 � 2076 3X6(A1) = 5X6= 2X4(Al) ( 1-4 01 --a- 20-5-4 ,1 7"4 � 6-0-0 14-8-0 6-0-0 6-3-4 8-1-8 5-9-12 6-5-8 26-8-0 Over 3 Supports R=1933 U=686 W=5.5" R=3831 U=2357 W=5.5" R-0 Rw-538 W=3.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) /5(2) 7.33.0114 QTY:1 F`L/ /4/-/-/R/- Scale =.25" Ft. **WARNING**TRUSSES REQUIRE E%TREME CARE IN FABR I CAI ION, HANDLING. SHIPPING. INSTALLING AND BRACING. S T C L L 20.D P S F R E F R235-- 57235 REFER i0 BCSI (BU ILOING COMPONENT SAFETY INFO RMATIONI. PUBLISHED BY TPI (TRUSS PLATE INS'I"'IE. 218 G •�••••••••• �••• NORTH LEE STREET, SUITE 312, ALE%ANURIA, VA, 2231 AI AND WTCa (HOOD TRUSS COUNCIL OF AMERICA. 6100 ` ENTERPRISE LANE. MADISON. HI 53]19) FOR SAFETY PRA CTI C.fS PRIOR TO PERF OHMING 111E SF FUNCTIONS. UNLESS T C D L 20.0 P S F DATE 04/28/08 0THERWISF INDICATED lOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 ESE DRW HCUSR235 08119110 * IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BCG. INC. SHALL NOT ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH = BC LL 10.0 P S F HC-ENG AK/DLJ TPI: OR FABRICATING. MANDIING, SHIPPING. INSTALLING 8 BRACING OF TRUSSES. T C DESIGN CONFORMS WITH APPLICADLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF81'A) AND TPI. ITW BCG •. L TOT.L D 55.0 P S F S E Q N 174885 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/R) ASIR A611 GRADE AO/60 (W, K/H,SS) GAIN. STEEL. APPLY P.• PLATES TO EACH FACE OF TRUSS AND, UNIFSS OTHFRWISF LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. IrW Buildin Com ents G_ Ina A"Y TNBPECIION OF PLATES FOLLowLD BY I+) 8HA1I. HE PFR ANNE% AJ OF TPI1 "" SEC.'. A SEAL ON THIS fl ••-`G� D U R FAC. 1.25 F ROM L R 9 F p ,1 P ORnWING INDICA TIS ACCF PTANCF Of PR OFESSIO NAI ENGINFERING RESPONSIBILITY SOLELY FOR THE TRUSS f,OM PONEN, s'/111 `N Halves CI ty,FL 33044 BOF U SIGIL N S"OWNDESIGHL R TOT R SAN SI/IPIT1 SLG DZF OF THIS COMFORT NT FOR ANY BUILDING 1% THE RESPONSIBILITY OF THE4- FL Certificate d Authorization#0 278 A P r SPACING 2 4.0" J R E F 1 T H 2 2 3 5_Z 0 2 I111�, UWU KKLFAKtU I-KUM (,UM'UILK 1NYU1 (LUAU) & U1MtN�>1001�,) JUDMIIILU MY IKUJJ MtK. (7186OB- (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL - ATLANTIC BEACH, ** D66) Top chord 2x4 SP #2 120 mph wind, 23.25 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL 4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 34 -1.33 12.37 TC 23 12.37 14.30 TC 33 14.30 26.67 BC 65 0.15 26.52 5X6= 5X6= 3X4% 3 X 4 5 5 f-- 20-7-6 3X6(Al) = 1.5X4 III 3X4= 5X6= 1.5X4 III 3X6(A1) o 1-11-2 12-4-7 I I 12-4-7 J LE 26-8-0 Over 2 Supports =j R=1632 U=748 W-5.5'I R-1508 U-680 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C RT=1.25(1.25) /5(2) 7.33.0114 QTY:1 FL/-/4 -/R - Scale =.25'I/Ft. **WARNING** TRUSSES RE WIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTAI.IING AND BRACING. ' T Q ILL 2 0.0 P S F R E F R235-- 57236 REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 t ......��•• NORTH LEE STREET. SUITE 112. ALEXANDRIA, VA, 22314) AND PUBLISHED(W 000 TRUSS COUNCIL OF AMERICA. 6300 ` ED "PRISE LnNE. MADISON. HI SJ119) FOR SAFETY PRACiI[FS PRIOR i0 PF RTORMING THE SL FUNCTIONS. UNI ESS TC DL 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP C,HO RU SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND HOT1 ON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW Hcusazss 08119077 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BCG, INC. SHA(I NOT ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS UE SIGN: ANY FAILURE TO BUILD THE TRUSS IN C.OMFORMANCE WITH �• i BC LL 10.0 P S F HC-ENG AK/DLJ TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALL I Nf,8 BRACING OF TRUSSf S. TAIL DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF11A) ANO 'Pl. ITN BCG •� A1//�� Z CO NNPCI OR PL A IES ARF MADE OF 20/18/36GA (N.H/SS /K) ASTM A653 OR A D F 40/60 (N. K/H.SS) 'ALV. STEEL. APPLY ^�Q RSC•••; TOT.L D 5 5.0 P S F S E A N 174891 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCA IED ON IR 15 OF SIGN. POSITION PIR DRAWINGS I60A-Z. �•*••* 'N'B: NY INSPECTION OF PLATES FDLLONFD BY (i) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.l. A SEAL ON IH IS • d O U R.F A C 1.25 FROM LR t BUII(tIIHJ(/.i�0ln�]011elltS OCfAAI AWJF1 Inc. .RARING INDICATES AGCFPTANCF OF PR OF 15510 NAI. BE RESPONSIBILITY SOI FIY IOR THE TRUSS COMPONLNI s ,Iw{ Hames City,FL 330 n UESJ GN SHONH. HE SDITABI LIIY AND USF OF THIS C,OMP ONFNT FOR ANY BUILDING IS THE RFSPONSIBILITY OF THE 'O /'/{F BD TIDING DESIGNER PER ANSI/TP1 T 6FG. 2. Apr SPACING 24.0" JREF- 1TH2235_Z02 FL Certificate of Authorization#0 278 I111�, UWb FRLVARLU hNUM t,UMYUitN INPUT (LUAUJ b U1MMIL)NJ) �UbM111tU CT IKU!SJ MYK (7186OB-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL - ATLANTIC BEACH, ** D67) Top chord 2x4 SP #2 120 mph wind, 22.84 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=4.0 psf, wind BC DL-3.0 psf. Iw-1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. (A) Continuous lateral bracing equally spaced on member. Or 2x4 Right end vertical not exposed to wind pressure. #3 or better "T" brace. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 36 -1.33 10.37 TC 42 10.37 26.63 BC 59 0.15 26.63 5X6= 3X4= 4X4= 1.5X4111 1.5X4 (A) 5 4-7-15 20-7 6 5X6= 3X4= 3X6(A1) = 4X4 1�4 1 10-4-7 I 16-3-1 J 26-7-8 Over 2 Supports >1 R=1638 U=718 W=5.5" R=1497 U=698 W=5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) /5(2) 7.33.011 0TY:1 FL/ 4/ R - Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. CJ TC L L 20.0 P S F R E F R235-- 57237 REFER TO SCSI ](DING COMPONENT SAFETY INFORMATION), PUBIISHED BY TPI (TRUSS PLATE INSTITUTE. 218 �.��*'��*•��" NORTH LEE STREET, SUITE 312. ALEXANDRIA, VA, 223]4) AND WTCA (H 000 TRUSS f,OUNCIL OF AMERICA, 6300 ENTERPRISE LANE. MADISON. WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING 'HESE FUNCTIONS. UNLESS I * TC DL 20.0 P S F DATE 04/28/08 OIIIE RWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHFD SIRUCI URAL PANELS AND BOTTOM CHORD SHALL HAVE ,,1W11__ A PROPERLY ATTACHED RIGID CEILING. _ `, y ' �c BC DL 50 PSF DRW HCUSR235 08119072 **IMPORTANT**1'URNISH A COPY OF THIS DESIGN TO 111E INSTALLATION CONTRACTOR. ITN BCG. INC. SHALL NOT Z 1� * (` ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM IHIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COHFORMANCE WITH T BC LL 10.0 P S F HC-ENG AK/DLJ TPI: OR FABRICATING. RANO I.I NG. SHIPPING. INSTALLING & BRACING OF TR USSF S. • E O J DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND IPI. ITW BCG CONNECTOR PLATES ARE MADE OF 2D/18/16GA (W,11/SS/K) ASLM A653 GRADE 40/60 (W, K/H,SS) 'AIV. STIF1. APPLY �•**� •/O R1OP�; TOT.L D. 55.0 P S F S EON 174897 PLATES TO EACH FACE OF TRUSS AND. UNIESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PFR DRAWINGS 160A-2. ` G ITWB011din Com entS — InC. ANY INSPECTION OF PLATES FOLLOWTD BY (i) SI{AL1. BE PER ANNE% n3 OF OTIt 2002 'F -3 a ST AL ON iH19 DUR.FAC. 1.25 FROM LR 4 I p DRAWING INDICATES LATEPTA NCC O' PROFESSIONAL ENGINEERING RE SPD NSI BPI TTY SOLELY FOR JUL TRUSS COMPONENT Haines City,FL 33844 DESIGN INC.DESIGNER THE PER SUITIY SE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE FL Certificate of Authorization#0 278 Apr 2 SPACING 24.0" JREF- 1TH2235_ZO2 I111J UNIT, YKtNAKLU THUM CUMPUILK INPUT (LUAU) 5 UIMLNJIUNJ) �,UtlM111tU MY IKUJJ MIK, (718606 (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL -- ATLANTIC BEACH, ** D68) Top chord 2x4 SP #2 120 mph wind, 22.42 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-4.0 psf, wind BC DL-3.0 psf. Iw-1.00 GCpi (i/ )-0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) TC 38 -1.33 8.37 Deflection meets L/360 live and L/240 total load. TC 34 8.37 26.63 BC 61 0.15 26.63 5X8= 3X4= 1.5X4111 5X6=- 1.5X4,-- 5 3-9-15 ul 20-7-6 3X6(Al) = 3X4= 5X6= 010= 2 X 4 III 1I 4 �I 1, 8-4-7 _I, 18-3-1 _I 26-7-8 Over 2 Supports R=1638 U=715 W=5.5" R=1497 U-680 W-5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) 5(2) 7.33.0114. QTY:1 FL 4 R/- Scale =.25" Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. / T C L L 20.0 P S F R E F R 2 3 5 57238 REFER TO BCSI (BDII`i NG COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 MIRTH LEE STREET. SUITE 112. ALEXANDRIA. VA. 22314) ANO WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE (ANE. MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO Pt111TMING THESE IUNCIIONS. UNLESS v••�A� T C D L 2 Q.Q P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATIACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '. 2 BC DL 5.0 PSF DRW HCUSR235 08119073 "IMPORTANT*'ft URNt SH A COPY LIE IHIS DESIGN 10 THE INSTALIATION CONTRACTOR. ITW BCG. INC. SHALL NOT 1 ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH 1{ B C L L 10.Q P S F HC-ENG A K/D L J iPl; OR IABRICAII"% "ANULING, SHIPPFNG, INSTALLING 8 BRACING OF TRUSSES. OF SIGN CONFORMS WITH ARELICADLE PROVISIONS OF NDS (NAT IDNAL DESIGN SPF C. BY AFBPA) AND TPI. ITW BCG TOT.L D. 5 5.0 P S F S E 0 N- 174903 CO NNECTOR PLATES ARE MADE OF 20118/16GA IW.H/SS/K) ASTM A653 GRADE 40/60 (W. K/H,SS) GALV. STEEL. APPLY r- PLATES TO EACH FACE OF 1RUSS AND. ON I.I.SS 0THFRWISF I.00.ATEIT ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. �.R1OPf ANY INSPEC110N OF PLATES TOLLONED BY (1) -ALl. BE PER ANNEX Al OF TPI1 2002 SEC.1_ A SEAL ON THIS l ITYVBUIIf/I/1(JCarlponen}SpGA/AOI/pIl1C. DRAWING ]HUICAILS ACCCPiANCL OI PROM-1 NAL ENGINECRING RI SPO NSIRII.IiY SOI.EIY FOR THE TRUSS COUPONfNi s(ti� ��• `�` DDR.FAC. 1.25 FROM LR Hames City,FL 33044 O"'GII N SHOWN PER PER SU IIABILI TY AHD USE OF THIS COMPONENT (OR ANY BUILDING IS THE RESPONSIBILITY OF THE ANSI/T P, ' sa. 2. Ap SPACING 24.0" JREF- 1TH2235_ZO2 FL Certificate of Authorization#0 278 1111) UWU PKLPAKLU tKUM (,UMPUItK 1NMU1 (LUAU, 5 U1MtN�IIUNJ) �UGM111tU by IKUJJ MIX. (7186OB-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL - ATLANTIC BEACH, ** D70 2PLY) Top chord 2x4 SP #2 :T2, T3 2x6 SP #2: 2 COMPLETE TRUSSES REQUIRED Bot chord 2x8 SP #1 Dense :B2 2x6 SP #1 Dense: Webs 2x4 SP #3 :W10 2x6 SP #2: :W12 2x4 SP #Z Nailing Schedule: (0.131"x3"-_Gun nails) :W13 2x8 SP #2: Top Chord: 1 Row @ 8.00" o.c. Bot Chord: 1 Row @ 6.50" o.c. SPECIAL LOADS Webs : 1 Row @ 4" o.c. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Use equal spacing between rows and stagger nails TC From 388 FILE at 0.00 to 388 PLF at 6.40 in each row to avoid splitting. TC From 83 PLF at 6.40 to 83 PLF at 17.23 TC From 83 PLF at 17.23 to 83 PLF at 21.40 120 mph wind, 23.15 ft mean hgt, ASCE 7-02, CLOSED bldg, not located TC From 83 PLF at 21.40 to 83 PLF at 26.67 within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL--4.0 psf, wind BC From 30 PLF at 0.00 to 30 FILE at 26.67 BC DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 PLT- 79 LB Conc. Load at (6.67,23.58) PLB- 1421 LB Conc. Load at (6.53,20.65) Wind reactions based on MWFRS pressures. PLB- 26 LB Conc. Load at (6.67,20.65) PLB- 110 LB Conc. Load at (7.10,20.65) , (8.77,20.65) Right end vertical not exposed to wind pressure. PLB- 771 LB Conc. Load at (10.77,20.65) PLB- 1445 LB Conc. Load at (17.90,20.65) IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: PLB- 581 LB Conc. Load at (19.90,20.65) , (21.90,20.65) , (23.90,20.65) CHORD SPACING(IN OC) START(FT) END(FT) (25.90,20.65) TC 20 0.00 6.40 TC 45 6.40 17.23 Deflection meets L/360 live and L/240 total load. TC 54 17.23 21.40 TC 60 21.40 26.67 BC 83 0.15 26.67 5X5= 7X6= 5 7X8= 3X4= T2 3X4= 8X8-T3 3X4 ZW13 4-8-14 5 r- W10 20-7 6 5X5(A4) = 1.5X4 III 5X5= H1010= 3X4= B2 3X4= 7X10= 4X4111 5X5(A4) 6-4-12 J 10-10-0 1_ 4-2-0 J, 5-3-4 _I 26-8-0 Over 2 Supports J R=5829 U=2748 W-=5.5" R=5429 U=2559 W-=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. 20 Gauge HS,Wave C /RT=1.00(1.25) /10(0) 7.33.011 QTY:1 FL/ 4 -/ R/- Scale =.25"/Ft. **WARNING** TRUSSES REWIRE EFTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. wI T C L L 20.0 P S F R E F R235-- 57239 REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 NSF••• NORTH LEE STREET. 51117E 312, ALE%A NORIA, YA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 (` ENTERPRISE LANE. MADISON, WI 537141 FOR SAF I.TY PRACTICES PRIOR TO PERFORMING THESE F1INCTIONS. UNLESS Q• T C D L 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHAH. HAVE PROPERLY IT STRUCTURAL PANELS AND BOTTOM CHORD SHAT HAVE �`i• ••� A PROPERLY ATTACHED RIGID CEILING. No. '� BC DL 5.0 PSF DRW HCUSR235 08119112 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO IHE INSTALLATION CONTRACTOR. IIW BCG, INC. SHALI. NOT :* (` ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BI1TL0 1HE TRUSS IN CDMFORMANCE HITH B C L L 1 0.0 P S F HC-ENG A K/D L J TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING A BRACING OF TRUSSES. A; TATE DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAIIONAL DESIGN SPF C, BY gF6PA) ANp IPI. ITW BCG • TOT.L D 5 50 P S F S E Q N 216240 CONNECTOR PLATES ARE MAOF OF 20/18/16GA (W.H/SS/K) ASTM A653 GRADE 40/60 (W, K/H,SSI Gal 4. STEEL. APPLY I O N�O�P PLATES TO EACH FACE OF TRUSS AND. UNLESS OIHERWISE LOCAIED ON THIS DESIGN, POSITION PER DRAWINGS 160A 7. �••••• 4 '••f 9 pones P ANY INSPECTION OF PLaTFS FOLLOWED BY (i) Sf1ALL BE PER ANNf% A3 OF TPI1-200T SCC.3. A SEAL ON THISs O��•~tb•\ D U R.FAC 1.25 F R 0 M B A ln'tT 8!!%IA/li /C.Olf1 �S Cf�lOAf1 IFtC. DRAWING INpiCAItS ACCEPTANCE OF PROFESSIONAL tNGt NEERING RESPONSIBILITY 501[LY FOR THE TRUSS CONPONE Ni L{Y•� Hames City,FI 33844 BU ILD IINGHDE SI6NE RIIl 'HER SAN517T PI11 SFC RO USE OF IBIS COMPUNE NI FUR ANY BUILDING IS THE RESPONSIRILIIY OF THE FL Certificate of Authorization#0 278 Apr SPACING 24.0" JREF- 1TH2235_ZO2 IM1J UWL, PKtPAKtU FKUM L,UMPUItK INPUT (LUAUJ 6 UIMLNJIUNJ) JUMM111tU MY IKUJJ MFW. (7186OB-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** E71) Top chord 2x4 SP #2 120 mph wind, 27.03 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 End verticals exposed to wind pressure. Deflection meets L1240 Wind reactions based on MWFRS pressures. criteria for brittle and flexible wall coverings. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Roof overhang supports 2.00 psf soffit load. CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 75 1.33 14.33 BC 120 0.00 13.00 5X6= 5 5 F-- 3X4 i0-- 3 X 4 T2-4-1 2-4-1 Fl 23-7-6 3X10= 1.5X4111 1.5X4111 �-- 1-4-0->J �--- 1-4-0->J L 6-6-0 I 6-6-0 I fE 13-0-0 Over 2 Supports R=854 U=446 W=3.5" R=854 U=446 W=3.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) /5(2) 7.33.0114. OTY:3 FL/-/4/-/-/R/- Scale =.5" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, TNSIALA ING ANO BRACING. F T C L L 20.0 P S F R E F R 2 3 5 57240 REFER TO SCSI (BUILDING COMPONENt SAFETY INFORMATION), PUBLISHED BY THE (TRUSS PLATE INSTITUTE. 718 S•••- NORTH LEI STREET, SUITE 312, ALEXANDRIA, VA, 7)"i14) AND WTCA (HOOB TRUSS COUNCIL OF AMERICA. GIGO ••%•\/• Nww••• ENTERPRISE LANE, MAOIST)., WI 53719) FOR SAFETY PRACI ICES PRIOR TO PERFORMING THESE fUN CTIONS. UNLESS V F : TC D L 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCIURAL PANELS AND BOTTOM f,H ORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSE DRW HCUSR235 08119048 **IMFURTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITH BCG. INC. SHALL NOT {� ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMiORMANCE WfTH B C L L l O.O P S F H C E NG AK/DLJ TPI: OR FABR[LATI NG, IIA NOI TNG, SHIPPING. INSTALLING 8 BRACING OF TRUSSES. DESIGN LONE ORHS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ITW BCG STATE OF 1 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W, K/H,SS) GALV, STEEL. APPLY !^� rw• TOT.L D. 55.0 P S F S E O N 175127 PLATES TO EACH FACE Of TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS TEPA-I. •• r�O R,QP•• ANY INSPECTION OF PLATES FOLI.OWEO BY (i) SHALL BE PER nNNE%A3 OF TPII-7002 SEC.3. A SEAL ON THIS D U R.EAC. 1.2 5 FROM L R 17YV Building Components pGroup Inc. DRAWING INDICATES ACCT FIANCE OF PROFCS SIGNAL ENGINEERING RE SPONSIB IT ]iY SOLE I.Y FOR THE IRII SS COMPONE Ni S www ` Hames City,FL 33044 BUILD1fN SHOWN HOFSIGNFR LEER SUNSI/TPLI1 SEAND UZF OF THIS COMPONENT ION ANY BGILDING IS ITT RESPONSIBILITY OF THE / �{ FL Certificate of Authorization#0278 AP •• SPACING 24.0" JREF 1TH2235_Z02 IH15 UWU VKtF'AKtU YNUM E.UMYUILK 1NI'UI (LUAUS & U1MLN�,1UNJ) JUtlM11ILL) BY IKUJJ MYK. (71860B (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** E72) Top chord 2x4 SP #2 120 mph wind, 26.72 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC Webs 2x4 SP #3 DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 End verticals not exposed to wind pressure. Wind reactions based on MWFRS pressures. Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) #1 hip supports 5-0-0 jacks with no webs. TC 61 -1.33 5.00 TC 36 5.00 8.00 Left side jacks have 5-0-0 setback with 0-0-0 cant and 1-4-0 TC 62 8.00 14.33 overhang. End jacks have 5-0-0 setback with 0 0 0 cant and 1-4 0 BC 102 0.00 13.00 overhang. Right side jacks have 5 0-0 setback with 0-0-0 cant and 1-4-0 overhang. Deflection meets L/360 live and L1240 total load. 5X6= 5X6= --J 5 3X44 3 X 4 2-4-1 2-4-1 +3-7-6 3X10= 3X4= 1.5X4 III 1.5X4 III L-- 1-4-0-�-J L<-1-4-0->J I, 5-0-0 _I, 3-0 0 _I, 5-0-0 _I IE 13-0-0 Over 2 Supports R=1253 U=661 W=3.5" R-1253 U=661 W=3.5N Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C RT=1.25(1.25) /5(2) 7.33.011 OTY:2 FL/ 4 R/- Scale =.5" Ft. **WARNING** 11USSE1 REQUIRE E%TREME CARE IN FABRICATION. HANDLING, SHIPPING, INIIALLING AND BRACING. w, T C L L 2 0.0 P S F R E F R235-- 57241 REFER TO BC 11 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 4_.�.\CEN• ,r N 0RT11 LEE STREET, SUITE 312. ALE%ANDRIA. VA. 22314) AND HT CA (NODO LOU SS LDON"' OF AMERICA, DO v ��: - ENTERPRISE LANE, MADISON, NI 53219) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS T C D L 2 0.0 P S F DATE 04/28/08 OF INDICATED TOP CH ORp SHALL HAVE PROPERLY ATTACHE. SIR UCiURAL. PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N l BC DL 5.0 PSF DRW HCUSR235 08119063 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ITW RC.G. INC. SHAII NOT ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH B C L L 1 0.0 P S F HC-ENG A K/D L J IPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. -TAT O DESIGN CONFORMS KITH APPLICABLE PNOYISi0N5 OF NOS (NATIONAL DF SIGN SPEC. 9Y AF BPA) AND iPl. III BCf, ' TOT.L D. 5 5.0 P S F S E O N 175218 CONNECTOR PLATES ARE MADE OF 20/18/IFGA (N.H/SS/R) ASTM A553 GRADE 00/60 (N, K/H,SS) GAEV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS ANO, UNLESS OTHERHISE LOCATED ON THIS p111GN, POSITION PEN DRAWINGS 160A-Z. *�O RVA-; 11W Building ComponentsGrou Inc, ANY INSPECTION OF PLACES ANCE0OF RY (i) ONALL OF PER ANNEX A3 OF TPI1 2002 SOLELY F A SEAL ON THIS (� \� DUR.FAC. 1.25 FROM LR 9 P DRAWING ECI LA T ES ACCEPTANCE OF P.1 111) .NAL ENGINEERING ANG RF SPO NSI BTIITY SOLELY FOR THE TRUSS COMPONENT Haines City,FL 33844 DESIGN SHONN. THE SUITABILITY ANp USE OF THIS COMPONLNT FOR ANY BUILDING IS THE RESPONSIBAIITY OF THE BDALOTNG OFSIGNFR PFR ANSI/TIT A SEL. 2. Apr SPACING 24.0" JREF- 1TH2235_Z02 FL Certificate of Authorization#0 278 IHIJ UWb MKLF'AKtU EKUM (•UMF'UItK 1NYU1 (LUAU) & UiMLNJIUN�) �UMM111tU UY IKUJJ MFR, (71860B (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** G73} Top chord 2x4 SP #2 120 mph wind, 22.15 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 54 1.33 15.46 BC 110 0.15 13.98 5X6= 5 F— 5 20-7-6 1.5 X 4 III 2X4(A ) = 2X4(Al [.,1 4 0� �1 4 0::,.j L 7-0-12 I 7-0-12 14-1-8 Over 2 Supports R=917 U=405 W=5.5" R=917 U=405 W-5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) /5(2) 7.33.011 QTY:l FL/ /4/ / /R/ Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. �•.� T C L L 20.0 P S F R E F R235-- 57242 RE.I Eft TO BCST (BUILDING COMPONENT SAFETY INIDRMATIDN). PUBLISHID BY TPI (TRUSS PLATE INSIIIUTE. 218 .. A NORTH LEE STREET, SUITE 312, ALEXANDRIA. VA. 22314) ANp WTCA (WOOD TRUSS COlIN-IL OF AMERICA, 6300 .��` �.�•{� ENTERPRISE LANE, HAD SON, WI 53]19) FOR SAFETY PRACTICES PRIOR i0 PERFORMING THESE FUNCTIONS. UNLESS TC DL 20.0 P S F DATE 04/28/08 DIDEROT SE INDICATED TOP CHORD SHALL HAVE PROPERLY AITACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL. HAVE u� A PROPERLY ATTACIIID RIGID CEILING. „Y BC DL 5.0 PSF DRW HCUSR235 08119066 •*tMPORTANT*"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH ALPINE TPI; OR FABRICATING. IIANOLING. SHIPPING. INSTALLING s BRACING of IROS"'. OF BC LL 10.0 P S F H C-E NG AK/DLJ DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL, DESIGN SPEC. BY AI-A) AND TPI. ITW BCG T 0 T.L D. 55.0 P S F S EON 175183 CONNECTOR PLATES ARE MADE OF 20/1R/16GA I%%,SS/K) ASTM A653 GRADE 40/60 (W, K/H,SS) GALV. STEFI. APPLY {A� PI ATES TO EACH FACE OT TRUSS AND, DNLE SS OIHFRWI SE LOCATED ON IRIS DF SIGN, POSITION PEN 1)R AM I NGS 1.60A2. • . O R,O••'\ !7WBuildin Co- @llfSGIP InC. ANY INSPECTION Of PLATES FOtIOWFO R, (i) SIIAII RE PER ANNE% A3 OF TPI1-2002 SEC.3. A SEAL ON THIS (�jo�� •� OUR.FAC. 1.25 FROM LR 9 1 ]]p,1A P pRAWiNG INDICA IES All" OF PROFESSIONAL ENGINEERING RESPO NS IMF'TTY SOLELY FOR 1111 1RUSR COMPONENT V Hames CIty,FL 33844 BUILDNNGHDCSIGNER`PER SDITAB IIITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY iiY OF THE FL CertificateofAuthorization#0278 ANSI/`PIIS C 2. Apr SPACING 24.0" JREF- 1TH2235_ZO2 (71860B- (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** G74) Top chord 2x4 SP #2 120 mph wind, 22.13 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 54 -1.33 15.46 BC 110 0.15 13.98 5X6= 5 F— — 5 20-7-6 1.5X4111 2X4(A ) = 2X4(A1 [�_1-4 0::.j t.,1-4-0� I, 7-0-12 _[, 7-0-12 �— 14-1-8 Over 2 Supports --� R-912 U=405 W=5.5" R=912 U=405 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1,25(1.25) /5(2) 7.33.0114 OTY:1 FL /4/ / /R Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FARRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. �. .� r T C L L 20.0 P S F R E F R 2 3 5 57243 REFER FO BCSI (BUILDING COM PONT"' SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PIATE INSTITUTE. 218 NORTH LEE STREET. SUITE 312. ALE%A NDR IA, VA, 22314) AND WTCA (N 00D TRUSS LOU NCIL OF AMERICA. 6300 ENTERPRISE LANE, MADISON. NI 53119) FOR SAFETY PRACTICES PR)0 TO PERT Oft MING THESE FUNCTIONS. UNI.iSS (y. �7 T C D L 20.0 P S F DATE 04/28/08 OTHERHI SF INDICATED TOP LHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE` • ••.v� A PROPS.RLY ATTACHED RIGID CEILING. 2 BC DL 5.0 PSF DRW HCUSR235 08119065 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ITN BCG, INC- SHAFT NOT ALPINE BE RESPONSIBLE FOR ANY UEVIATTON FROM THIS UE SIGN: ANY FAILURE TO BUILD THE IRUSS IN CONFORMANCE WITH 7f B C L L 1 0.0 P S F HC-ENG A K/D L J TPI: OR FABRICATING. HANDLING. SNIPPING, INSTALL TNG 8 BRACING Of IRU SSES. DFSIGN CONFORMS WITH AIRLICADLE PROVSSIONS OF NDS (NAIIONAI DESIGN SPE L, BY AF&PA) AND TPI. ITW BCG �O�. STATE O j CONNECTOR PLATES ARE MADE OT 20/18/16GA IN,H/SS/K) ASTM A653 GRADE 40/60 (W. K/H.SS) GALV. STEEL. APPLY AA TOT.L D. 55.0 P S F S E O N 175187 PLATES TO EACH FACE OF TRUSS AND. UNIT IN. OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-z. •'.^�O 17WBU"d'n Com entsGmu InC. ANY INSPECTION DF PLATES IOI.LDNED DY (f) SHALL RE PER AN NI% A300 TP11r2UU2 LL1Y F A SS C ON THIS S+S��1YA1. \ DER.FAC. 1.25 FROM LR 9 ❑1 O p DRAWING INDICATES ACCEPTANCE OF PROFFSSI ONAL ENGINEERING RF SPBNSIOIIIiY SOLLLY FOR THE TRUSS COMPONENT J Hanle$Clty,l L 33044 BUILDINGHUL SIGNERTPFRSAN SI/1PI1AUI1 SF�UZF OF THIS COMPONE NI FOR ANY pUILFII NG IS tHE RE1PON118111T1 OF IIIL FL Certificate of Authorization#0 278 Apr SPACING 24.0" JREF- 1TH2235_ZO2 IH1J UWU PNLPAI(LU -NUM L.UMPUIEN INPUI (LUAU) 6 UIMLNJIUN�J �UbM111LU MY INU�J MEN, (718608-(OCEAN BLVD )LJ18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** G75) Top chord 2x4 SP #2 120 mph wind, 21.72 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC Webs 2x4 SP #3 DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: #1 hip supports 5-0-0 jacks with no webs. CHORD SPACING(IN OC) START(FT) END(FT) TC 44 -1.33 5.00 Deflection meets L/360 live and L/240 total load. TC 43 5.00 15.46 BC 76 0.15 13.98 5X6= 6X6= --J 5 5 20-7-6 3X4= 1.5X4111 4X4(A2) = 4X4(A2) [.,1-4-O� �1 4-0,J 5-0-0 4-1-8 I 5-0-0 14-1-8 Over 2 Supports R=1356 U=595 W=5.5" R=1356 U=595 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) /5(2) 7.33.011 0TY:1 FL 4 -/-/R/- Scale =.375" Ft. —WARNING— TRUSSES NICE IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. �S..��....y�••� L 2 0,0 P S F R E F 8 2 3 5 57244 PER TO BCST (BEI'ED I NO COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 (r�C NORTH LEE STREET, SOF TE 312, ALEXANDRIA, VA, 22314) AND WTCA (HOOD 1RUS5 COUNCIL OF AMERICA. 6300 ��`�V G ENTERPRISE LANE. MADISON, Ni 53119) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS V '.�/ T C D L 2 0.0 P S F DATE 04/28/08 OTHERWISE INDICAL D TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL II AVE A PROPERLY ATTACHED RIGID CEILING. No. * ` * BC DL 5.0 PSF DRW HCUSR235 08119064 —IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG. INC. SHALL NOT ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH B C L L 1 0.0 P S F HC-ENG A K/D L J TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING 2 GRACING OF TRUSSES. A•� TAT DESIGN CONFORMS WITH APPLICABIF 1— SIGNS OF N05 (NA 110NAL UE SIGN SPEC. BY AF11AI AND TPI. ITN BCG CONNECTOR C,T OR PLATES nRE MADI 0I 20/18/16GA (N,H/SS/K) AStM A653 GRADE 40/60 (W. K/H.SS) GAL V. SiC FL. APPLY �'.�• Pf' TOT LD. 55.0 P S F S E Q N 175191 PI ATFS TO EACH FACE OF TRUSS AHO, IIMESS O1HLftWisC LOCA TCD ON THIS HE SIGN. POST 110" PER DRAWINGS FICA 1. O R10.r ITWBU/Idinl Components Group Inc. ANY INSPECTION OF PLAI[O FOLIOWFD BY I I SNALL GE PLR ANNCX A3 OF FOIL 2002 SEC.3. A SF Al ON T„IS D U R.FAC. 1.25 F R 0 M LIR 9 City, p P DRAWING INDICATES ACCEPTANCE 01 BY ENGINEERING RLSPONSIBIIITY SOLELY FOR THE TR USS COMPONFNi O,IAI Hames City,FL 33844 DESIGN E IGNN SHOWNIGNER IMF R SAINSI/TPIT1 SND HSL OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE /•/�L FL Certificate ofAuthonzation#0278 Apr SPACING 24.0” JREF- 1TH2235_ZO2 IHIJ UW6 YKtYAKIFU TKUM EUMKUItK INPUI (LUAU) 6 U1MtNJiUNJ) JUMM111tU tll IKUJ� MLK. (718608-(OCEAN BLVD )L718/2 OCEAN GROVE/DUVAL - ATLANTIC BEACH, ** H76 2- PLY) Top chord 2x4 SP #2 Bot chord 2x6 SP #2 2 COMPLETE TRUSSES REQUIRED Webs 2x4 SP #3 Nailing Schedule: (0.131"x3"-Gun-nails) Top Chord: 1 Row @12.00" o.c. SPECIAL LOADS Bot Chord: 1 Row @ 6.00" o.c. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.-1.25) Webs : 1 Row @ 4" o.c. TC From 83 PLF at -1.33 to 83 PLF at 4.00 Use equal spacing between rows and stagger nails TC From 109 PLF at 4.00 to 109 PLF at 9.79 in each row to avoid splitting. BC From 4 PLF at -1.33 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 4.00 120 mph wind, 21.51 ft mean hgt, ASCE 7 02, CLOSED bldg, not BC From 43 PLF at 4.00 to 43 PLF at 9.79 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC BC 157 LB Conc. Load at 4.00 DL-4.0 psf, wind BC DL=3.0 psf. Iw=1.00 GCpi (t/ )=0.18 BC 2216 LB Conc. Load at 8.06 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 69 -1.33 4.00 TC 70 4.00 9.79 BC 116 0.15 9.79 5X6= 1.5X4111 4X4= U T5 2-0-1 20-7-6 1.5X4 III 3X10= 2X4(Al) = 1.5X4 III L<-1-4-0-3J L 4-0-0 ,1 5-9-8 1 L 9-9-8 Over 2 Supports -� R=1248 U=553 W=5.5" R=2574 U=1139 W=3" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C /RT=1.25(1.25) /5(2) 7.33.0114. OTY:1 FL 4/ R/- Scale =.5" Ft. **WARNING** TRUSSES REQUIRE 1)(IREMC CARE IN FABRICATION, HANDL INC, SIIIPPIIFC, INITAII.NG AND BRACING. T C L L 20.0 P S F R E F R235- 57245 REFER TO BCST (NUILDING COMPONENT SAFETY INFORMAIION), PUBLISHED BY TPI (TRUSS PLATE IN St I LUTE, 218 NORTH LEE STREET. SUITE 312. ALE%AN0RIA, VA. 223'4) AND WTCA (W 000 TRUSS COUNCIL OF AMERICA, 6300 N /` ENTERPRISE LANE. MADISON. WI 53 IS FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS ��\•• j••�� : T1. DL 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL "AVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALT HAVE !1.. v A PROPERLY ATTACHED RIGID CEILING. Na- BC DL 5.0 PSF DRW NCU SR235 8119111 **IMPORTANT**Fu"xlsH A COPY OF THIS DESIGN TO 111E INSTALLATION CONTRACTOR. ITW BCG, INC. SHALL NOT ♦ p ALPINE BE RESPONSIBIF FOR ANY DEVIAtION FROM THIS OF"FN ; ANY CAI LURE TO BUILD THE TRUSS IN COMFORMANCE WITH B C LL 10.0 P S F HC-ENG AK/DLJ TPI: OR FABR If ATING. HANDL TNG. SHIPPING. INSIALI.TNG 8 BRACING OF TRUSSES. UC SILH CONFORMS NITH APPLICABLE PROVISIONS OF NDS (NAiIONAI DF SIGN SP(C, BY AFEPA) AND TPI. ITN BCG S E Q N 175339 CONNECTOR PLATES ARE HAOF OF 20/18/16GA (W.H/SS/K) ASTM A653 GRADE 40/fiO IN. K/H,SS) GALV. STEEL. APPLY w TOT.L D. 55.0 P S F PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE I.OCAIFO ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. Anv InsPecn 1" DF PLA res Fou oueD Br (1) SHALL Nr PER ANNEx 13 of rPu-2oo2 SEf.3. A SEAL I" T"ls l D R.FAC. 1.2 5 FROM L R ��'{]BU/I(�/Ilgr/i�pfflPOpliiIE/ItS pG�TOL(/P Inc. ORANING INDICATES ACCEPTANCE OF PROFESSIONAL ENG1 HFEft TNG RF_SPON SIBIL[LT SCILLY FOR 1111 TRUSS COMPONENT (r(f "��`�"\ Hames Cl�,FL 33044 Nn1IDING"OESIGNERTPFNSIINSI]TPIT1 SEAND USE OF MIS COMPONENT FOR ANY BUILDING 1S THE RESPONSIBILITY OF THE Y `yam FLCeRificateofAuthori7ation#0278 A AP SPACING 24.0" JREF- 1TH2235_Z02 I HlJ UWG KKLVAKtU YKUM UUMMUILK 1N1-`UI (LUAU) & U1MtNJ1UNJ) JUtlM111LU BY IKUJJ MtIX. (718608-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL - ATLANTIC BEACH, ** H77) Top chord 2x4 SP #2 :T2 2x4 SP #1 Dense: 120 mph wind, 21.72 ft mean hgt, ASCE 7 02, CLOSED bldg, not Bot chord 2x4 SP #2 :B2 2x4 SP #1 Dense: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 :W6 2x4 SP #2: DL-4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (t/ )=0.18 SPECIAL LOADS Right end vertical not exposed to wind pressure. ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.EAC.-1.25) TC From 83 PLF at -1.33 to 83 FILE at 5.00 Roof overhang supports 2.00 psf soffit load. TC from 132 PLF at 5.00 to 132 PLF at 20.33 BC From 4 PEE at -1.33 to 4 PLF at 0.00 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BC From 30 FEE at 0.00 to 30 PLF at 5.00 CHORD SPACING(IN OC) START(FT) END(FT) BC From 50 PLF at 5.00 to 50 PLF at 20.33 TC 32 -1.33 5.00 TC 170 LB Conc. Load at 16.25 TC 22 5.00 20.33 BC 296 LB Conc. Load at 5.00 BC 55 0.15 20.33 BC 269 LB Conc. Load at 16.25 Wind reactions based on MWFRS pressures. Deflection meets L/360 live and L/240 total load. NOTE:Specified hangers) based on Southern pine lumber values. Refer to hanger manufacturer's product catalog for proper applications HANGER - Simpson HUS26 or equivalent. H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. 5X8= 1.5X4111 3X4= 4X8= 2 T 5 E 4-- r-I- W 2 5-1 20-7-6 1.5X4111 H0610= 132 3X12= 3X3111 3X10(131) �_1-4-0� 5-0-0 _I, 15-4-0 1 fE 20-4-0 Over 2 Supports R=1997 U=891 W=5.5" R=2216 U-989 Design Crit: TPI-2002(STD) /FBC PLT TYP. 20 Gauge HS,Wave Cq RT=1.25(1.25) /5(2) 7.3 3.0 1 OTY:l FL /4 / /R/ Scale =.375"/Ft. "WARNING" TRUSSES RFIIUIRI EXTREME CARE IN FABRICATI(N. HANDLING, SHIPPING, INS LATE I AND BRACING. S T C L L 20.0 P S F R E F R235-- 57246 REFER IO.CSI LOUILDING COM PONE Ni SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSII TUT E. I. �•�.\j�A� NORTH LEE STREET SUITE 312. ALEXANDRIA, VA, 22314) AND FUEL(WOOD IROSS COUNCIL OF AMERICA. 6300 V ENTERPRISE LANE. MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FLINCiIONS. UNLESS T C D L 2 0.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAI PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .Nq 't * 1 -IMPORTANT-FURNISH A COPY OF THIS DESIGN i0 THE INSTALLATION CONTRACTOR. ITW BCG. INC. SHALT. NO BC DL 5.0 PSF DRW HCUSR235 08119100 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS UE SIGN; ANY FAILURE TD BUILD THE INUSS IN COMFORMANCE WITH ALPINE TPI; OR FABRICATING. HANDL,NG. SHIPPING. ,„STALLING RRA f,1NG DF TRUSses. BC LL 10.0 P S F HC-ENG AK/DLJ DESIGN CONFORMS WITH APPLICABLE PROVISIONS DF NDS (NATIONAL DESIGN SPEC, BY A18PA) AND TPI. ITW BCG • TOT.L D. 5 5.0 P S F S E O N 175335 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W, K/H,SS) GALV. STEEL. APPLY /Q�, KATES TO EACH FACE OF TRUSS AND, IINLFSS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z. 1• F,,� Rt'y Building Components CfI01/ Inc. ANY INSPECTION OF PLATES TOLLOWLD BY (i) SHALL BE PER ANNEX A3 OF TPI, 2002 SEC.3. A SEAL ON THIS • D D R.FAC. 1.25 F R O M LR 9 mpon f p DRAWING INDICATES ACCT PIANCE Of PROFESSIONAL ENGINF.ERI NG RFSPO N'18IF TTY SOLELY FOR 1111 TRUSS COMPONENT � o`IAl Haloes CITY,FL 33844 DFS 1`7BUS IDIN GHOESIGNER"" SUNSI/IP1 TI ANDS PC USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE l•M` FL Certificate of Authorization#0 278 A SPACING 24.0" J R E F- 1 T H 2 2 3 5_Z 0 2 IM1S UWU PKLPAKLU I-KUM UUMPUILK INPUT (LUAUS 6 UIMLINSIUNS) SUb M111tU BE IKUSS MtK. (718608-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** H78) Top chord 2x4 SP #2 SPECIAL LOADS Bot chord 2x6 SP #2 -----(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 83 PLF at -1.33 to 83 PLF at 5.00 120 mph wind, 21.72 ft mean hgt, ASCE 7-02, CLOSED bldg, not BC From 4 PLF at -1.33 to 4 PLF at 0.00 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC BC From 30 PLF at 0.00 to 30 PLF at 5.00 DL-4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (+/-)--0.18 BC 234 LB Conc. Load at 1.06, 3.06 Wind reactions based on MWFRS pressures. Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 75 -1.33 5.00 Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. BC 58 0.15 5.00 Provide ( 3 ) 0.131"0" nails, toe nailed at Bot chord. R=170 U=102 T 22-8-15 2 R-269 U=63 20-7-6 2X4(Al) L<-1-4-0-3-J i—5-0-0 Over 3 Supports R=712 U=301 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) /5(2) 7.33.0114 QTY:1 FL/-/4/-/ R - Scale =.5" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. ................�� T C L L 20.0 P S F R E F R 2 3 5 57247 RFFFR i0 BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 � NORIH LEI STREET. SUITE 312, AL EXA NORIA, VA, 22314) ANp NTCA (WOOD TRUSS COUNCIL OF AMERICA. 63DO �:••`` S /` ENTERPRISE LANE, MADISON. N[ 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS V T1� D L 20.0 P S F DATE D 4 28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. a •7 O 12 BC DL 5.0 PSF DRW HCUSR235 08119099 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. IiW BCG. INC. SHALT NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COME ORMANCE WITH ALPINE TPI: 0R FA BRICAFING. HANDII NG. SHIPPING. INSIALLI NG d BRACING OF TRUSSES. = B C L L 10.0 P S F HC-ENG A K/D L J _.o': STA DESIGN CONFORMS WIIIf AP PI.TCA BLE PROVISIONS OF N05 (NAT ToA DESIGN SPEC, BY AFRPA) AND TPI. ITW RCG I� CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,11/55/K) ASTM A653 GRADE 40/60 (W, K/H,SS) GAIV. STEEL. APPLY •••^ P•� TOT.L D. 5 5.0 P S F S E Q N 175329 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-]. • O R r��\ 17WBuildin Can ents&OU InC. ANY INSPECTION OF PLATES "'LOW" BY (Y) SIIALL BE PER ANNEX A3 IM) BTPl]-2002 SEC.3. A SL AL ON THIS \ DUR.FAC. 1.25 FROM LR 9 �n P DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RES ILI IY SOL EIY FOR THE FRUSS COMPONENT w\ Haines City,FL 33844 RESIGN GH O E NIGHER THESUITABILITY SUITABANSI/ILITY ANDSECUSE Of THIS COMPONENT FOR ANY BUILDING IS IHL RESPONSIBILITY OF THEBUILPSL FL Certificate of Authorization#0 278 Pr SPACING 24.0" JREF- 1TH2235_ZO2 INIJ UWU PKLFAKLU YKUM CUMULI ILK INFU I (LUAU) 6 UIMLN�IUN�) �UMMIIItU by IKUJJ MY K. (71860B-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL - ATLANTIC BEACH, ** K85) Top chord 2x4 SP #2 120 mph wind, 22.87 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) TC 75 1.33 10.56 Deflection meets L/360 live and L1240 total load. BC 107 0.15 10.56 NOTE:Specified hanger(s) based on Southern pine lumber values. Refer to hanger manufacturer's product catalog for proper applications 2X4 III HANGER - Simpson HUS26 or equivalent. H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. 3 X 4 4-8-14 5 ( 20-7-6 1.5X4 III 5X6(R) III 2X4(A ) L<-1-4-0-->J 10-6-12 Over 2 Supports R=733 U-274 W=5.5" R=581 U=320 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) 10(0) 7.33.011 QTY:3 FL/ 4/-/-/R/- Scale =.5" Ft. —WARNING** TRUSSES REOUIRE E1111ME CARL IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F R235-- 57248 REFER TO RCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 S•••• NORTH LEE STREET. SUITE 312, ALEXANDRIA, VA,.22314) ANO NTCA (NOOO TRUSS COUNCIL OF AMERICA, 6100 .S•*• ENTERPRISE LANE. MADISON. NI 53719) FOR SAFETY PRAIIICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS C � T C D L 2 0.0 P S F DATE 04/28/08 O T HE RNI SE IND AIED TOP CII O RD SHALL MAVE PROPERLY ATTACHED STRUCTURAL PANELS AND 80 IF 'I'D RD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW HCUSR235 08119094 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM 'HIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMFORMA NCE NITH ALPINE TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING B BRACT OF TRUSSES. ' BC LL 10.0 P S F HC A K/D L J DESIGN CONTORMS NITH APPLICABLE PROVISIONS OF NOS (NATIONAL UT SIGN SPEC, BY AFBPA) AND TPI. ITN BCG -o: TATE O T 0 T.L D 5 50 P S F S E 0 N 216255 CONNECTOR PLATES ARE MADE OF 2O118/16GA (N,H/SS/K) ASIM A653 GRADE 40/60 (W. K/IT.SS) GALV. STEEL. APPLY /w� s i PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z. �•* n�O R�0`'✓ 17WBuildin ComponentsGrou /nc. ANY INSPECIION OF PI.AT1$F.II.WED BY (i) STIALL RE PER ANNE% A3 OT IPII-2002 SEC... A SEAL ON THIS .. f•r` DUR.FAC. 1.25 FROM BA 9 A,1 P DRANING 1NDI CAIFS ACCF PTANCF OF PROF FSS/.NAL ENGINEERING RE SPO NSIBIL1rl SOLELY FOR 1111 TRUSS COMPONENT Hames City,FL 33844 DUILDNNGHDESIGNERiHERSAN51/IP TTI SEC_Y AND USE OF THTS COMPONENT FOR ANY BUILDING IS TOT RESP.NSIDII ITY OF THE FL Certificate of Authorization#0278 APr SPACING 24.0" JREF- 1TH2235_Z02 IHIJ UWU PRtPAKtU tKUM LUMPUILK INPUT (LUAU) 6 U1MtNJ1(,TNJ) JUbM111tU by TKUJJ MFR. (71860B (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL - ATLANTIC BEACH, ** K86) Top chord 2x4 SP #2 120 mph wind, 22.55 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT I1, EXP C, wind TC Webs 2x4 SP #3 DL-=4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (i/-)--0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) TC 72 -1.33 9.00 Deflection meets L/360 live and L1240 total load. TC 19 9.00 10.56 BC 107- 0.15 10.56 NOTE:Specified hanger(s) based on Southern pine lumber values. Refer to hanger manufacturer's product catalog for proper applications HANGER - Simpson HUS26 or equivalent. 4X4= 1.5X4111 H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. 1.5X4 111 5 4 1-1 2076 3X4= 5X6(R) III 2X4(A ) �1-4-0--,J h 9-0-0 _I, 1-6-12 ,I 10-6-12 Over 2 Supports — J R=733 U=287 W=5.5" R=581 U=300 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C RT=1.00(1.25) /10(0) 7.33.011 QTY:1 FL -/4/-/ R - Scale =.511 Ft. 1. **WARNING** TRUSSES 111UIRE EXTREME CARE IN FIERICA11O1. HANDLING. SHIPPING. INSTALLING AND BRACING. TCLL 20.0 P S F R E F 8 2 3 5 5724 9 REFER TO BC51 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHEO BY TPI (TRUSS PLATE INSTITUTE. 218 �•.•••••••••• NORTH LEF STREET. SDITF 312, ALEXANDRIA, VA, 22314) ANU WTCA (X)00 TRUSS COIIHCIL OF AMERICA, 6300 ENTERPRISE LANE. MADISON, NI 5)]19) FOR SAFEIY PRACTICES PRIOR TO PERFORMING THESE FUNCTIDNS. UNLESS V TC DL 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHaLI HAVE PROPERLY AiTAf.HED STRUCTURAL PANELS AND BOTTOM CIfORp SHALL NAVE •� A PROPERLY ATTACHED RIGID CEIIING. * : BC DL 5.0 PSF DRW HCUSR235 08119093 **IMPORTANT**FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ITW BCG, INC. SHALL NOT /` ALPINE BE RCSPONSIBLL FOR ANY 0eI1ATB.LROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMIORMANCE WITH T BC ILL 1 0.0 P S F FIC-ENG AK/DLJ TPI: OR FABRIf,ATING, TIANDLING. SHIPPING. INSTaI-LING 6 BRACING OF TRUSSES. =A: $1 E F DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY 11811) AND TPF. ITH BCG w CONNECTOR PLAIFS ARE IT-, 01 20/TO/ IGGA IWKI ASTM A653 GRADE 40/60 (W, K/H,55) 'ALV. STEEL. APPLY �• •/`/O RIO • TOT.L.D. 55.0 P S F S E Q N 216256 PI RTES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PLR DRAWINGS 16O A- Z. • •l a �• 9 components P ANY INSPECTION OF PLATES TOT[OWED BY (;) SHALL BE PER ANNEX A3 OF TPI,-2002 SEC— A SEAL DN TNIS S/ A4 D U R FAC 1.25 F R 0 M BAT l7WBuildin com t5 urilOU 1/JC. DRAWING INDICAIES ACCEPTANCE OF PROFESSIONAL ENGINFIRING RESPONSIBILITY GOLELY FOR THE TRUSS COMPONENT v L� Haines City,FL 33844 DESIGNBIJIDIGHOESIGNFRTPFR SAN51/TPITL SNAND UZE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OT THE FL Certificate of Authorization 4 0 278 Apr 2 SPACING 24.0" JREF- 1TH2235_Z02 II11J UWU FKLKAKtU tKUM UUMFUILK INPUT (LUAUS 6 UIMLNJIUNJ) JUBM111tU MY IKUJ� MFK. (71860B (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL -- ATLANTIC BEACH, ** K87) Top chord 2x4 SP #2 120 mph wind, 22.13 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC Webs 2x4 SP #3 DL-3.0 psf. Iw=1.00 GCpi (i-/ )=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) TC 50 -1.33 7.00 #1 hip supports 7-0-0 jacks with no webs. TC 43 7.00 10.56 BC 96 0.15 10.56 Deflection meets L/360 live and L/240 total load. NOTE:Specified hanger(s) based on Southern pine lumber values. Refer to hanger manufacturer's product catalog for proper applications HANGER - Simpson HUS26 or equivalent. H =recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer 5 X 5= 5X5= publication for additional information. 5 �— 3-3-1 20-7-6 5X5= 2X4111 2X (A ) L,-- 1-4-0-->J 7-0-0 ,�_ 3-6-12 1 IE 10-6-12 Over 2 Supports --� R=1011 U-462 W=5.5" R=1445 U=620 Design Crit: TPI-2002(STD) /FBC PET TYP. Wave C /RT=1.00(1.25) 10(0) 7.33.0114. QTY:1 FL/ 4/-/ R/- Scale =.5" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICAI ION, HANDLING, SHIPPING, INSTALLING AND BRACING. TC LL 20.0 P S F R E F R235-- 57250 REFER i0 BC.SI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHFD BY TPI (TRUSS PLATE INSTITUTE. 218 NORTH LEE STREET, SUITE 312. ALEXANDRIA, VA, 22314) AND NTCA (HOOD TRUSS COUNCIL OF AMERICA. G300 •.••*•C�•• ENT RPRISE LANE. MADISON, WI 53/19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS ��` G �•.•. T C D L 20.0 P S F DATE 04/28/08 OTHERWISE INOI f,AIED TOP CHORD SHALL HAVE PROPE RLV ATTACHED STRUCTURAL PANELS ANU BO'TO M CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIt.ING. N 1 % BC DL 5.0 PSF DRW HCUSR235 08119109 —IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG. INC. SIIAII. NOT , ALPINE BE RESPON S['LE FOR ANY DEVIATIDN FROM THIS DESIGN: ANY FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH B C L L 1 0.0 P S F H C-E N G AK/DLJ TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING 6 BRACING OF IRDS IF S. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAI DESIGN SPEC. BY AF&PA) AND TPI. ITW BC �-• STAT TOT.L D. 55.0 P S F S E Q N 216257 CONNECTOR PLATES ARE MADE OF 20/I8/15GA (N,11/SS/K) ASTM A553 GRADE 40/60 (N, K/H.SS) GALV. STEEL. APPLY /. �• PLATES i0 EACH FACE OF TRUSS AND, UNLF SS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS t60A-2. �•• Q R10,.•G ITW Building Components Grow InC. ANY INSPECTION OF PLATES FO,E(1WLU BY (i) SFIALL DE PER ANNEX 13 OF 1PI1-TOOT SEC.3. A SEAL ON 11115 ••l D U R.FAC. 1.25 FROM B A 9/�F��n p A p DRAWING iNDI C.AT ES ACCEPTANCE OF PR OTF SSIONAI ENGINEERING RE SPO NSIDILIIY COI EIY FOR THE TRII SS COMPONL NT t HamesClty,FL 33844 BUILDNNGHOE _UUTPERBAN51/TPITI SEC 1121 OF THIS COMPONENT FOR ANY UUILOING IS II11 RESPONSIBILITY OF 1HE �) • �• FLCertificateo£Authorization#0278 AP SPACING 24.0" JREF 1TH2235_Z02 INIJ UWU PRE VARIED FRUM LUMPUILK 1NF'UI (LUAUS G UIMLN�IUNJ) JUISM111LU IS IKUJJ MH K. (718606 (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** L88) Top chord 2x4 SP ff2 120 mph wind, 24.30 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC Webs 2x4 SP #3 DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: #1 hip supports 3 0 0 jacks with no webs. CHORD SPACING(IN OC) START(FT) END(FT) TC 56 -1.33 3.00 Deflection meets L/360 live and L/240 total load. TC 24 3.00 5.00 TC 56 5.00 9.33 BC 37 0.15 3.13 BC 21 3.13 4.88 BC 37 4.88 7.85 4X4= 3X4= 4X4= 5 5 5X12= 5X12= 3 L— 23-7-6 3 2X4(Al) 2X4(Al) �-- 1-4-0-�-J L-1-4-0-BJ 1 3-0-0 2-0-0 3-0-0 3-1-8 1-9-0 -1 3-1-8 �l L 8-0-0 Over 2 Supports — R=667 U=338 W=5.5" R=667 U=338 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.00(1.25) /10(0) 7.33.0114.lJowin,, QTY:2 FL 4 R/- Scale =.5"/Ft. —WARNING— TRUSSES 111111111 EXTREME CARE IN FABRICATION, HANUI.TNG. SHIPPING. INSTALLING AND BRACING. S F I�, TC LL 20 .0 P S F R E F R235-- 57251 REFER TO BC SI (BUILDING COMPONENT SAFETY TNI 0RMA110N), PUBLISHED BY TPI 111U11 PLATE INSTITUTE. 218 NORTH LEE 'INEET, 5 O TE 312. ALEXANDRIA, VA, 22314) AND WTIA (WOOD TRU55 COUNCIL OF AMERICA, 6300 �•r�� EN IF RPRISE LANE, MADISON, W1 53)19) FOR SAFETY PRA C I'I CES PRIOR TO PERFORMING 1HESE FUN,T IONS. UNLESS D L 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAY[ PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL IIAVE A PROPERLY ATTACHED RIGID CEILING. _ No 5 BC DL 5.0 PSF DRW HCUSR235 08119098 —IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCC, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH ALPINE Pl: OR IABRIDATING. HANDLING. SHIPPING. INSIALIFING 8 BRACING OF TRUSSES. _* T C BC LL 10.0 P S F HC AK/DLJ DESIGN CONTORMS WITH MAIP ADE ,ABLE PROVISIONS IT NUS (NATIONAL DESIGN SPEC, BY AFRPA) I G TPI. ITW BCG 1 Or TOT.L D 55.0 P S F S E A N 216258 CONNCCIOR PL nTES ARE MADE OF 20/]e/16GA (W,H/SS/K) ASTM A653 GRADE AO/60 (W, K/H.SS) GALY. STEEL. APPLY PI-ATOS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS I60A-Z. /•�. ....0 / Mot �� ITWBuildin Cont tS GIDU Ina, ANY INSPECTION DF PLATE$ FOLLOWED BY (i) SHALL BE PER ANNEX A3 OT TPI;-2002 SEC.3. A SCAT. (1N 1H11 - •U Rftot O U R.FAC. 1.25 F R 0 M BA tl en1 AI P 0RAWJ NG INDICATES ACCEPTANCE OF PDOIF SSIO NAL ENGINEERING RESPONSIDI LI TY SOIILY FOR TIE IRU SS COMPO Nf NT Hames City,FL 33aaa BUILDING IDESIGN[R TPE RSA NSI/1 PTI] SABU FC USL QI THIS COMPONENT FOR ANY BUILDING IS TNF RE SPONSIB LLIIY OF THE Y/ •�/�• FL Certificate of Authorization#0 278 A P r !• SPACING 24.0" J R E F- 1 T H 2 2 3 5_Z 0 2 THIS UWG VKLFAKtU YKVM I,VMYUILK INL'UI (LUAU) 5 U1MtNJIUN�,) JUbM111tU by IRU�,S MYK. (71860B (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** M90) Top chord 2x4 SP #2 120 mph wind, 22.28 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x6 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC Webs 2x4 SP #3 DL-3.0 psf. Iw-=1.00 GCpi (+/-)=0.18 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Wind reactions based on MWFRS pressures. CHORD SPACING(IN OC) START(FT) END(FT) TC 71 0.00 6.40 Right end vertical not exposed to wind pressure. BC 75 0.15 6.40 Girder supports 7-0 0 span to BC one face and 2-0-0 span to TC/BC Deflection meets L/360 live and L/240 total load. split opposite face. NOTE:Specified hanger(s) based on Southern pine lumber values. Refer to hanger manufacturer's product catalog for proper applications HANGER - Simpson HUS26 or equivalent. H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer t0 manufacturer publication for additional information. 1.5X4111 3X4% 5 3 0-0 Lj 2 0 7 6 3 X 3 III 08(R) III 2X4(A1) <6-4-12 Over 2 Supports R-807 U=353 W=5.511 R=771 U-337 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.00(1.25) /10(0) 7.33.011QTY1 FL/ /4 /R/ Scale =.5"/Ft. -WARNING**TRUSSES REQUIRE E%TRENE CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING.ACING. G T C L L 20.0 P S F R E F 8 2 3 5 57252 REI ER TO BCS) (BUILDING COMPONENT SAFFTY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 `:.' �*•••••�•..•• NORTH LEE STREET. SUITE 3I, ALEXANDRIA. VA. 22314) AND WTCA (WOOD TRUSS COUNf,IL OF AMERICA. 6100 C(� o I NIE RPRISE LANE, MADISON, WI 53)19) F'OR SAFETY PRACTICES PRIOR TO PERFORMING THE SF FUNCTIONS. II N LESS ;v� T C D L 2 0.O P S F DATE 0 4/2 8/0 8 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE -. A PROPERLY ATTACHED RIGID CEILING. �* . BC DL 5.0 PSF DRW HCUSR235 08119096 **IMPORTANT**FURNISH A COPY OF THIS DESIGN 10 111E INSTALLATION CONTRACTOR. IOW BCG. INC. SHA)I. HOT ALPINE BE RESPOxs"IE FOR ANY DEVIATION FN1M THIS DESIGN; ANY FAILURE TD Bu nD rNF 'NO" IN COMFIRMANCE WITH S ATE F B C L L 10.0 P S F H C-ENG AK/DLJ IPI; OR FABRICATING. NA ND TNG• SHIPPING. INSTALL TNG 6 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFbPA) AND TPI. ITN BCG . A TOT.L.D. 5 5.0 P S F S E Q N 216260 CONNECTOR PLATES ARE MADE OF 20/18/1BOA IW,H/SS/K) ASTM A653 GRADE 40/60 (W, K/H.SSI GALV. STEEL. APPLY I� p PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCAILD ON THIS DESIGN, POSIIION PER DRAWINGS 160A Z. --&0F1%0 Q F1%0 Inveuildin Co nentsGrou Inc. ANY INSPUCITIN OF PLATFs 11LI1WED BY (,) SHnu DL PLR ANNE% AH 1F ,Pn-2112 sEC.3. A SEAI ON THIS NAL OUR G DDR.FAC. 1.25 FROM BA 9 F`P0 �♦ P DRAWING INDICATES ACC,PIANCE OF PR OFES SIOHAL ENGINEERING RESPO NSIBI LI tY SOLELY FOR THL IRU SS COMPONENT Haines City,FL 33844 SiOWN THE SUITABILITY UE 1F THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER FLCertificate ofAuthorization#0278 ANS)/TPII SEC. SApr 28 SPACING 24.0" JREF- 1TH2235_ZO2 In1� UNO VKLYAKto FKUM LUMEUILK 1NYU1 (LUAU) L U1MtNb1UNJ) JUbM111LU bT IKUJJ Mt K'. (71860B (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** M93) Top chord 2x4 SP #2 Bot chord 2x6 SP #2 2 COMPLETE TRUSSES REQUIRED " Webs 2x4 SP #3 Nailing Schedule: (0.131"x3"—Gun—nails) Top Chord: I Row @ 7.50" o.c. SPECIAL LOADS Bot Chord: 1 Row @12.00" o.c. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Webs : 1 Row @ 4" o.c. TC From 425 PLF at 0.00 to 425 PLE at 6.40 Use equal spacing between rows and stagger nails BC - From 30 PLF at 0.00 to 30 PLF at 6.40 in each row to avoid splitting. 120 mph wind, 22.28 ft mean hgt, ASCE 7-02, CLOSED bldg, not Wind reactions based on MWFRS pressures. located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. Iw=1.00 GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 83 0.00 6.40 BC 75 0.15 6.40 NOTE:Specified hanger(s) based on Southern pine lumber values. Refer to hanger manufacturer's product catalog for proper applications HANGER - Simpson HHUS26-2 or equivalent. H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. 1.5 X 4 III 3 X 4 5 3-0-0 20-7-6 1.5X4 III 4X8(R) III 2X4(Al) LE 6-4-12 Over 2 Supports 3 R=1489 U=679 W°-5.5" R=1421 U=648 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 7.33.0114 OTY:1 FL/-/4/-/-/R/- Scale =.511/Ft. **WARNING** TRUSSES REDUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING, INSTAI I.ING ANO BRACING. S T C L L 2 0.0 P S F R E F R 2 3 5 57253 REFER TO BC SI 'DO" U IN' COMPO NINT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE IN SI I TUTE. 218 NORTH LEE STREET. SUITE 312, AL EX A NORIA, VA. 223141 AND NTCA (WOOD TRU55 COUNCIL OF AMERICA, 6300 �� • — p ENTERPRISE LANE, MADISON. WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THIG SF ItINCT10N5. UNLESS •�� TC DI 20.0 P S F DATE 0 A/2 8/0 8 OT IIF RW ISE INDICATED TOP CHORD SIIAIL HAVE PROPERLY ATTACHED SIR UCI URAL PANELS AND BOTTOM CHORD SHALL HAVE LJ `4 A PROPERLY ATTACHED RIGID CEILING. _ % * BC DL 5.0 PSF DRW HCUSR235 06119108 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. IlW BCG. INC. SHALL N ` • /` ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD IIIL TRUSS IN COMFORMANCE WITH S B C L L 1 0.0 P S F H C E N G AK/DLJ TPI; OR FABRICATING. HANDLING. SHIPPING. INSIAII.ING b OR OF TRUSSES. ATE HE SIGN CONFORMS WITH Al PL ICABIE PROVISIONS OF NDS (NATIONAL DESIGN SPF C. BY AFBPA) AND iPl. ITW BCG f,O NNEGTDR PLATES ARE MADE DF 2D�18�I6GA (N.H,SS,k) ASTM A653 GRADE 40�6D (W. R,N.SS) GALV. STEEL. APPLY s,l O RIVPG� TOT.L D. 55.0 P S F S E O N- 216263 PLAIES 10 TACH FACE OF TRUSS AND. UNLESS OTHERWISE LU CATFD ON THIS DESIGN. POSITION PCR DRANINGS 160A-2. 17YVBuildingComponentsGroupInc. ANY INSPECTION OF PLATES FoLLoNED BY (i) SHAtL BE PER ANNEX A3 OF TO II-2001 SCC.3. A SEAL ON 71115 S/0��1� DUR.FAC. 1.25 FROM BA C p DRAWING INDICATES ACCEPTANCE OF PROFCSSIONAI ENGINEERING RESPONSIBILITY SOLCIY FOR THE TRUSS CUMPONL NT / Haines City,FL 33844 BUILOIINGH HESIGNFRTPERSHNSIJT PII I SE C.DZC OF THIS f.OMPONENi FOR ANY BUILUIHG 15 INC RF SPONSIBILIIY OF IHt FLCertificate ofAuthorization#0278 A Apr 2 SPACING 24.0" JREF- 1TH2235_ZO2 I I11J UWU VRtVARtL) YIIUM 1,UMVl1VtR INPUT kLUAUJ —01— (71860B (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** EJ99) Top chord 2x4 SP #2 120 mph wind, 22.41 ft mean hgt, ASCE 7-02, CLOSED 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. Iw-1.00 GCpi ((/-)-0.18 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Wind reactions based on MWFRS pressures. TC 75 0.00 7.00 BC 83 0.13 7.00 Deflection meets L/360 live and L/240 total load. Provide ( 3 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. NOTE:Specified hanger(s) based on Southern pine lumber values. Refer to hanger manufacturer's product catalog for proper applications HANGER - Simpson HUS26 or equivalent. H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. R=261 U=197 23-6-15 5 F- 3-3-1 R=129 U=14 0-7-6 2X4(A1) <— 7-0-0 Over 3 Supports R=404 U=133 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.00(1.25) 10(0) 7.33.0114 OTY:2 FL/ 4/-/-/R - Scale =.5" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTAI.I.ING AND BRACING. S T C L L 2 0.0 P S F R E F R 2 3 5 57254 REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 ��L (1 NORTH LCE STREET, SUITE 312, ALL%ANURIA. VA, 223Id7 AND WE CA (WOOD TRUSS COON CIL OF AMERICA, 6300 f• S"." E NIE RPR ISE I.ANE, MADISON. NI 53]79) FOR SAFETY PRACT]f,ES PRIOR TO PERFORMING THESE FUNCi IONS. IINL ESS C TC DL 20.0 P S F DATE 04/28/0S OTHERWISE IN CAiED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL. HAVE A PROPERLY ATTACHED RIGID CEILING. 2 BC DL 5.0 PSF DRW HCUSR235 08119095 **IMPt){TT AN7**F URN1511 A COPY OF THIS DESIGN TO THE INSTALLA110N CONTRACTOR. IIW BCG. INC. SHALL NOT ALPINE BE BESPON518LE FOR ANY OEVIAIION FROM THIS DESIGN: ANY FAILURE TO BUILD tHE TRUSS IN COMEORMANCE WITH S B C L L 1 0.0 P S F H C-ENG AK/DLJ TPI: OR FABRIf.ATIN6. IT A'N'D' 5111 PPI NG. INSTALLING 6 BRACT NG OF TRUSSES. �IQ� STATE O DESIGN Co BEORM5 WITH AP"'ICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ITW BCG �: .A TOT.L D. 55.0 P S F S E Q N 216269 CONNECTOR CTOR PLATES ARE MAGE OF 20/1B/]6Gn (N.H/SS/K) ASTM A653 GRADE 40/60 (W. %/H,S5) GA LY. ST F.E L. APPLY I*�/O�,O. PI.ATES TO EACH FACE OF TRUSS ANO, UNLESS OIHENHISE LOCATED ON 1HI5 DESIGN. POSI710N PER DRAW NGS N60A-2. l ANY INSPE C,TIDN OF PLATES FOLLOWED BY (i) SHALL 8E PFR AN Nt% A3 OT iPI12UO2 SF C.3. A SE AI. DH IH IS E,,E �7wBU/�III/19 Ci0/1ip0/I@n(S GA/IX/p Inc. URAWI NG INDICA(11 ACI;E PTANCE OF PROFESSIONAL ENGINEERING RC SPONSIB IL TTY SOLELY FOR THF TRUSS COM P(�NEHT '/A� DDR•FAC 1.25 FROM BA Haines City,FL 33844 DESIGN SIVDNN. AeiLilY AND USE OT THIS COMPONENT FOR AIIY BUSLDING IS IH£ RF SPONSIBILITY OF T1(E I•/{ BUILDING DESIGNER PER ANS1�TPI 1 ,EC. 2. Apr 2 SPACING 24.0 JREF- 1TH2235_ZO2 FL Certificate of Authorization#0 278 I1`11J UWU PKtYAKtU VKUM 1,UMPUItK INPUT (LUAU) N UIMtNJIUNJ) JUMMIIILL) by IKUJS MER. (7186OB- (OCEAN BLVD )LI1812 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** EJ100) Top chord 2x4 SP #2 120 mph wind, 21.72 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TIC 01--4.0 psf, wind BC DL=3,0 psf. Iw=1.00 GCpi (I/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 75 -1.33 5.00 BC 58 0.15 5.00 Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 } 0.131"x3" nails, toe nailed at Bot chord. R=173 U=130 T *2 8-15 5 F— R=82 U=5 20-7-6 2X4(A ) L--1 4-0-�J r—5-0-0 Over 3 Supports ---� R=428 U=163 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C RT=1.25(1.25) /5(2) 7.33.01 QTY:12 FL /4 /R Scale =.5"/Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. L� T C L L 2 0.0 P S F R E F R 2 3 5 57255 REFER TO SCSI (BUILDING COMPONENT SAFETY INFOR MAFION). PUNLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 Y *'�•••E N••� NORTH LEI STREET, SUITE 312, ALE XA NOR{A, VA, 22314) AND"-A (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LANE, NADIS0 - NI 53]19) FOR SAFETY PRACTICES PRIOR i0 PERFORMING THESE. FUNCTIONS. UNLESS V TC DL 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED SIRUCTURAI. PANE L5 AND BOTTOM CHORD SHALL HAVE • • �� A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW HCUSR235 08119044 *IMPORTANT**FORNISO A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. 1TW BCG. INC. SHALL NO BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESTT,N: ANY FAILURE 10 BUILD THE TRUSS IN COMFORMANCE WITH p C BC LL 10.0 P S F HC-ENG AK/DLJ ALPINE PI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING 6 BRACING OF TRUSSES. $ E OE SI GN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFSPA) AND IPI. 'APPLY BCG *•• CONNECTOR PLATES ANL MADE OF 20/18/16T.A (W.H'SS /K/ AS Al, GRADE 40/60 (W, K/IT SS) GAL Y. STEEL. APPLY •C O p�Q �/*. TOT.L D. 55.0 P S F S E Q N 175343 PLATES TO EACH FACE OF IRA'S AND, UNLESS OTIIF HER LOC AITD ON THIS DF SIGN. POSIIION PER DRAWINGS 1601 2. ..0RIP I1w BUIl(//I/ ComponentsCi(QI/ IrFri. ANY 1NSPECIIDN OF PLATES FOLLOWED BY (i) SHALL DE PFR ANNEX A3 OF TP11-2002 StC.3. A SEAL ON IVIS S'O•.�� DDID.FAC 1 25 FROM I R 9 CGro P DRANING INDICATES ACCEPTANCE OF PR Of ESS10NAL FNGINEERI Nf NCSPONSIBALLY SOLELY FOR THF TRD55 f,UMPO NE NT ry I\ J I� L Hames City,FL 33844 BUILD N GHOESIGNFR THE HER SUITABILITY AND SEC.USE OF THIS COMPONENT FOR ANY DUII DING IS THE RESPONSIBILITY OF THE Apr 2 SPACING 24.0" JREF- 1TH2235_Z02 FL Certificate of Authorization#0 278 I ITIJ UWU PKLPAKLU LKUM LUMP UILK IN HUI (LUAU) B UIMLNJIUN�) JUtlMIIILU FIT IKU�,J MPK. (7186OB-(OCEAN BLVD )L11812 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** EJ105) Top chord 2x4 SP #2 120 mph wind, 24.30 ft mean hgt, ASCE 7-02, CLOSED 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. Iw=1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 56 -1.33 3.00 BC 35 0.15 3.00 Shim all supports to solid bearing. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. +24-10 15 5 � R=87 U=71 0 11-7 R=42 U=5 +24-3-0 +23-7-6 2X4(A1) L<-1-4-0� 3-0 0 OJr 3 Supports R=329 U=148 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C /RT=1.00(1.25) 10(0) 7.33.0114.1 4 FL -/4 -/R - Scale =.5"/Ft. **WARNING** TRUSSES REQUIRE E%TREME CARE IN FABft ICATION, HANDI.TNG, SHIPPING, INSTALLING AND BRACING. G ' T C L L 20.0 P S F R E F R235-- 57256 REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY iPl (TRUSS PLATE INSTIiU TE, 218 GS� NORTH LEE STREET, SU ETE 312, AT F XAN GRIA, VA. 22314) ANO WECA (W000 "USS COUNCIL OF AMERICA, 6100 V••.* .* ENTERPRISE IANE, MADISON, WI 53'19) FOR SAFETY PRACTICES PRIOR t0 PERFORMING THFSE FUNCTIONS. UNLESS r T C D L 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TO CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE :*v A PROPERLY ATTACHFO RIGID CETI.I NG. N BC DL 5.0 PSF DRW McusRzss 08119104 **IMPORTANT**FURNISH A COPY OF TI1I5 DF SI GN TO{HE INST ALLAIIDN CONTRACT OR. 4TN BCG. INC. SHALL NOT ay ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH l/f� B C L L 1 0.0 P S F HC-ENG A K/D L J iPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING A BRACING OF TRUSSES. STATE OF _ DESIGN CONFORMS NI ED APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ITN BCG A T 0 T.L.D. 55.0 P S F S E 0 N 216275 CONNECTOR PI.a TES ARE MADE Of 20/]9/I6GA IW.IT/SS/K) ASTM A663 GRADE 40/50 (N. K/H.SS) GALV. STEEL. AP BIG w f PLA LES TO EACH FACE OF TR,HIS AND, ONE ESS OTHERWISE LOCATED ON TIE IS UE SIGN, POSITION PER URAWINGS 160A Z. �•� �^/�. ¢f ANY INSPECTION OF PLATES FOLLOWED BY (1) SIIALL BF PER ANNE% A3 OF TPI1-2002 SFC.). A SEAL ON THIS l ITWBuilding Cnomponents G�oupinc. DRAWING INDICAiIS ACCEPTANCE Df PROLFSSIONAI. ENGINEERING R15PONSIBILIII SOLELY FDR THE TRUSS COMPONTNT D U R.FAC. 1.25 FROM BA HamesCdy,FL 33844 SOOWN SFC.UZE OF THIS COMPONENT TOR ANY BUILDING IS THE RESPONSIBILITY OF THE Ss�01M Apr SPACING 24.0JREF- 1TH2235_Z02 FL Certificate of Authorization#0 278 " IHiJ UWU PKLPAKLU tKUM (,UMPUILK 1NF'UI (LUAU) 6, UIMtNJIUNJ) �,Ub RI111tU NY IMt K., (7186OB- (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** EJ106) Top chord 2x4 SP #2 120 mph wind, 21.45 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC Roof overhang supports 2.00 psf soffit load. DL=3.0 psf. Iw=1.00 GCpi (+/ )=0.18 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Wind reactions based on MWFRS pressures. CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 66 -1.33 3.71 BC 39 0.46 3.71 Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 5 (— T+22-2-7 R=98 U=82 1 10-9 L R=42 20-7-6 2X4(Al) [<-1-4 0->0 5 ' �3-8-8 Over 3 Supports R=397 U=157 W=3" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) 5(2) 7.33.0114 OTY:2 FL -/4/ -/R/ Scale =.5" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. ••••�� T C L L 20.0 P S F R E F R235- 57257 REFER TO 8051 (BUILDING NG COMPONENF SAFETY INF ORMATI OND PUBLISHED BY LPI (TRUSS PLATE INSTITUTE. 218 NORTH LEE STREET. SUI TL 312. ALE%ANDRIA, VA, 22314) AND RIC (WOOD TRUSS COUNCIL OF AMERICA, fiJ 00 ••••••*•••• EN FERPRISE LANE, MApI SON. WI 53]19) FOR SAFETY PRA CTIC,E5 PRIOR TO PERFORMING TMEST FUNCTIONS. UNLESS TC DL 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE _ A PROPERLY ATTACHED RIGID CEILING. _y BC DL 5.0 PSF DRW HCUSR235 08119069 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG. INC. SHALL NOT if BE RESPONSIBLE FOR ANY DFVTATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH S ALPINE TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING d BRACING OF TRUSSES. ' ST G BC L L 10.0 P S F HC-ENG AK/DLJ D[SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC., 9Y AF3PA) AND TPI. ITW BCG w G CO NNE f.TOR PLATES ARE MADE OF 20/10/16 GA (W.H/SS/K) ASFM A653 GRADE 40/60 (W, K/II,S$) GAL V. STEEL. APPLY �•* n t• T 0 T.L D 55.0 P S F S E 0 N 174922 PI-ATE* 10 EACH FACE OF TRUSS AND. UNLESS OTHERNISE LOCATED OX THIS DF SIGN. PO SILION PER DRAWINGS I— 1A •• Q R1Of•"\ ( E,,L ANY INSPECT(ON OF PLATES FOLLOWED BY (i) SHALL BE PER ANNE% A3 OF iPil-2002 SEC.3. A SEAL ON THIS D D R FAC. 1.25 F R D M B A �n'ti el/I�(�j/I/f COmpOnEA}s]pGA��P�nC• DRAWING INOI GATES ACCEPTANCE OF PR OF E551 ON AL ENGINEERING RF SPO NSIBILITY SOLELY FOR THE IRU55 COMPONENT HallleS City,FL 33844 BIlILO NNGHDE SIGNERIPERSANSI/iPITl SED UZF OF THIS COMPONENT FOR ANY BUILDING IS fHE RESPONSIBILITY OF IMF FL Certificate of Authorization#0 278 Apr 2 SPACING 24.0" JREF- 1TH2235_ZO2 INIs UWU fKLKAKLU EKUM CUMRUILK INEUI (LUAU) 6 UI MtWi UIVJ) SUMMIIILU BY IRUSS MU R'. (718608 (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL - ATLANTIC BEACH. ** CJ107 1R) Top chord 2x4 SP #2 120 mph wind, 21.72 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Roof overhang supports 2.00 psf soffit load. DL-4.0 psf, wind BC DL=3.0 psf. Iw=1.00 GCpi (+/ )=0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 75 -1.33 5.04 BC 59 0.15 5.04 Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. R=175 U=131 T +22-9-2 2 V83 U=5 20-7-6 2X4(A'.) L<-1-4-0-3�-J 5-0-7 Over 3 Supports R=430 U-164 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) 10(0) 7.33.011 QTY:1 FL/ /4/ /R/ Scale =.5" Ft. **WARNING** IROSSES RT.OUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F R235-- 57258 REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BV IPI (TRUSS PLATE INSII TF.. 218 t•• !••••'••.••�.1r�_A NORTH LEE STREET. SUITE 312. ALEXANDRIA. VA, 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ` G •V� /` ENTERPRISE LANE. MADISON, WI 53ZI9) FOR SAIETV PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS T C D L 2 0.0 P S F DATE 04/28/08 OTN ERH I SE INDICATED TOP CHORD SHALL If AVE PROP,R TV ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACUED RIGID CEILING. No. 12 A BC DL 5.0 PSF DRW HCUSR235 08119103 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW HCG, INC. SHALL NOT �' ~ BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILO THE TRUSS IN COMFORMAN CE WI111 ALPINE IPI; OR FABRICATING. HANDLING. SHIPPING. INSTAILING 8 BRACING OF 11",151(5. ' STAT B C L L 1 0.0 P S F HC-ENG A K/D L J DC SI GN CONT OM STAT WI TM APPL,CABLE PR OV ISTDNS OF NDS (NATIONAL OE SIGN SPEC. RY ABPA) AND TPI. ITN BCG A•� CONNECTOR PLAITS ARE MADE Of 20/18/11GA 11 H""K) AS IM A653 GRADE AO/60 (W. K/H,SS) GALV. STEEL. APPLY .6 �• Pjr•" TOT.L D. 55.0 P S F S E Q N 216279 PLATES TO EACH FACE Of TRUSS AND. UNLESS OlHERWISF LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. VVV •• O�'O•r•_• nW 00din ruin encs Gro. inC. NV INSPECTION Of PIAIFS FOLLOWED BV (i) SHAIL BI PER ANNE% A3 OF TP11-2002 SEC.3. A SEAL ON THIS D U R FAC. 1.25 F R 0 M B A 9 �1n p A p DRAWING IN CAIES ACCE Piq NCE OF PR OF ESSION AI ENGINEERING RE SPO NSIBILL TY SOIELY FOR THE TRUSS COMPONENT `� HamesClty,FL 33844 BUILD NGHDESIGNERTPF..RS11"A TIT PM SEC.DZE OF THIS COMPONENT FOR ANY Bl11LDING IS 111E RESPDNSIBILITY OF 111E Y' FL Certificate of Authorization#0 278 A Apr SPACING 24.0" JREF 1TH2235_Z02 IHl� OWL, YKtPAKLU FKUM (.UMPUILK 1NPU1 (LUAU) 6 I)IML NJIUNJ) �UOM111tU by IKU�J MY K: (718608-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL - ATLANTIC BEACH, ** CJ108 1L) Top chord 2x4 SP #2 120 mph wind, 22.00 ft mean hgt, ASCE 7-02, CLOSED 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. Iw=1.00 GCpi (+/-)=0.18 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Wind reactions based on MWFRS pressures. TC 65 -0.00 5.04 BC 59 0.13 5.04 Deflection meets L/360 live and L/240 total load. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. NOTE:Specified hanger(s) based on Southern pine lumber values. Refer to hanger manufacturer's product catalog for proper applications HANGER - Simpson HUS26 or equivalent. H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. R=186 U=139 22-9-2 2-5-4 R=93 U=11 20 7-6 2X4(Al) �--5-0-7 Over 3 Supports — > R=293 U=94 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.00(1.25) 10(0) 7.33.011 QTY:] FL/ 4/ /R/ Scale =.5" Ft. **WARNING**1101111 REQUIRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. T C L L 20.0 P S F R E F R235-- 57259 REFER TO'CST (BUILDING COMPONFNT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 G .• '••:•!• N OR LEE STREET, SU IiE 312. AI.E%A NDRIA, VA, 22314) AND WTfq (HOOD TRUSS COUNCIL OF gMERICA. 6300 ` N ENTERPRISE LANE. MADISON, HI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING MESE FUNCTIONS. UNLESS TC DL 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL NAVE PROPERLY ATTACHED 'TO TLC I URAL PANELS AND BOTTOM CHORD SMALL HAVE o A PROPERLY ATTACHED RIGID CEILING. r �i BC DL 5.0 P SF DRW HCUSR235 08119102 **IMPORTANT**FuRNIsN A COPY OF THIS DESIGN TO THE INSTAL LAT1ON CONTRACTOR. ITN BCG, INC. SHALL NOT BE RESPONSIBLE FOR ANY DFVIAIION FROM THIS DESIGN; ANY FAILURE TO BUILD IIIE TRUSS IN COMFORMANCE WITH B C L L 10.0 P S F HC-ENG A K/D L J ALPINE IPI; OR FABRICATING, MANDLIXG, SHIPPING, INSTALLING R BRACING OF TRUSSES. DESIGN COXF OR MS W1T11 APPLICABLE PROVISIONS OF NOS (NATIONAL Of 51GN SPEC, BY AFRPA) AND TPI. IiW BCG A•: • CONNECTOR PLATES ARE MADE OF 2O/IB/TOGA (M,H/SS/RJ ASTH A663 GRADE 40/60 (W. K/H.SS) GALV. STEEL. APPLY �•%A' Pf TOT.L D. 55.0 P S F S EON 216280 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHFRWISF LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. nWBulldin Com ent$Grou tnC,7� ANY INSPECTION DF PLATES FOLLOWED BY (i) SHALL Bf PCN ANNE% A3 OF TO II-2002 SEC.3. A SEAL ON THIS (f fl D U R.FAC. 1.25 FROM BA 9 po� A,1 p DR ANI NG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING HESPONSIBILITY SOLELY FOR THE IRUSS COMPONENT Haines City,FL 33844 BUILDING DESIGNER PER ANSI/IPTI SE DESIGN HTHSID USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE V M{ YYY FL Certificate of Authorization#0278 Apr SPACING 24.0" JREF- 1TH2235_ZO2 I M , HV41, CKLE'A'ED 11— -- 1 L—U— 111--- (71860B a ---(71860B (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** EJ109) Top chord 2x4 SP #2 120 mph wind, 21.78 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SP J2 anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC DL-3.0 psf. Iw-1.00 GCpi (+/-)-0.18 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Wind reactions based on MWFRS pressures. TC 52 0.00 4.00 BC 47 0.13 4.00 Deflection meets L/360 live and L/240 total load. Provide ( 2 ) 0.131"0" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. NOTE:Specified hanger(s) based on Southern pine lumber values. Refer to hanger manufacturer's product catalog for proper applications HANGER - Simpson HUS26 or equivalent. H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. 5 22 3 15 R=146 U=108 2 0-1 R-73 U=9 20-7 6 2X4(Al) —4-0-0 Over 3 Supports -� R=234 U-74 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C RT=1.25(1.25) /5(2) 7.33.011 QTY:2 FL/-/4/-/ R/- Scale =.5" Ft. "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. VS•��........t�.•� T C L L 20.0 P S F R E F R 2 3 5 5726 0 REFER TO"" (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 ^ NORIN LEE STREET, SOIL, 3" ALE%A NORIA. VA. 22314) AND WTC,A (HOOD TRUSS COUNCIL OF MERICA. 6300 ��`�V ENTERPRISE LANE. MADISON, NI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS V T C D L 20.0 P S F DATE 04/28/08 OTHERNISF INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED SIRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE No �� A PROPERLY ATTACHED RIGID CEILIIIG. a _* ? BC DL 5.0 PSF DRW HCUSR235 08119090 IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. IIN BCG, INC. SHALL NOT ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH = B C L L 10.0 PSF HC-ENG AK/DLJ TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING S BRACING OF TRUSSES. .o:. TA DESIGN CONFORMS WITH APPLICABLE PR DYISIONS OF NDS (NATIONAL DESIGN SP4C, gY AF 6P A) AND SPI. ITH BCG ��. s I• TOT.L D 5 5.0 P S F S E Q N 175324 CONNECTOR PLATES qRE MADE OF 20/18/16GA (W.H/SS/K) AS 1M A653 GRADE 4O/60 (W, K/H,SS) GALY. STIFF. APPLY .L p R1� PLATES TO EACH FACE OF TRUSS AND. UNLESS 0111E RW[SE LOCATED UN THIS DESIGN. POSITION PFR DRAWINGS t60A-]. . .. ITW Building Components Grow Inc, ANY INSPECTION OF PLATFS FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON IVIS D U R FAC. 1.25 F R 0 M L R A l� u P DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR HIT TRUSS COMPONENT .A•I �{� I'ialne$City,FL 33044 BU L IGRLDING(DESIGNER T PFRSA IT IT I11 SLDC U" OF THIS COMPONENT fOR ANY BUILDING IS IHC RESPONSIBILITY OF THE FL Certificate Of Authorization#0278 Apr 2 SPACING 24.0" JREF 1TH2235_Z02 I ITIJ UWU KKtHAKtU FKUM I.UMI'UI tK INDUI (LUAUS 6 UIMLNJIJUISM111ti) IST IKU» MFK'. (7186OB-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, A- HJ111) Top chord 2x4 SP #2 120 mph wind, 21.49 ft mean hgt, ASCE 7-02, CLOSED 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. Iw=1.00 GCpi(i/-)=0.18 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Wind reactions based on MWFRS pressures. TC 75 -1.89 5.66 BC 66 0.15 5.66 Hipjack supports 4-0-0 setback jacks with no webs. Deflection meets L/360 live and L/240 total load. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide { 2 ) 0.131"x3" nails, toe nailed at Bot chord. 22-3 11 3.54 R=177 U=109�-- 1-11-13 R-76 20 7-6 2X4(Al) L<-1-10-10--3J <- 5-7-14 Over 3 Supports —� R=266 U=130 W-=7.778" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) /5(2) 7.33.011 QTY:1 FL/ 4/-/ R/- Scale =.5"/Ft. '*WARNING*` TRUSSES RE OU IR[ EXT RE HE CARE 1N FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. • •-.f••. T C L L 20.0 P S F R E F R 2 3 5 57261 REF Eft TO BCSI (BUILDI N6 COMPONENT SAFETY INFORMATION). PUBLI SUED BY TOT (TRUSS PLATC INSTITUTE. 218 C NORTH tEE STREET, SUITE 312, ALEXANDRIA. VA, 22374) nN0 NTCA (N000 TRUSS COUNCIL OF AMERICA, 6J00 /` p ENTERPRISE LANE, MADISON. WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING 1HESE FUNCTIONS. ONLES5 T C D L 20.0 P S F DATE 04/2 8/0 8 OTHERWISE INDICATED TOP CHORD SHALE HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N.° ' BC DL 5.0 PSF DRW HCUSR235 08119101 **IMPQRTANT`*FURNISR A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. 1TW BCG, INC. SHALL N ALPINE BE RESPONSIBLE FOR ANY DEVIATION Ffton THIS OESIGN: ANY FAILURE ro BD ILD THE TRUSS 1N COMFORMANCE WITH B C L L 10.0 P S F HC-ENG AK/DLJ E:ZTPI; OR FANR ICAiI NG. IfANOtI NG. SHIPPING. INSIALL ING 5 BRACING OF TRUSSES. DESIGN CONFORMS IT APPL ICADLE PROVISIONS OF NUS (NATIONAL OF SIGN SPEC. BY AF&PA) Arop TPI. TOT' •* S CON NE CI OR PLATES ARE MADC OF 2D/IB/16GA (N,H/SS/K) ASTM W653 GRADE 40160 (N. K/H,SS) GALV. STEEL. nPPI.Y ��• • O�,Q� s T 0 T.L D 5 5 0 P S F S E Q N 175253 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON IRIS DESIGN. POSITION PER DRAWINGS 160A2. (VV/ t71N8uildin COln ents G/Ou Inc- ANY INSPECItON OF PIn1E5 FOLLOWED BY (i) SHALL DF PER ANNEX A3 OF TP1t-2002 SF C.I. A SEAL ON IVIS •*w G D U R.FAC. 1.25 F R 0 M L R 9/o- G P DRAWING INO I CA TES Af,C EP1ANCE OF PROF F SSI ONAL ENGINEERING R ESPONSINII-ITY SOLELY FOR TILE TR.IISS COMPO NE Nr Hames City,FL 33844 BBE EI LD„HGHDESIGNCRIPERSA111 /IPITI SEC_NZF OF THE COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE S��NAL� FLCertificateofAuthorization#0278 Apr SPACING 24.0" JREF 1TH2235_Z02 I NIJ UWU NHtPANLU FKUM LUMPUILK INV UI (LUAU) 6 UIMLRJION J) JUtlMIIItU 15Y IttUJJ MY K'. (7186OB-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL -- ATLANTIC BEACH, ** CJ114 6L 6R) Top chord 2x4 SP #2 120 mph wind, 21.31 ft mean hgt, ASCE 7-02, CLOSED 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. Iw-1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 57 -1.33 3.04 BC 35 0.15 3.04 Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. *21 11-2 5 r-- R=90 U-69 1 7-4 20 7-6 R=41 U=2 2X4(A ) �1 4-0->J 3-0-7 Over 3 Supports j R=330 U=131 W-5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) 5(2) 7.33.01OTY:12 FL/ /4 / R Scale =.5"/Ft. **WARNING** TRUSSES REOUIRF EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. ( •............. *• T C L L 20.0 P S F R E F 8 2 3 5 57262 REFER TO BC.SI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 ` NORTH LEE STREET, SUITE 312. ALE KA NDRI A. VA, 2J 314) AND WtCA (HOOD TRU 55 COUNCIL OF AMERICA, 6300 /` ENTERPRISE LANE, MADISON. WI 53719) FOR SAFETY PRACTICES PR100. TO PERFORMING THESE FUNCTIONS. IINLESS V� TC DL 20.0 P S E DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACKED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. * :* BC DL 5.0 PSF DRW HCUSR235 08119045 '*IMPbRTANT**FURNt SII A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BCG. INC. SHALL NOT ALPINE BE RESPONSIOLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH BC LL 10.0 P S E HC-ENG AK/DLJ iP is OR FABRICATING. HANDLING, SHIPPING. INSTALLING& BRACING OF 1RIIS SE S. '. ST TE OF DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND IPI. ITW BCG (` (` (� CONNECTOR PLATES ARE MADE OF 20/l8/L6GA (W.H7SS7K) ASIM A653 GRADE 40760 (W. K/Hill) GALV. STEEL. APPLY �� 0 i�. T O T,L D 55.0 P S F S E Q N- 175351 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS RESIGN. POSITION PER ORANLNGS 160A E,,� ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL NF PER ANNEX A3 OF TPI]-2002 SEC.3. A SEAL ON THIS D D R.FAC 1.25 F ROM L R ITYVBuilding Components GlOf/pinc. DRAWING INDICATES ACCEPIANCF OF PROFESSIONAL ENGINEERING RF SPONSIBILITY SOLELY !OR THE TRUSS COMPONENT `{_ Haines CityFL 33844 RESIGN SHOWN. HDESTGNER THER SANS17TPIT1 SND USE OF TI4IS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE , FL Certificate of Authorization Apr 2 SPACING 24.0" )REE 1TH2235_Z02 IN1�l UWU rRLFAKLU TKUM UUMYUILK INT'UI (LUAU) 6 U1MLNJIUNJ) JUbM111tU by IHU» MtH. (7186OB-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** CJ116 2L 2R) Top chord 2x4 SP #2 120 mph wind, 21.31 ft mean hgt, ASCE 7-02, CLOSED 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. Iw=1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 57 -1.33 3.04 BC 36 0.00 3.04 Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. +21-11-2 5 R=89 U=76 1-7-4 20-7 6 R=-46 Rw-42 U=29 2X4(A1) L<-1-4-0 1_3-0-7 Over 3 Supports`� R=418 U-158 W=3" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.00 1.25 /10(0) 7.33.0114 QTY:4 FL -/4/ R/- Scale =.5" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN I ABDICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. % jw, T C L L 2 0.0 P S F R E F R 2 3 5 57263 REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATI INSTITUTE. 218 �/.``•`y`N....`.. NORTH LEE STREET, SUITE '512. ALI XANDR IA. VA, 22314) AND NTCA (U OOD IRUSS COUNCIL OF AMERICA. 6300 V V G /` ENTERPRISE (.ANE, MADISON. WI 53719) FOR SAFETY Pft ACi1C.FS PRIOR TO PERFORMING THESE FUNCTIONS. UNI.E55 TC DL 20.0 P SF DATE 04/28/08 0 THE RWISE INDICATED I"I CHORB SHa LL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALT. HAVE A PROPERLY ATTACHED RIGID CEILING. 12 BC DL 5.0 P$F DRW HCUSR235 08119091 —IMPORTANT—FURNISH A COPY OF THIS DF516N 70 THE INSTALLATION CONTRACTOR, ITN BCG. INC. SHALL NOT =* S ALPINE BE RESPONSIBLf. FOR ANY DEVIATION FROM THIS OESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFURMANCE NET N B C L L 1 0.0 P S F HC-ENG AK/DLJ TPI: OR FABRICATING. HANDLING, SHIPPING. IN 5 TALL ING b RRgCING OF TRUSSES. A: C A DESIGN CO NTORMS NIIH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, HY AFBPA) ANO LPI. ITN BCG �. ...&- I, S E Q N 216287 CONNECTOR PLATES ARE MADE OF 20/IB/16GA (W.IT/SS 7K) ASIM A653 GRADE 40/6p (W, K/H,SSI GgIV. STEEL. APPLY .. -Q R1O i TOT.L D. 55.0 P S F PLATES TO EACH FACF Of TRUSS AND, UNLESS 0111ERVISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-2. ANY INSPECTION DF PLATES FOLLOWED BY (i) SHALL BE PI:R ANNE% A3 OF 1PI1 2002 SEC.3. A SEAL ON THI$ (fes• . ITWWld/ng C.),W-ts G/OAIIIIIn. pRANING INUICATES AC CEPTANCF OF PROFESSIONAL ENGINFFRIHG RFSPONSIRILITY SOIFIY FOR THE TRU55 COMPONENT {�/O�w�G� DER.FAC. 1.25 FROM BA HE Hames City,FL 33844 BUILDING DESIGNHDESIGHERT I, SA NSI/TPITL SEC_A NO L12E 01 THIS COMPONENT FOR ANY RU IL DING IS THE RE SP DPSIDIL TTY OF THE /1 YYY FL Certificate of Authorization#0278 pr SPACING 24.0" JREF 1TH2235_Z02 tmI1 uwn rrctrs+rcto rttvr� w'ru crc LYru IwMua n ul'cvnluY� quo L1 cu o rcua� rn (718606 (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** EJ119) Top chord 2x4 SP #2 120 mph wind, 22.01 ft mean hgt, ASCE 7-02, CLOSED 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. Iw=1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 75 -1.33 6.40 BC 75 0.15 6.40 Provide ( 3 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. R=229 U=173 23-3-10 5 3-0-0 R=110 U=8 20-7-6 2X4(' ) L<-1-4-0--:-J < 6-4-12 Over 3 Supports R=503 U=189 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.00(1.25) /10(0) 7.33.011 QTY:2 FL/ 4/ -/R - Scale =.5" Ft. **WARNING** TRUSSES REOUIRI E%TRCMC. CARE IN FABRICAI(ON. HANDLING, SHIPPING, INSTALLING AND BRACING. ��` T C L L 20.0 P S F R E F R 2 3 5 57264 REFER TO'CSI (BUILDING COMPONENT SAFETY INFORMATION). ROME]SHED BY TPI (TRUSS PLATE INSTITUTE. 218 •� NORTH IEE STREET. SUITE 312, ILI XAN911A. VA, ?2314) AND NTCA (X000 TRUSS COUNCIL OF AMERICA, 5300 ` ENTERPRISE LANE. MADISON. NI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE IUNCTIONS. UN LC 55 •••y\� •• �• v T C D L 2 0.0 PSF DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE ``• �O �{ A PROPERLY ATTACHED RIGID CEILING. 7 / BC DL 5.0 PSF DRW HCUSR235 08119107 **IMPORTANT—rURNIsH A COPY OF THIS DESIGN TO THE INSTALLAt1ON CONTRACTOR. LIM BCG, INC. SHALL NOT y ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CCHRORMANCT WITH 1{ BC LL 10.0 P S F HC-ENG AK/DLJ iP I: OR CA CAT TNG. Nq NOL LNG. Sf1I PRE G. INSTALLING 8 BRACING OF ENDS 5. to /\ DESIGN CONE OR MS WITH 'PPL TC ABLE PROVISIONS 01" NDS (NATIONAL DESIGN SPF C. 8Y ALSO') AND IPI. I1M 8CG •� 1/'� V CONNECTOR PLATES ARE MADE 1f 20/18/15GA (W.'1/55/K) ASTM AG51 GRADE 40/50 (N, K/H.SS) GAIN. STEEL. APPLY �• Pf• T 0 T.L D 5 5 0 P S F S E 0 N 216278 E:Z PLATES TO EACH FACE OE TRUSS AND. UNLESS 11HERWI SE LOCATED ON THE 5 OE SI GN, POST IION PLR DRAWINGS IIGA-Z. VVV •CO RII f• rrw8lllr(/r Com entsGrou rAC, NY INSPEf,ILON OF P1AlE5 11"IIED BY (i) SHALE BC PER ANNE% A3 OF iP11-2012 1EC.3. A SEAL 1N THIS ► ---0fl OUR.FAC. 1.25 FROM BA po� p '.RARING 1NU1 CA iI, AC CE PtANCE OF PROFESSIONAL ENGINIF IN RC SPO NSIB IFI SOLELY FOR IIIE TRU55 COMPONC NT Haines City,l L 33844 DESIGN SRODESIGNERN. TPC N SAN51/1P IT1 AND UC. SE OF THIS COMPONENT IOR ANY BUILDING IS IRE RESPONSIBILITY OF THE �oan� FLCertificateofAuthorization#0278 Apr SPACING 24.0" JREF 1TN2235_Z02 IH1J UWG PKLF'AKtU EKUM I,UMYUItK 1NNU1 (LUAU) & UIMIENJI M,) �UCMIIItU III IKUJJ MEK. (7186OB-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** CJ120) Top chord 2x4 SP #2 120 mph wind, 20.89 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. Iw=1.00 GCpi(+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 31 1.33 1.04 BC 11 0.15 1.04 Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. R--45 Rw=47 U=45 5 r— —' 0-9-4 21 .1-2 +20-7-6 2X4(A ) = R=-12 Rw=21 U=17 L<-1-4-0-3J 1-0-7 Over 3 Supports R=292 U-143 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP, Wave Cq RT=1.25 1.25 /5(2) 7.3 3.0 1 QTY:14 FL 4/-/-/R/- Scale =.5" Ft. *WARNING** TRUSSES REOUIRF EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING, l� • .�� • C L L 20.0 P S F R E F 8 2 3 5 57265 *REFER TO BC51 (BUILDING COMPONENT SAIETY INFORMATION). RUBLI$HED BY TPI (TRUSS PLATE INSTITUIE, 218 4V NORTH LEE STREET, SU ITF 112. ALEXANDRIA. VA. 22]14) nNp WiGA (HOOD TRUSS COUNCIL OF AMF RICA, 6300 ........... • •S ENTERPRISE LANE. MAOISDN. HI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS TC DL 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAV[ ""/A A PROPERLY ATTACHED RIGID CEILING. ,y ' No. 12 BC DL 5.0 PSF DRW HCUSR235 08119046 "IMPORTANT**FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BCG. INC. 5AL NOT if : ` ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COHIORMANCE WI'H . B C L L 10.0 P S F HC-ENG A K/D L J 1P1: OR FABRICATING. HANDLING. SHIPPING. ISST ALLING' BRACING OF TRUSSES. OF (` (I OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEf., BY AFBPA) ANO TF1. 11 RCG TOT.L D. 55.0 P S F J E 0 N 175355 fONNECIOR "A L AILS ARE MADE OF 20/I8/IFGA (W.H/SS/K) AS AR Sl GRADE 90/60 (N, K/H.SS) GALV. STEEL. APPLY %.� COR��Pf •' PLATES TO EACH LACE OF IRU SS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PFR DRAM NGS ,GHA 2. `_ ANY INSPECTION OI PLACES IHt LCwf_D BY (i) SHALL BE PER AN NL Al OF 1P1T-2002 SFC.3. A 'CAI ON flll$ 17YVBuilding Components pGAmlupinc. uRgWING INDICATES ACCEPTANCC OF PROFFSSI0NgL fNGINETHING RESPONSIBILITY SOLELY FOR 1111 TRDSti COMPONEN( DUB.FAC. 1.25 FROM LR Haloes CltytFL 33844 DESIGN SHOWN. OESIGNERTPERSUITABILITY AND LIST OF THIS COMPONENT FOR ANY BUILDING IS IME RFSPONS1811.I1Y OF THE `•N FLCertifica .CiLthorinion#0278 Apr SPADING 24.0" JREF 1TH2235_Z02 IHIS UWU YKLYAKLU CHUM (,UMI'UItK INFUI (LUAUS 6, ULMLNSIUNS) SUbMIIILU by IKUSS MER (7186OB- (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL -- ATLANTIC BEACH, ** CJ121 8L 8R) Top chord 2x4 SP #2 120 mph wind, 20.89 ft mean hgt, ASCE 7 02, CLOSED 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. Iw=1.00 GCpi (i/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 31 -1.33 1.04 BC 11 1.03 1.04 Shim all supports to solid bearing. BC 11 0.15 1.03 Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. R-32 Rw=33 U=32 5 21-1 2 0-7-8 899 7- 3 2X4(Al) ; R=-25 Rw=34 U=29 L<-1-4-0->J 1-0-7 OvJr,o-37Supports r R=292 U=144 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.00(1.25) /10(0) 7.33.01 QTY 16 FL/ /4/-/-/R/- Scale =.5" Ft. **NARNING** TRU SSFS RF OU IRE E%TREME CAftE IN iABRICAlION, H.Bl TNG, SHIPPING, INSTALLING AND BRACING. (� T C L L 20.0 P S F R E F R 2 3 5 57266 REFER TO 1 C57 (BUILDING COMPONENT SAFETY INFORMATION). RUBE ISHED BY TPI (TRUSS PLATE INSTITUTE, 218 ��/�"•��\r"*• N HIT TEF. STREET. SI11 TF 372, ALT%ANOR IA, VA, 22314) AHD NTCA (N000 IVU5S COLI N C II OF AMERICA, 6300 \V V ENTERPRISE LANE. MADISON, NI 53]19) FOR SAFETY PRACTICES PRIUR TO PERFORMING THESE FUNCTIONS. UNLESS " �v'p T C D L 2 0.0 P S F DATE 04/28/08 OIHERWI SE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND B0 ON CHORD SMALL HAVE Nc� �� A PROPERLY ATTACHED RIGID CEILING. * BC DL 5.0 PSF DRW HCUSR235 08119106 **IM70RTANT**FURN[sH A COPY OF THIS DESIGN TO THE INSTgLLAiION CON Tft AC TOR. 1TH BCG. INC. SHALL NOT ALPINE 11 RESPONSIBLI FOR ANY UfVIAll.l FROM 11115 DESIGN; ANY FAILURE TO BUIFG IHE TRUSS IN CONFORMANCE HITH BC LL 10.0 P S F HC-ENG AK/DLJ TPI: OR FABRICATING, HANDLING, SHIPPING. IN AI I,,It R BRACING OF LRUSSES. /-0% ATE F DESIGN CONFORMS WITH PPPLICnBLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFdPA) AND TPI. ITN BCG :� Pf' TOT.L D 55.0 P S F S EON 216291 CONNECTOR PLATES ARE MADE OF 20118/16GA (N,H/SS/K) ASTM A653 GRADE 40/60 (W. K/H.SS) GALV. STEEL. APPLY C/ •O p,O PLATES 10 FAGH FACT OF TRUSS AND, UNl E55 OTHE RNISF IOCA TFO ON i11IC UE SIGN, POSITION PER URAHINGS 1fi0A-l. �• f� 1�"a•Q\ (` E� g �n PY INSPECTION OF PLATES FOlIOWFD NY (i) SH All BF PER ANNEX A3 OF TPI I-2002 5EC.3. ABI EAL ON THIS O�� D D R.F A1.. 1 rT 5 FROM OII B A ITW SuDdm Components uGrou Inc.IIc. DRAN TNG INDICATES ACCE P TANCC OF PR OFF SSIONAL LNGTNFERING RF5PON 51BILIFY SOLELY FOR flit IRSS COMPONC H/ `,- L R Haines City,FL 33844 B UILDI NGIIDESIGNt R TO[ SANSI/TPIIY AND I SEC,USL OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE FL Certificate of Authorization#0 278 Apr 2 8 SPACING 24.0" JREF- 1TH2235_Z02 (718608-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL - ATLANTIC BEACH, ** HJ124 D45) Top chord 2x4 SP #2 120 mph wind, 22.11 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC Webs 2x4 SP #3 DL-3.0 psf. Iw-1.00 GCpi (+/-)=0.18 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Wind reactions based on MWFRS pressures. CHORD SPACING(IN OC) START(FT) END(FT) TC 59 1.89 9.90 Hipjack supports 7-0-0 setback jacks with no webs. BC 105 0.15 9.90 Deflection meets L/360 live and L/240 total load. Provide ( 3 ) 0.131"x3" nails, toe nailed at Top chord. NOTE:Specified hanger(s) based on Southern pine lumber values. Refer to hanger manufacturer's product catalog for proper applications HANGER - Simpson THJA26 or equivalent. H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. R=324 U=212 23-6-9 3X4-- 3.54 X4%3.54 1— 3-2-13 R=537 U=159 20-7-6 1.5X4 fil 5X5=- 2 5 X5=2X5(Al) —1-10-10� —9-10-13 Over 3 Supports R=597 U=281 W=7.778" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C RT=1.00(1.25) /10(0) 7.33.0114 0TY:1 F`L/ 4 -/ R(/- Scale =.5" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICAI ION, HANDLING, SHIPPING. INSTALLING AND BRACING. T C L L 2 0.0 P S F R E F R235- 57267 REFER TO BCST (BUILDING COMPONENT SAFETY INFORMATION). PHBI.ISHED BY IPI (TRUSS PLATE INSTITUTE. 218 �•••�•'*••••••' NORTH LEE STREET, SUITE 312, ALEXANDRIA. VA, 22314) ANO MICA (HOOP TRUSS COUNCIL OF AMERICA. 6300 L�••.� - p ENTERPRISE LANE, MADISON. NI 537FAT £OR SAFETY PRACTICES PR10ft TO PERFORMING THESE£UNCTIONS. DILE 55 C T C D L 20.0 P S E DATE 04/2 8/0 8 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _ y BC DL 5.0 PSF DRW HCIJSR235 08119097 —IMPORTANT—FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. IiW BCG, INC. SHALL NOT ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: AMY FAILURE IO BUILU INE TRU55 IN COMFORMANCE WITH B C L L 10.0 P S F HC-ENG A K J D L J TPI: OR FAeRICAI G HANDLING. SHIPPING. INSTALLING E BRACING OF TRUSSES. ^IO S T O DESIGN CONFORMS KITH APPLICABLE PROVISION$OF NO$ (NATIONAL DESIGN SPEC. RY AFEPAI PND TPI. ITN BCG I�• • �f' TOT L D. 55.0 PSF S E Q N 216294 CONHE TOR PLA(FS ARE MA pE OF 20/IB/16GA (N,H/55/K) ASiM A653 GRADE 40/60 (N. K/11,55) GAL V. SIEFL. AP BCG o ••Z O R%1DVt PLATES TO EACH FACE OF TRUSS AND, UNLESS OI HERWISE tOCATEU ON THIS DESIGN. POSITION PER DRAWINGS 160A Z. • ` },� tTWBuildin ComponentsGrou Inc, ANY INSPECTION OF PLATES FOCI OWED RY (SS SHAT.I. BE PLR ANNEX A3 0£ IF]T-2402 SFC3,F A SEAL ON COHis MPONENT Sp/Or'A�((•i�` DUR.FAC. 1.25 FROM BA 9 P DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGI NEF RING RESPONSIBILITY SOLELY FON THE TRUSS COMPONENT �Vi GY�v G Hames City,FL 33844 BUILDINGTHOESIGNER THE R SUITABILITY ANDIECUSE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE FL Certificate of Authorization#0278 Apr SPACING 24.0" )REF 1TH2235_Z02 IHiJ UWU PKIEVAKtU TE RUM LUMPUILK INF'UI (LUAUS 5 U1M[NJIUNS) ZIU13MIIit)) bT IKU�J MY K. (7186OB-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** EJ125) Top chord 2x4 SP #2 120 mph wind, 21.93 ft mean hgt, ASCE 7-02, CLOSED 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. Iw=1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 75 -1.33 6.00 BC 72 0.15 6.00 Shim all supports to solid bearing. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 } 0.131"x3" nails, toe nailed at Bot chord. R=211 U=157 +23-1-15 1-5-7 5 F- 22-0-0 R=106 U=12 _1 3 20-7-6 2X4( 1) �--- 1-4-0-3-J 6-0-0 6-0-0 Over 3 Supports R=483 U=183 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) 5(2) 7 3 3 0 114, QTY:6 FL/-/4/-/-/R/- Scale =.5" Ft. **WARNING** (RUSSES REQUIRE F%TREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. �� r T C L L 2 O.D P S F REFER TO BC51 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 \yI:Ng . R E F R235-- 57268 NORTH IF 51ftEET, SUITE 3t 2, ALE%ANDRIA. VA, 2231A) ANU WTCA (WOOD TR lISS COUNCIL OF AMERICA, 6300 ��` G IV ENTERPRISE LANE, MADISON. WI 53]19) FOR SAFETY PRACT I CIS PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS Y T C D L 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STROC T URAL PANELS AND BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING_ 1 NQ -% BC DL 5.0 PSF DRW HCUSR235 08119074 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALIATION CONTRACTOR. ITW BCG, INC. SHALL NOT ALPINE BE RESPONSIBLE FOR ANY DEVIATION IRON THIS OESIGN: ANY FAILURE TO BUIID THE TRUSS IN COMFORMANCE WITH w B C L L l O.O P S F H C E N G AK/DLJ TPI: OR FABRICATING. HANDLING. SHIPPING. INSiA LL[NG 6 BRACING OF TRUSSf S. Try O DFSI GN CONFORMS NIIH APPLICABLE. PH YV STONS OF NOS (NAT1ONAl DESIGN SPEC, BY AL 6P A) ANO TPI. IIW BCG (` '7 7 CONNECTOR PLATES ARE MAGE OF 20)18/]fiGA (W,N/SS/K) AS1M A653 GRADE AO/60 (W. K/H,55) GALV. STEEL. APPLY ��*�� j TOT.LD. 55.0 P S F S E A N 1/5 0/7 PLATES TO LACH FACE OF TRUSS AND, UNLESS IT LOCA IFD ON THIS DESIGN. POSITION PER DRAWINGS I6OA-2R1o,- ITYV Building COT��p�t$G/OU Inc ANY INSPECTION Ot PLA(CS FOLLOWED BY (i) SHALL BE P[R ANNE% A3 OF IPI1 2UO2 SEC.1. A SF AL ON THIS S O��•• �" D U R.FAC R 0 M LR �t 9 pones /I DRAWING INDICATES ACCLPiANGE OF PROFESSIONAL tNG(NEER TNG RF SPO NSI B ICI TY SOLELY FOR THE TRUSS COMPDNENI L Haines Cityf•L ��"� BU ILODESIGII NGITOCSIGHE RT PERSANSI/I PItI SEC O2E OF TH TS COMPONCNT FOR ANY BUILDING IS TOT RE SPONSIBiLI TY OF THF FL Certificate ofAuthonzahon#0278 APr SPACING 24.0" JREF 1TH2235_Z02 (718608-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** EJ126) Top chord 2x4 SP #2 120 mph wind, 21.93 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-4.0 psf, wind BC DL-3.0 psf. Iw-1.00 GCpi (f/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 75 -1.33 6.00 Shim all supports to solid bearing. BC 49 0.15 4.12 BC 23 4.12 6.00 Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 1.5 X 4 III 23-1-15 R=206 U=123 T+ 1-11-1 5 F-- R-110 U=46 5X6= *20-7-6 —J 3 2X4(Al) L--1-4-0-�J 4-1-8 1-10- 6-0-0 Over 3 Supports R=482 U=183 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) 5(2) 7.33.0114 QTY:1 FL 4 -/R - Scale =.5" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE. IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. T C E L 20.0 P S F R E F R235-- 57269 REFER TO BCST (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PEA TE INSTITUTE, 218 S•��.....•.�� N OR T11 IEE STREET, SUITE 312. ALF%A NDRIA. VA. 12314) ANU WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LANE. MADISON. W1 537EST FOR SAFETY PRACTICES PRIOR TO PERFDRMING TMESE FUNL11 NS. UNLESS •••�` F•�•r TC D L 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C ii BC DL 5.0 PSF DRW HCUSR235 08119078 —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BCG. INC. SHALL NOT i (` ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH ll = B 1 L L 10.0 P S F FIC-ENG AK/DLJ TPI; OR FABRICATING. HANOLIHG. SHIPPING. IN ST AI LING d BRACING OF TRUSSF S. DESIGN CONFORMS WITH APP(- (CABLE PROVISIONS OF Nps (NATIONgL DF SIGN SPEC. BV gF6PA) aN0 TPI. IiW BCG A: TA E OF TOT.L D 5 50 P S F SEAN 175097 CONNECTOR PLATES ARE MADE OF ZO/18/16GA TH.H/SS/N) ASIM A653 GRADE 40/60 (W, K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A Z. �••••.� E:Z ANY INSPECTION OF PLATES FOLLOHFD BY (i) SHALL 9E YER ANNEX Al OF 1111 IDG; SEC.3. A SF AL ON THIS fl.....n D U R.FAC. 1.2 5 FROM L R IlYVBuilding Components GA.(roupinc. DRAWING INDICATES Al 1 AN OF PRD 11 ON NO ME RLSPONSIBIIITY SOLELY TOR INF TRUSS f,OMPONENI 6 Hames City,FL 33844 DESIGN SHOH N. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY DF THE O BUILDING DESIGNER PER ANSI/TPI 1 SEL. 1. Apr ,�N SPACING 24.0" JREF- 1TH2235_ZO2 FL Certificate of Authorization#0 278 IM1�l UWU KKLVAKLU YKUM UUMI'UILK INFUI (LUAU) 5.U1MtNJ1UNJ) JUUM111LU by IKUJJ MYK. (7186OB-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** - EJ127) Top chord 2x4 SP #2 (**) 1 plate(s) require special positioning. Refer to scaled Bot chord 2x4 SP #2 plate plot details for special positioning requirements. Webs 2x4 SP #3 120 mph wind, 21.93 ft mean hgt, ASCE 7-02, CLOSED bldg, not Roof overhang supports 2.00 psf soffit load. located within 4.50 ft from roof edge, CAT II, EXP C, wind TC IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: DL-4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 CHORD SPACING(IN OC) START(FT) END(FT) Wind reactions based on MWFRS pressures. TC 75 1.33 6.00 BC 24 0.15 2.12 Deflection meets L/360 live and L/240 total load. BC 47 2.12 6.00 Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Shim all supports to solid bearing. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 5 r— +23 1-15 R=209 U=147 1.5X4(11) III 2-5-1 2106 R=106 U=°22 5X6= 20-7-6 3 2X4(Al) L<-1-4-0-3-J 2 1 8 3-10-8 6-0-0 Over 3 Supports R=482 U=183 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) /5(2) 7.33.0114 QTY:1 FL/-/4 -/-/R/- Scale =.5"/Ft. **WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. T C L L 20.0 P S F R E F R235-- 57270 REFER TO BCST (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STREET, SUITE 312, ALEXANDRIA, VA, 22314) AND WTCA (WOOD TRUSS CO IF NC IL OF AMERICA, 6300 i•"•* * [\** PSF IANE. MADISON. HI 53 119) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS V T C D L 20.0 P J F DATE 04/28/08 OTHERWISE INDICAIED TOP CHORD SHALL HAVE PROPERLY AITACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE :v� A PROPERLY ATTACHED RIGID CEILING. _ ' 12 BC DL 5.D PSF DRW HCUSR235 08119075 —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. JTW RCG. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 8LIIL0 THE TRUSS IN COMFORMANCE WITH ( ALPINE TPI; OR FABRICATING. HANBLING, SHIPPING. INSTALLING R BRAf,ING OF TRUSSES. BC ILL 10.0 PSF HC E N G AK/DLJ OE IS CONFORMS KITH APPLICABLE PROM SIGNS OF NOS (NATIONAL DESIGN SPEC. BY AFBPp) AND TPI. ITW BCG �* STATE O CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/SS/K) ASTM A653 GRADE 40/60 (W, K/H,SS) CALV. STEEL. APPLY w TOT.L D 55.0 PSF S E Q N 175101 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. ••&O R,Q " ITWBuiidin Co n en}SGrOU Ina ANY INSPECTION OF PLATES FOLLOWED BY (i) S"AL1. BE PER ANNEX A3 OF IPT1-2012 SEC.3. A SEA( ON THIS s`r��IYALEN�yi\ DDR.FAC. 1.25 FROM LR 9/�}��I l OA P DR ANI NG iNU ICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT V Hanes City,FL 33044 DESIGN SHOWN 'HE SOI ANDL'AM USE OF THIS COMPONENT EOR ANY BUILDING IS THE RESPONSIBILITY OF THF FL Certificate of Authorization#0278 BUILDING OESIGNERER ANSI/TPI1 SEC Apr SPACING 24.0" JREF- 1TH2235_ZO2 n1D UNU rKCYHttCU rnU VV �U cn 1Nr11 IEUMUJ a u 9CVDIUVD) DUO CU nT ttUJJ Mttt. (7186OB-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL — ATLANTIC BEACH, ** EJ128) Top chord 2x4 SP #2 120 mph wind, 21.93 ft mean hgt, ASCE 7-02, CLOSED 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. Iw-1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 75 -1.33 6.00 BC 70 0.15 6.00 Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. R=213 U=161 23-1-15 5 r— 2-10 1 R=102 U=7 20-7-6 2X (A ) �-- 1-4-0-3-J 6-0-0 6-0-0 Over 3 Supports R=482 U=181 W-5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) /5(2) 7.33.0114. QTY:1 FL/-/4 -/ R/- c Scale =.5" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSEALL TNG ANO BRACING. E R! T C L L 20.0 P S F R E F 8 2 3 5 57271 REFER i0 BC5I (BUILDING COMPONENT SAFE tY INFORMATION), PUBLISHED DY TPI (TRUSS PLATE INSTITUTE, 218 �.•`,•� K NORTH LEE STREET, SUITE 312, ALEXANDRIA. VA, 22311) AND WTCA (W 00D TRUSS COUNCIL OF AMERICA. 6300 .� ENTERPRISE TAKE. MADISON. WI S3T10) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS T C D L 2 0.0 P S F DATE 04/28/08 OTHERWISE INDICATED IOP CHORD SHAH. HAVE: PROPERLY AITACHED STRUCTURAL PgNF.LS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 01 BC DL 5.0 PSF DRW HCUSR235 08119079 **IMPORTANT**FURNISH A COPY OF THIS DESIGN IO THE INSTALLATION CONTRACTOR. ITW BCG, INC. SHALL NOT f ALPINE BE RESPONSIBLE TOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH BC LL 10.0 P S F HC-ENG AK/DLJ TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING b BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS IN TION AI DESIGN SPEC. BY AF3PA) ANO TPI. ITW BCG �. ATE OF CONNECTOR PLATES ARI: MADE OF 20/18/16GA (W.H/55/R) ASTM A653 GRADE 10/60 (W, K/11,11) TALI- STEEL. APPLY TOT.LD. 55.0 P F J E A N 175106 PLATES TO EACH FACE OF TRUSS AND. UNI.FSS OTHERWISE LOCATED ON THIS DESIGN. PO SIl10N PER DRAWINGS 16 GA-Z. � '/Q R1�P ANY 1NSPF CT)ON OF PI.AT ES FDLLOWkD BY (i) SHALL BE PER ANXE% A3 DF TP11-20D2 SF C.3. A SEAL ON THIS • l r ITW Building ComponentsGioupInc. DRAWING INDICATES PCCEPiANCE OF PROTFSSIONAI. ENGINEERING RfSI'ON518ILIiY SOLEIY FOR THE TRUSS<OMPONENI Ss G� DUR.FAC. 1.25 FROM LR Ha1ne5 City,FL 33844 TUI IG LOINGHDESIGNERTPCRSAN51/TP111 SED UZE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY Ot THE A•• FL Certificate of Authorization#0278 AP M SPACING 24.0" JREF 1TH2235_Z02 IM1J UWU VKLVAKtU hKUM LUMNUILK 1NL'U1 (LUAU) 5 U1MtNJ1UNJ) JUDM111tU by IKUJ�, MR. (7186OB-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL - ATLANTIC BEACH, ** HJ129) Top chord 2x4 SP #1 Dense 120 mph wind, 21.91 ft mean hgt, ASCE 7-02, CLOSED 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. Iw=1.00 GCpi (+/-)=0.18 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Wind reactions based on MWFRS pressures. TC 20 -1.89 8.49 BC 75 0.15 8.49 Hipjack supports 6-0-0 setback jacks with no webs. Deflection meets L/360 live and L/240 total load. Shim all supports to solid bearing. Provide ( 3 ) 0.162"x3.5" nails, toe nailed at Top chord Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. R=432 U=267 +23-1-11 1-5-1 3.54 F-- R=194 1+22-0-2 J 2.14 +20-7-6 2X4(Al) LE-1-10-10-->J 8-5-13 8-5-13 Over 3 Supports R=443 U=208 W=7.778" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C RT=1.25(1.25) 5(2) 7.33.0114 QTY:1 FL/-/4 -/-/R - Scale —.5"/Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F R235-- 57272 REFER TO BCSI (BUILDING COMPONENT SAFFIY INFQRMAIIONI. PUBLISHED BV TPI (TRUSS PLATE INSTITUTE. 218 S.•. NORTH LEE STREET, SUITE 312, AT ANDR IA. YA, 22]14) AND W1CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ��`\ •[1• ENTERPRISE LANE, MAOI SON. NI 53)19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FIINCIIONS. UNLESS V7 T C D L 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD 'H All HAVE SA RI.V ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SI{ALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW HCUSR235 08119083 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BCG. INC. SHALL NOT * : * y ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILHRE TO BUILD THE TRUSS IN COMFORMANCF NI IH if B C L L 10.0 P S F H C-E N G AK/DLJ TPI: 0R FABRIf,A IT NG. HANDLING, SHIPPING. INSTALLING R RRACI NG OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ITN BCG A�• � E O TOT.L D. 55.0 P S F S E O N 175081 SE CONNECTOR PLATES ARE MADE OF JD/1R/16GA (W,H/SS/K) ASTM A553 GRA BE 4D/50 (N, K/H,SSI GALV. STEEL. AP PLV • p A Pi ATFS TO EACH FACE OF 1RUSS AND, UNLESS OTBERNI LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A 1. • �CO n�O�/ 17W B.0din components Geon I.C. ANY INSPECTION OF PLATES FOL IF 11F1 BY (i) S'HAL I. BE PFR ANNEX A3 OF TPI1.20O2 SEC.3. A SEAL ON THTS [1 fl �i` DDR.FAC. 1.25 FROM LR 9/�}�� tl p P DRAWING INDICATES ACCE FIANCE OF PR OTC'SIO NAL ENGINCE RING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONE NI {7 V Haines City,FL 33844 DESIGNN BUILDING E SIGNER THER SAN SI/TPI TI SVC.USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESTONSIBIL ITY HE THF N. sioN t� FLCertifcateofAuthorization#0278Apr SPACING 24.0" JREF- 1TH2235_Z02: I Y1I�, UWG YKtYAKtU FROM l.ULIIG— 1-01 \LVOOA (71860B-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL - ATLANTIC BEACH, ** HJ130 D45) Top chord 2x4 SP #2 120 mph wind, 21.70 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SP P2 anywhere in roof, CAT II, EXP C, wind TC OL=4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (i/-)=0.18 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Wind reactions based on MWFRS pressures. , TC 75 -1.89 7.07 BC 83 0.15 7.07 Hipjack supports 5-0-0 setback jacks with no webs. Deflection meets L/360 live and L1240 total load. Provide ( 3 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. R=288 U=179 T+ 22-8-11 3.54 2 4-13 R=125 20-7-6 2X4(Al) L<-1-10-10--3-J 7-0-14 Over 3 Supports R=382 U=185 W=7.778" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C /RT=1.25(1.25) /5(2) 7.33.011 QTY:4 FL -/4 -/R/- Scale =.5" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARL. 1N FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. is* T C L L 20,0 P J F REF F R 235 57273 REFER TO'CSI (DLIILDING COMPONE NI SAFETY INFORMATION), PUBLISHED BY TPI (1RUS5 PLATE INSTITUTE. 218 ` NOk IH LEE STREET. SUITE 312, ALEXANDRIA. VA, 22314) AND NTC, LWOOO TRUSS COU NC II. OF AMERICA, 6]00 E ENTERPRISE LANE, MADISON. NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FHNCFIONS. UNLESS • T C D L 2 0 0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED SIRUCT URAL PANELS AND BOTTOM CH.R'O SHALL HAVE *� A PROPERLY ATTACHED RIGID CEILING. * . * BC DL 5.0 PSF DRW HcusR235 08119047 **IMPORTANT**FLIRNISH A COPY OF THIS DESIGN To THE INSTALLATION CONTRACTOR. ITN BCG, INC. SHALL NUI /` ALPINE BE ReSPONS1BLe FOR ANY OEVI,TION FROM THIS DESIGN: ANY FAILURE TO RU ILO THE TRUSS IN COME ORMANCE WITH B C L L 10.0 P S F H C-ENG AK/DLJ TPI: OR FABRICATING. HANOI.ING. SHIPPING. INSTALLING R BRACING OF TRUSSES. `* STATE O �� DFSTGN CONIORMS WITH APPLICABLE PROV111ON5 OF NUS (NATIIINAL DESIGN SPEC. BY AF6PA) AHN TPI. ITW RCG A [` S E Q N 175347 CUNNECIOR PLATES AT MADE OF 20/1'/ - (N.H/SS/K) ASTM Afi53 GRADE 40/60 (W, K/H,SSI GALV. STEEL. APPLY **I�/O I'D T Q T.L D. 5 5.0 P J F PLATES TO EACH FACS. OF rRUSI AND. UNLESS OIHFRWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 16OA Z. * 4 A' ANY INSPECTION OF OF FOLIOWED BY (i) SHA L.I. NE PER ANNEX A3 OF TPII-2002 SFC.]. A SEAL ON TN IS sS/pNAt 6` D U R.F A C. 1.2 5 F R 0 M B A I7WBuiWingComponents]]Gro1E�pinc. ORAwTNG INDICATES IATEPTANCC OF PROTFS) 5H AL ENGINEERING RERPUHSIRIIIIY SOlF, FOR THE 1HU55 COMPONENT Haines City,FL 3J044 BUILDING HF,NOESIGNERT PERSA NSlBTPITI SED UZ£ OF THIS COMPENENI FOR ANY RETIRING IS THF RESPONSIRILLTY OF TH£ Apr SPACING 24.0JREF- 1TH2235_Z02 FL Certificate of Authorization#0 278 2 " (71860B (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL -- ATLANTIC BEACH, ** HJ133 D45) Top chord 2x4 SP #2 120 mph wind, 24.28 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DI-4.0 psf, wind BC DL-3.0 psf. Iw-1.00 GCpi (+/-)=0.18 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Wind reactions based on MWFRS pressures. TC 75 -1.89 4.24 BC 50 0.15 4.24 Hipjack supports 3-0-0 setback jacks with no webs. Deflection meets L/360 live and L/240 total load. Shim all supports to solid bearing. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 } 0.131"x3" nails, toe nailed at Bot chord. 3.54 r-- R=79 U=52 0-1 *24-10-11 R=26 II1 1 �L+24-3-2 +23-7-6 J 2.16 2X4(Al) —1-10-10-->j 4-2-15 4-2-15 Over 3 Supports R=253 U=146 W=7.778" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C RT=1.00(1.25) /10(0) 7.33.0114 OTY:4 FL/ 4/ -/R - Scale =.5" Ft. **WARNING** TRUSSFS REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. T C L.L 20.0 P S F R E F 8 2 3 5 57274 REFER TO SCSI (BUII.OING COMPONENT SAFETY INFORHATION), PUB"SIZED BY TPI (TRUSS PLATE INSTITUTE. 218 S"•••••••••••.••• NORTH LfE STREET. SUITE 312. AL,XANDRIA. VA. 22]16) AND WTf,A (HOOU TRU 55 f,OUNCIL OF AMERICA, 6]00 ENS•�••(0 /` ENTERPRISE LANE. MADISON. W1 5}719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS T C D L 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SNAIL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY AF TAC HED RIGID CEILING. No 12 1' BC DL 5.0 PSF DRW Hcusa235 08119105 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG, INC. SHALL NOi 1 ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 BUILD THE TRUSS IN COMFDRMANCE WITH )f BC LL 10.0 P S F HC-ENG AK/DLJ TP[; OR FABRICATING. HA HDL LNG. SHIPPING. INS TALI.I IN b BRACING OF TRUSSES. w DESIGN CONFQRMS W,111 APPLICABLE PROVISIONS OF NDS (NATIONAL OE SIGN SPEC, NY AF11A) ANO TPI. TTW BCG : �^ r� S QN CONNECTOR PLATES ARE MAD, OF 2O/IB/,fi"A (W.H/SS/K) ASTM A653 GRADE 40/60 (W, K/H,SSI GALV. SI FE L. APPLY P TOT.L D 5 5 0 P J F S EON 216302 PLATES TO EAC 11 FACE OF IRIISS ANU, UNLESS OTHERWISE LOCAT 10 ON TIT IS DESIGN. POSITION PER DRAWINGS 16DA-Z. O p,D� ANY INSPECIIDN OT PLAIFS FULtUWFD BY (Y) SHALL HF PFR ANNE% A3 Of 1PI1 2002 SFC.}, A SF AL ON THIS �••••• fl---"o ` D U R.FAC 1.25 FROM B A I�ftildiI19/v p---t.G Ab1/p Ina pRANING INDICATES ACCF.P iA NCL OF PROFESSIONAL LNGiNEERING RESPONSIBILITY SOLELY FOR THE TRI155 COMPONENT {.�`}V Hames CI FL 330Y4 DESIGN SHOWN. 1HE SUITABILITY AND OSE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OT THE Y' ty, U BH,LDING DESIGNEa PER ANST,TPI , SET. 2. AprSPACING 24.0" JREF 1TH2235_Z02 FL Certificate of Authorization#0 278 IM1J UWU YKtPAKLU YKUM UUMYUItif 1NHU1 (LUAU) 6 UIMLN�IIUIN�,) �,UMMIIILU DY IKUJJ MER''. (7186OB-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** HJ135 D45) Top chord 2x4 SP #2 120 mph wind, 21.43 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SP P2 anywhere in roof, CAT I1, EXP C, wind TC DL-4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Wind reactions based on MWFRS pressures. TC 75 -1.89 5.24 BC 55 0.67 5.24 The following trusses need concentrated loads at the end of their overhangs: 3-8-8 span/setback member on the 0 5-11 cant side Sub-fascia beam assumptions: 5-0-8 sub-fascia beam on the 0-5-11 requires 56 lbs and the 3-8-8 span/setback member on the 0-5-11 cantilever side. 5-0-8 sub-fascia beam on the 0-5-11 cantilever cant side requires 56 lbs. side. Hipjack supports 3-8 8 setback jacks with 0-5-11 cantilever one Deflection meets L/360 live and L/240 total load. face; 0-5-11 cantilever opposite face. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. � 22-2-4 3.54 F— R-80 U=53 1 10-6 R-=24 20-7-6 2X4(Al) —1-10-10801 L-5-2-15 Over 3 Supports --� R372 U=197 W=4.511 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C /RT=1.25(1.25) /5(2) 7.33.01 rni QTY:1 FL/-/4/ -/R/- Scale —.5"/Ft. --WARNING**TRUSSES RE OUIftE EXTREME CARE IN FABRICATION. HAN UI.1 Nf., SHIPP[NG. INSTALLING AND BRACING. ....... • A T LL 20.0 P S F R E F R235-- 57275 REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 21B '\ V NORM LEE STREET, SUITE 312. ALEXANDRIA, VA, 223141 AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6]00 ENTERPRISE LANE. MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS T C D L 2 0.0 P S F DATE 04/28/08 OTHFRWISF INDICATED TOP CPORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No. 12 * ` BC DL 5.0 P SF DRW HCUSR235 08119092 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTAIAAITON CONTRACTOR. ITW BCG. INC. SHALL NOT ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH BC LL 10.0 P S F HC-ENG AK/DLJ iPl: OR FABRICATING. HANDLING, SHIPPING. [N STALLING R BRACING OF TRUSSES. A•• TAT DESIGNCONFORMS WITH APPLICARLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFRPA) AN IPI- ITW BCG �•�• R�O� •�i T 0 T.L D 5 5.0 P S F S E Q N 1 7 4(1 2 7 CU NNE C TOR PLATES ARE MA DF OF 20/18/16GA 14.H/SS/K) ASTM AG53 GRA DF 40/60 (W. K7H,SS) GALV. STEEL. APPLY I� 7 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWI S€ ICCA1FD ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. ••• �••` MV Building Components Grou inc. ANY INSPECTION OF PLATLS TDLLOWFD BY (;) SHA LI BF Pk.R ANNEX A3 OF IPI1 2002 A SEAL ON TI115 /ONAI � D U R.FAC 25 FROM B A g pones] O P DRAWING IN CA FS ACCEPTANCE OF PR OFFSSIONAI. LHGI NE ERING RESPUNSIBIL TTY SOLELY FOR THE TRUSS COMPONENT Haines City,FL '3°44 DC SIGN SI/OWN. THE SU I TAB IL LII AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THF BUILDING BEST CLOTH PER ARII7TPT I SEC. 2. Apr 2 SPACING 24.0 JREF 1TH2235_ZO2 FL Certificate of Authorization#0 278 IHIJ UWU VRL FARE I-RUM -UMYU1tK INFU I (LUAU) 6 UIMtNJIUN�I JUDMIIIELF UY IRUJJ Mt N: (7186OB-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL - ATLANTIC BEACH, ** CJ136) Top chord 2x4 SP #2 120 mph wind, 21.72 ft mean hgt, ASCE 7-02, CLOSED 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. Iw=1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 75 -1.33 5.04 BC 60 0.15 5.04 Shim all supports to solid bearing. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. R=172 U=127 T +22 9 2 1-3-8 5 R=86 U=10 2192 3 076 2X4(A1) L<-1-4-0-i�-J 5-0-7 X5-0-7 Over 3 Supports R=431 U--165 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) /5(2) 7.33.01 QTY:2 FL/ /4 / /R/ Scale =.5"/Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDL IMG. SHIPPING, INSTALLING AND BRACING, L L 2 0,0 P J F R E F R235-- 57276 REFER TO BEST (BUILDING COMPONENT SAFETY INFORMATION). PUBLI SHED NY IPI (TRUSS PLATE INSTITUTE. 218 `•\f•E N�•• NORTH LEE STREET, SUITE 312. ALE'ANpft[A, VA, )2314) AND WTCA (WOOD TRUSS COUNC I I, OF AMERICA, 6300 V V �• ENTERPRISE LANE. MADISON. NI 53]19) FOR SAFE TV PRACTICES PRIOR TO PERFORMING TME SE FUNCTIONS. UNLESS •V TC D L 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM C14ORD SHALL HAVE A PROPERTY ATTACHED RIGID CEILING. • Nc� 221 BC DL 5.0 PSF DRW HCUSR235 08119076 —IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG. INC. SHALI NOT ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH BC LL 10.0 P S F HC-ENG AK/DLJ TPI; OR FABRICATING. HANDLING. SHIPPING, INSTAIIING B BRACING OF TRUSSES. A•. TATE DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL. DESIGN SPEC, BY AFBPA) AND TPI. ITW BCG CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/5S/K) ASTM A653 GRADE 40/50 (W, K/H.SS) GALV. STEEL. APPLY *••• C O�''l1P`J` T 0 T.LD. 55.0 PSF S E Q N 175085 PLATES TO EACH FAC OF TRUSS AND, UNI ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. • _V•••r pone p ANY INSPECTION OF PLATES FOLLOWED BY (;) SHALL BE PER ANNE' A3 0T iPll-2002 S.C.3. A SEAL ON THIS 'ONAI�v D U R.FAC 1.25 FR0M LR 17W BuildingComponents�Glrou InC. EUAWING IND CATLS ACCFPTANCF OF PRD(t S C10M AL ENGINEERING RFSPUNS181LITY SOLELY FOR THE TRIISS COMPONENT Hames City,FL 33844 BUILDNN GIT DFSTG NER TPER SAN SI/TPIAII1I11 ANSED USE OF THIS COMPONENT FDR ANY BUIIUING IS THE RESPONSIBILITY OF THE FL Certificate of Authorization#0 278 Apr 2 SPACING 24.0" JREF 35_Z02 1TH22 I111J UWG PKLF'AKtU FROM UUMPUILK INPUT (LUAU) 5 UlI1tNJ1UN�) JUbM111tU FIE IKUOJ MFK=. (718608- (OCEAN BLVD )L11812 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** CJ137) Top chord 2x4 SP #2 120 mph wind, 21.31 ft mean hgt, ASCE 7-02, CLOSED 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. Iw=1.00 GCpi (+/ )=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 57 -1.33 3.04 BC 36 0.15 3.04 Shim all supports to solid bearing. Provide ( 2 ) 0.131"x311 nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 5 R=88 U--66 0—L+ 2 +21-3-2 R=43 U-4 20-7-6 � 3 2X4(Al) 1<-1-4-0-�-J 3-0-7 Ov r i 'supports R=331 U=132 W=5.511 Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C RT=1.25(1.25) 5(2) 7.33.0114 QTY:2 FL/-/4 -/ R/- Scale =.511/Ft. **WARNING`* TRUSSES REOUIRi. EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. •. / T C L L 20.0 P S F R E f 8 2 3 5 57277 REFER TO BCS) (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 GS••-•..•.•... NORTH LEE STREET, SUI LF 312, ALE%ANDRIA, VA. 22314) AND "FEE(WOOD TRUSS COUNCIL OF AMERICA, 6300 V ENTERPRISE LANE, MADISON, WT 53)19) FOR SAFETY PRACE CFS PRIOR TO PERFORMING fH[1E FUNCTIONS. UNLESS �••� TC D L 20.0 P S F DATE 04T28/08 OTHERWISE. INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTIIRAI. PANELS AND BOTTOM CHORD SHALL HAVE v A PROPERLY ATTACHED RIGID CEILING. N 22 BC DL 5.0 PSF DR W HCUSR235 08119077 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG. INC. SHA LI NOT * ! 1 ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH - 1� B C L L 10.0 P S F HC-ENG AK/DLJ TPI: OR FABRICATING. IIANDI.ING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. �` �` DESIGN CONFORMS WITH APPLICABLE PR 0VT 510 N5 OF NU5 (NATIONAL DESIGN SPEC. BY AF6PA) AND TPI. ITW BCG A �� O J- T 0 T L.D. 5 5 D P J F S E Q N 175089 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/N) As TM A653 GRADE 40/60 (W, K/H,SS) GALV. STEEL. APPLY i- A�O s•� PIATES TO EACH FACE OF TRUSS AND, UNIES$ OTHERWISE I.DCAIID ON IBIS DESIGN, POSITION PER DRAWING I6OA-Z. • r- IlYY Building Components Group Inc. ANr `NSE" '°" of PL"TEs FDLL°NFD BY (;) SHAH BF PFR ANN)% AJ OF TPI1-2002 SEC.3. A SEAL DN TO .. •-•�•A\ D O R.FAC. 1.2 5 FROM L R O Pohl P DRAWING INDICATES ACCEPTANCE 'IF PROFESSION AI ENGINEERING RESPONSIBILITY SOLELY FOR THE TR IISS CDM PONFNT V Haines City,FL. 33844 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE J O BIIII.DING DESIGNER PER ANSI/IPI I IFC. 2, Apr S��NAL SPACING 24.0" JREF- 1TH2235_Z02 FL Certificate of Authorization#0 278 I111J UWU PKtYAKLU EKUM EUMYUILK 1NPIJI (LUAU) & U1MtNJIU0) JUMM111tU by IKUJJ MR, (71860B-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** CJ138) Top chord 2x4 SP #2 120 mph wind, 20.89 ft mean hgt, ASCE 7-02, CLOSED 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. Iw=1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. c IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 31 -1.33 1.04 BC 11 1.02 1.04 Shim all supports to solid bearing. BC 11 0.15 1.02 Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 5 F-- —� R=-33 Rw=-33 A42 8 2201 g1 2 R=-25 Rw=34 U-A 3 2X4(A1) L<-1-4-0->J 1-0-7 Over037Supports R=292 U=144 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) 5(2) 7.33.011 OTY:2 FL /4/ /R/ Scale =.5"/Ft. —WARNINGS• TRUSSES REQUIRE 11111.ME CARE IN FABRICATION. HANOIING. SHIPPING. 1N11AI.11NG AND BRACING, T C L L 2 0.0 P S F R E F R235-- 57278 REFER TO BCST (BUILDING COMPONENT SAFETY INFGNMATION). PUBLISHEU BY TVI (TRUSS PLATE INSTITUTE, 218 /• NORTH LEE STREFI, SUITE 312. ALE%A NOR IA, VA, 12]14) AND NTCA (WOOD TRUSS COUNCIL Cl AMERICA. 6300 •••C $" ENTERPRISE LANE. MADI5ON, NI S371 9) FOR SAFETY PRACTICES PRIOR TO CENFORM1NG t11F5E FUNCTIONS. UNLESS T C D L 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL NAVE PROPF RLY ATTACHEU STRUCTURAI PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y BC DL 50 PSF DRW HCUSR235 08119080 —IMPORTANT*'FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ITN BCG. INC. SHALL NOT 7f ALPINE BE RESPONSIBLE FOR ANY DEViATlON FROM THIS DF.51GN: ANY FAILURE TO IT IF THE TRUSS IN C0.10CFANCE WITH BC LL 10.0 P S F HC-ENG AK/DLJ TPI: OR FABRICATING. HANDLING. SIIIPPIHG, INSTALLING E BRACING OF TRUSSES. A; STATE OF DF SIGN ca"Fo"ns WITH APPU CABL[ PRDVIsloxs uF No (Nnn DNAI DFSIr,N SPEC. er AFaPA) AHD iPl. ITW HCG �••••� Pf: T 0 T.L D. 55.0 P$F S E 0 N- 175093 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/SS/K) ASTM A653 GRADE 40/60 (W, K/H.SS) GAILY STEEL_ APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON IN DESIGN. POSITION PER DRAWINGS 160A-Z. • O R,O•••` II �7w B1/I�d%!1 Components GI0U inc. ANY IHSPECiiON OF PLATES FOLLOWED 8Y (i) SHA LI BF PER ANNEX A3 OF TPIi-2002 IF, A SEAL ON THIS (\ ~� "�` DUR.FAC. 1.25 FROM LR 9 /��n p DRAWING INDICA IfS ACCEPTA Nf.F OF Pft OFCSSI ONAL ENGINEERING RF SPONSIBILITY SOI FLY FOR illC TRUSS COMPONENT V A Fl J I� Haines City,FL 3344 611111.20".1H01CSIGNE DEHE SIGNER R SANSI/TPIIY AND T SFC.USE OF THIS COMPONENT FOR ANY BUILDING IS IEE RESPONSIBILITY OF THE FL Certificate ofAuthori7ation#0278 Apr SPACING 24.0" JREF 1TH2235_Z02 IH1�) UWG PKt PAKLU -RUM EUMPUILK INPUT (L UAL)J 5 UIMLN3IUNJ) JUbMIIILU by IKUJJ MtK.. (7186OB-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL -- ATLANTIC BEACH, ** HJ139) Top chord 2x4 SP #2 120 mph wind, 21.91 ft mean hgt, ASCE 7-02, CLOSED bldg, Located But chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL--4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Wind reactions based on MWFRS pressures. TC 45 -1.89 8.49 BC 75 0.00 8.49 The following trusses need concentrated loads at the end of their overhangs: 4-0-0 span/setback member on the 0-7 4 cant side Sub-fascia beam assumptions: 5-4 0 sub-fascia beam on the 0-7-4 requires 65 lbs and the 4-0-0 span/setback member on the 0-7-4 cantilever side. 5-4-0 sub-fascia beam on the 0-7-4 cantilever cant side requires 65 lbs. side. Hipjack supports 6-0-0 setback jacks with 0-7 4 cantilever one Deflection meets L/360 live and L/240 total load. face; 0-7-4 cantilever opposite face. Provide ( 3 ) 0.162"x3.5" nails, toe nailed at Top chord Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. R=351 U=229 23-1-11 3.54 F-- 2-9-13 R=98 20-7-6 2X4(Al) �1-10-10-- LE 8-5-13 Over 3 Supports --� R=565 U=287 W=4.95" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.25(1.25) /5(2) 7.33.011 OTY:1 FL/-/4 -/R - Scale =.5"/Ft. **WARNING** TRU SSE5 RE OUT RE EXTREME CARE IN FARR I CAI ION. HANDLING. SHIPPING, INSTALLING AND BRACING. (�•••••..• :••••�• I T C L L 20.D P S F R E F R235-- 57279 REFER TO BCST TO COMPONFNT SAFETY INFORMATION). PUBLISHED BY TNI (TRUSS PLATE INST)i"I E. 218 �/ N NORTH LEE STREET. SUITE 312. ALEXANDRIA, VA, 22314) AND RICA (WO 00 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LANE. MADISON, NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. ONLFSS TC DL 20.0 P S F DATE 04/28/08 0 THI.RWISE INDICATED TOP CHORD SHALL HAVE PROOF PLY ATTACHE. STRBCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE. RI G IU CEILING. 22 _ -9 BC DL 5.0 PSF DRW HCUSR235 08119089 —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BCG. INC. SHALL NOT S* •_ ALPINE BE RF SPO NSI BLE FOR ANY DEV ON fRUM THIS DESIGN: ANY FAILURE TO BIIT10 THE TRUSS IN COMFORMANCE WITH B C L L 1 0.0 P S F HC-ENG AK/DLJ TPI: II FABRICATING. HANDLING. SHIPPING, IN SiA LLI NG& BRACING OF TRUSSES. A•: ST F DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF N.S (NAT I.NAI. DESIGN SPEC. BY AF&PA) AND TPI. IT.BCG �•� I•�O�� T 0 T.L D 55.0 P S F S E 0 N 175111 CONNECTOR PLATES ARE MADE Of 20/1B/1611 (N,11/S%K) ASTM A653 GRADE 40/60 (W. K/H,SS) GALV. STEEL. APPLY • �f•• PI AILS TO EAC I1 FACE OF INUSS AND. UNLESS OTHERWISE L0'ATFIT ON THIS DE SLGN. POSITION PER DRAWINGS 1601 2. • • _ '` ,T,W Buildin Coo en(S GIOU InC. ANY INSPECTION Of PLATES FLUIDNED BY (i) SIIAIL BE PER ANNE% A3 Of TPI1-2002 SCC.3. A SEAL ON THIS CM D U R FAC. 1.25 F R 0 M L R 9 �n ]] A P DRAWING INDICATES ACCIPIANCE OF PROF LSSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TOT IRD SS GDMPDNE NT {•• Haines City,FL 33844 DESIGBUILDN PORN.DESIGNER PER R SIINS17TPIT1 SND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE FL Certificate of Authorization#0 278 A Apr 28 SPACING 24.0" JREF- 1TH2235_Z02 I H I J UWU PHLPAHLU FHUM LUMPUJL8 1NPU1 (L UAUJ 5 U1 MLHV,I UN,J) "UbMI IIT_U d IHUJJ MI•K- (718608-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** CJ140) Top chord 2x4 SP #2 120 mph wind, 21.72 ft mean hgt, ASCE 7 02, CLOSED 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. Iw=1.00 GCpi (+/-)=0.18 Roof overhang supports 2.00 psf soffit load. IN LIEll OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Wind reactions based on MWFRS pressures. CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 75 -1.33 5.04 BC 60 0.00 5.04 Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. R=174 U=141 T 2-9 2 5 2 20-7-6 R=22 Rw=28 U=4 2X4(Al) 1-4-0 :�I.0 7 4 �-—5-0-7 Over 3 Supports —� R=491 U=176 W=3.5" Design Crit: TPI-2002(STD) /FBC PLT TYPE. Wave C RT=1.25(1.25) /5(2) 7.33.0114. QV: FL/ 4/ -/R/- Scale =.5"/Ft. —WARNING— TRUSSES RFOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAII.ING AND BRACING. �� ... L L 2 0.0 P S F R E F R 2 3 5 57280 REFER EO BCST (all TIDING COMPONENT SAFETY INFORM ATiON). PUBt(SHED BY TPI (TRUSS PLATE INSTITUTE. 216 NOR TN LEE STREET. SUITE 312, ALE%gNDRIA. Vq, 22314) AND WIC (N000 IRUSS COUNCIL OF AMERICA, 6300 `` {n ENTERPRISE LANE. MADISON, NI 53]19) FOR SAFETY PRACIiCES PRIOR TO PERFORMING THESE FUNCtIOHS . UNLESS ��`„1� �• T C D L 20.0 P S F DATE 04/28/08 01 TIE RHISE INDICATED TOP CHORD SHALT. HAVE PROPERLY ATTACHEp STRUCT LIR AL PANEtS ANtI BOTTOM CHORD SIfALI. HAVE A PROPERLY ATTACHED RIGID CEILING. A. � BC DL 5.0 PSF ORW HCUSR235 08119081 IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. FEW BCG. INC. SHALL NOT y : • /` ALPINE BE RESPONSIPIF I'OR ANY DFVIATIDN FROM THIS DFSIGN: ANY FAILURE TO BLITID THF TRUSS IN COMFORMANCF WITH 1f B L L 10.0 P S F H C-ENG AK/DLJ TPI: OR Eq O RICATING, IIA HOLING. SNIPPING. INS,ALLI NG A DR ACI NG OF 1RDSSE S. DESIGN CONTORNS WITH APPLICABLE PROVISIONS OE NUS (NATIDNAL DESIGN SPEC. BY AFbPA7 AND IPI. ITW BCG TATE OF T Q T.L D. 55.0 P S F S E A N- 175115 CONNECTOR PLAITS ARE MADE OF 20118116GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W, K/H.55) GALV. STFFI APPIY l AP •: PLATES TO EACH FACE OF TRUSS AND, UNLESS OTH'HALL LOCATED ON 11 1 DESIGN, POSITION PER DRgW L 160O', �% C ORI \O,• � D U R FAC. 1.25 F ROM L R 1TWBUddin ComponentsGroh Im' ANY INSPECTION OF PLATES COLE OF BY (i) SHALL BF PFR ANNE% A3 0T 9"I-2002 SOLELY F A SLAC ON TNIs ... � 9 pI� p DRAWING INUICAiCS CCf FPiANCE OF PROF LSSIONAL FNGiNILN TNG RESPON518II IlY SOLELY FOIi THF IROS, COMPONENT Hames City,FL 33844 flII ILO BE�IGIINGHDESI GNERT PFRSIq N'I/IPITI SFC USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE FL Certificate of Authorization#0 278 AP SPACING 24.0" JREF- 1TH2235_ZO2 INIJ UWIA PHtFAN IU UNUM LUMFUIPH INFO I (LUAUS S U1 Mt NSIUNS) SUCMIIItU by IKUSS ME K,. (7186OB- (OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** CJ141) Top chord 2x4 SP #2 120 mph wind, 21.31 ft mean hgt, ASCE 7-02, CLOSED 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. Iw=1.00 GCpi(+/-)-0.18 Roof overhang supports 2.00 psf soffit load. � IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Wind reactions based on MWFRS pressures. CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 57 -1.33 3.04 BC 36 0.00 3.04 Provide ( 2 ) 0.131"0" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. +21 11-2 5 � R=89 U=76 1 7-4 20-7-6 R=-46 Rw 42 U=29 2X4(Al) L<-1 4 0 -0 1-4 IE-0-7 Over 3 Supports j f R-418 0=158 W=3.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) /5(2) 7.33.0114 QTY:2 FL -/4 -/-/R - Scale =.5" Ft. **WARNING** TRUSSES REOUIRC EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. T C L L 2 00 P S F R E F R235- [7 r'p 1 REFER TO'CSI (BUILDING COMPON ENE SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 \ f�J5 2 V NORTH IFE STREET. SUITE }12. ALEXn NDR[A, VA, 22314) AND UTCA (HOOD TRUSS COUNCIL OF AMERICA. 6300 (� �` ENTERPRISE LANE, MADISON, WI 53]19) FOR SAFETY PRACTICES PRIpR IO PERFORMING THF5F FUNCTIONS. DNI ESS L ••Y• �' v T C D L 2 0,0 P S F DATE 04/28/08 OTHE RRISE INDICAIED TOP CHORD SHALL MAVF PROPERTY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PR OPERIY ATTACHED RIGIB CEILING. 2 BC DL 5.0 PSF DRW HCUSR235 08119082 —IMPORTANT—FUR N TSM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. FIR BCG. INC. SHALL NOT y ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH )f B C L L 1 0.0 P S F HC-ENG A K/D L J iTT: OR FABRICATING, HANDLING. SHIPPING. INSTALLING B BRACING OF 11DSSES. STATE OF _ 9F SIGN CONFORMS WI TN APPLICABLE PROVISIONS OE NUS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ITR BC,G Q� CONNCCIOR PLATES ARE MADE OF 20/IB/16GA (N,N/SS/K7 ASTM A6S3 GRADE 40/60 (W, K/M.SS) GALV. STEEL. APPLY �* w p TOT.L.D. 55.0 P S F S E A N 175119 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A ]. ANY INSPECTION OF PLAITS FOLLOWED BY (i) SHAI-1 BE PER ANNEX Al OF TELL 200? SLC.3- A SEAL ON THIS • M�l��..'•r DER.F A C 1.25 FR0M -L R IT1NBu11ding Comparents Group I.. UNARI NG INDICATES ACCEPTANCE OF PROIESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR 111E TRUSS COMPONF NI S V` Haines Cithy,FL 33044 DESIGN SHOWN. TILE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE •Jr O BUILDING DES16NIE PER AN SI(1PT I SEC. 2. FL Certificate oCAuthorization#0278 AA SPACING 24.0" JREF- 1TH2235_Z02 IH1J UW(, FKt1AKtU -KUM (.UMF'UItK INI'UI (LUAU) 6 UIMILNJIUNJ) JUbM111tU UY IKUJJ Mt-K- (718608-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** CJ142) Top chord 2x4 SP #2 120 mph wind, 20.89 ft mean hgt, ASCE 7-02, CLOSED 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. Iw=1.00 GCpi (+/-)=0.18 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Wind reactions based on MWFRS pressures. TC 31 -1.46 0.91 BC 10 0.11 0.91 Deflection meets L/360 live and L/240 total load. Shim all supports to solid bearing. R=33 U-25 5 F— —� 2112 0 9-4 20-7-6 -T- R-81 U=30 2X4(Al) 20-1-0 R=-92 Rw=68 U=26 2 4-7 Over 4 Supports R=196 U=129 W=3.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) /5(2) 7.33.011 OTY:2 FL -/4/-/ R/- Scale =.511/Ft. **WARNING** TRUSSES RFOUIRE E%TREML CARE IN FABRICATION. HANDLING. SHIPPING. INSIAIIING AND BRACING. C L L 20.0 P S F R E E R 2 3 5 57282 RFFtR TO BCS, (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (IRUSS PLATE INSTITUTE. ?18 �•`f•E••�• NORTH LEE STREET. SUITE 312. AtE%ANORIA. VA, 22J 14) AND NTfp (WUOD TRUSS COUNCIL OF AMERICA, 6300 V ••• ENEE RPRISE LANE, MADISON. WI 53]19) FOR SAFFTY PRA CTI CFS PR,OR TO PERFORMING THESE FUNCTIONS. UNLESS i*� T C D L 2 0.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROI FRIY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. O 6 2 * * C DL 5.0 PSF DRW HCUSR235 08119113 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. III BCG, INC. SNAIL NOT ALPINE BE RESPONSIBLE FOR ANY DEVIAI N EROM THE DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH BC LL 10.0 P S F HC-ENG AK/DLJ iPl: Oft FABRICATING. HANDLING, SHIPPING. INSIALL,NG 6 ENACING OF TRUSSES. A:. S AT OF DESIGN CONFORMS WITH APPL ICABI.F PROVISIONS OF NDS (NAT to DESIGN SPEC. BY AFBPA) AND TPI. ITW BCG /%j�.� ( CONMFCTON PLATES AFF MADE OF 2O/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W, K/H,SS) GAIV. STEEL. APPEY (/•••. O�\O�\ TOT.LD. 55.0 PSF SEON 16624 REV PLATES TO EACH FACE Of TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POST TION PER DRAWINGS 16OA-Z. �•�•• _ G III�BUIIdIn Components Group Inc. ANV INSPE f,T ION OF PLATES FOI LOWCU BY (i) SNALL BE PER ANNE% Al OF TPI;-2002 SF C.3. A SCAL ON THIS ,�� OUR FAC. 1 2 5 FROM L R 9 �� 4 p DNAH TNG INDICATES ACCEPTANCE OF PROFF SSIONAL ENG INFFRING RESPONSIBILITY SOLELY FOR il1C IRUSS COMPONF NI Hames City,FL 33844 R IINGHDESIGNER THE ER SUITABIANSI/ ISFC LTY AND.USE OF THIS COMPONENT FOR ANY BUILDING IS TEL RESPONSIBILITY 0r THE UILO FL Certificate of Authorization#0 278 Apr 2 SPACING 24.0" JREF 1TH2235_Z02 IHiJ UWU YKtYAKtU FKUM (,UMKUILK INKUI (LUAU) 6 U1MtNJ1UNJ) JUMMIIILU UY IKUJJ MFK: (718608-(OCEAN BLVD )L11812 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** EJ143) Top chord 2x4 SP #2 120 mph wind, 26.72 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (+/-)-0.18 Left end vertical exposed to wind pressure. Deflection meets L/240 Wind reactions based on MWFRS pressures. criteria for brittle and flexible wall coverings. Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 75 -1.33 5.00 BC 60 0.00 5.00 Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 5 27 8-15 R=188 U=176 3 X 4 4-5-1 2-4-1 OF R=80 U=82 23-7-6 3 X 4 1.5X4111 �1-4-0--1J i—5-0-0 Over 3 Supports R=416 U=101 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) /5(2) 7.33.01 QTY:3 FL/ 4/ -/R - Scale =.5" Ft. —WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. S T C L L 20.0 P S F R E F 8 2 3 5 57283 REFER TO 9f,SI (BUILDING COMPONENT SAFEIV INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INS TII UTE. 218 �•�••••••••• •• NORTH LEE STREET. SUITE 312. ALE%A NDR IA. VA, ,2,114) AND.TCA (WOOD TRU 5S COUNCIL OF AMERICA. 6300 ENTERPRISF LANE. MADISON. WI 53]19) FOR SAFETY PRACIIIFS PRIOR TO PERFORMING THE S[ FUNCTIONS. UNLESS TC D L 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED IOP CHORD SHALL HAVE PROPERTY AITACHEO SIRIICTUNAL PA.NE15 AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ♦ � 512 BC DL 5.0 PSF DRW HCUSR235 08119049 "IMFORTANT'*EURXISH A COPY OF THIS DISIGN TO THE INSTALLATION CONTRACTOR. ITW BCG. INC. SHALL NOT 7i ALPINE BF RESPONSIBLE FOR ANY DEVIATION FNOM THIS D[S1GN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WIT 11 BC LL 10.0 P S F HC-ENG AK/DLJ IPI: OR FAB RICAIING. HA NOT.TNG. SHIPPING, INSTALLING 3 BRACING OF TRIlS SF S. •• ST OF (� DESIGN CONFORMS WITH APPLICABLE PROVISIONS 01 NO (NATIONAL OE SIGN SPEC. BY AFRPA) AND TPI. 11W BCG Pfj T O T.L D. 5 5.0 P S F S E Q N 175150 CONNECTOR PLATFS ARF MADE OE Z0/18/I6GI (W,H/SS /K) ASTM A653 GRADE 40/50 (M. K/H,SS) GALV. STEEL. APPLY •�^/ PLATES TO FAC14 FACE OF TRUSS AND. UNLFSS 01HLRWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 1bOA-Z_ • �•• ITYV Building COrtI EnIS Ci- fnc. ANY IN5PFC110N 01 PLATFS IOLLOWED BY (i) SHALL BE PFR ANN[.% Al OF TO 1011 SFC.3. A SEAL ON THIS S/0��!� D U R.FAC. 1.25 F R 0 M L R 9 pon p I P DRAWENG INDICATES Af CL"ANI VE PROFESSIONAL FNG I NEIRING RESPONSIBILITY SOLELY FOR THF TRUSS COMPONENT `{� Hautes City,FL 33044 BTIII O N NGITS HOF SIGNERTPCR SnIN$I/TPI11 SND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE FL Certificate of Authorization#0278 Apr SPACING 24.0" JREF- 1TH2235_ZO2 II11J UWU PKLPAKLU EKUPI LUMPUILK INFUI (LUAU�l h U1MLN�,I MI) JUblll ILU by IKUJJ MEK,. (7186OB-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** HJ144) Top chord 2x4 SP #2 120 mph wind, 26.70 ft mean hgt, ASCE 7 02, CLOSED bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC Webs 2x4 SP #3 DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Left end vertical not exposed to wind pressure. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Hipjack supports 5-0 0 setback jacks with no webs. CHORD SPACING(IN OC) START(FT) END(FT) TC 75 -1.89 7.07 Deflection meets L/360 live and L/240 total load. BC 85 0.00 7.07 Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 3 ) 0.131"x3" nails, toe nailed at Bot chord. R=200 U=147 27-8 11 3X4% 3.54 E- 1.5X4111 4-4-13 2 3-14 R=221 U=65 *23-7-6 1.5X4�� 3X3= —1-10-10--,J LE 7-0-14 Over 3 Supports — --� R=374 U=217 W-7.778" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) /5(2) 7.33.0114. QTY:2 FL 4/-/ R - Scale =.5" Ft. **WARNING** TRUSSES REQUIRE EKTREME CARE IN FABRICATION. HANBLING. SHIPPING. INSTALLING AND BRACING. L L 20.0 P S F REF R 2 3 5 57284 REF T.R TO BCSI (BUIL PING COMPONENT SAFETY INFDNMATION). PURL ISHEp BV TPI (TRUSS PLATE INSTITUTE. 218 NORTH LEE StRfFT, SUITE 312, ALEXANDRIA, VA, 22314) ANU CA (NOOp TO COUNCIL OF AMERICA, 6300 ENTERPRISE LANE, MADISON, WI 53 19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS ��• I N S�♦ T C D L 20.0 P S E DATE 04/28/08 OTNERH[SE INOICq FED TOP CIIORp SHALL HAVE PROPERLY ATiACII(D STRUCTURAL PANELS ANp BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `'�� IVb. 1 BC DL 5.0 PSF DRW HCUSR235 08119062 —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG. INC. SHALL NOT y ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS pISIGN: ANY FAILURE TO BUILD TIIF TRUSS IN COMFORMANCE WITH l� B C L L 10.0 P S E H C-E N G A K/D L J TPI: OR FABRICALING. HA NULING, SKIPPING. INSI AL LING 8 BRACING OF TRUSSF S. DESIGN CONFORMS WITtI APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY ATBPA) AND TPI. ITW 9CG .o; TATE OF TOT.L D. 55.0 PSF S E Q N 175154 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 IN, K/H,SS) GALV. SIEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNIFSS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A Z. /Oq�OPf ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNE% A3 OF TPI1-2102 SFC.3. A SEAL UN THIS l 17YVBuilding Components Groupinc. URnWINc IN ACf,EPIANCE OF PROFF551(INAI. ENGINEERING RE SPONSIBIIIIY SOLFI.V TOR THE iR1155 COMPONENT \G\ D U R.FAC. 1.2 5 FROM L R Hames City,FL 33844 DESIGN SI TOWN. TOE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE '•� `Y� FL Certificate ofAuthmization#0 278 BD,LD,NG DESIGNER PER gNS1/TP, 1 SEG_ 2. A p S P A C I N G 24.0--4.0" I Hl� UWU fKtE`AKtL) EKUM LUMFUItK INFO) (LUAU) K UIMLNJIMI) JUJMIIILU tlY iRUJJ MtR.,, (718608-(OCEAN BLVD )L71812 OCEAN GROVE/DUVAL - ATLANTIC BEACH, ** CJ145) Top chord 2x4 SP #2 120 mph wind, 26.31 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC Webs 2x6 SP #2 DL-3.0 psf. Iw-1.00 GCpi (+/-)=0.18 Left end vertical exposed to wind pressure. Deflection meets L/240 Wind reactions based on MWFRS pressures. criteria for brittle and flexible wall coverings. Roof overhang supports 2.00 psf soffit load. Calculated horizontal deflection is 0.26" due to live load and 0.04" due to dead load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 57 -1.33 3.04 BC 36 0.00 3.04 Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 5 r— R=86 U-152 6-11-2 7 X 10 III 3-7-4 2-4-1 R=60 U-57 23-7-6 7X6 III L<-1-4-0-BlJ L3-0 7 Over 3 Supports_I R=315 U=98 W=3.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) 5(2) 7.33.0114 QTY:6 FL/-/4/-/ R/- Scale =.5"/Ft. *WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AN BRACING. TC L L 20.0 P S F R E F R235- 57285 REFER TO BCSI (BDILDLNG COMP DNENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 4S�\ !• ��• NOR1i1 LEE STREET, SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (MOOD TRUSS COUNCIL OT AMEN ICA, 6100 �1N`I� CE 1y"� C' p p ENTERENTERPRISE LANE. MADISON, NI 53179) FOR SAFELY PRACTICES PRIOR TO PERFO RMIHG THESE FUNCTIONS. UNLESS (r� T C D L 20.0 P S F DATE O 4/2 8/D 8 PRISE ANISE INDICATED TOP 'H,4D SHALL NAVE PROPERLY AITACHED STRUCTURAL PANFLS AND BOTTOM CHORD SHALL HAVE ` : /�� ♦ /` A Pft0PFRIY ATTACHED RIGID CEILING. . N; IZ B C D L 5.0 P S F DRW HCUSR235 08119053 IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BCG. INC. SH All NOT ALPINE 0E RESPONSIBLE FOR AIIY pEV1AT10N FROM THIS pFSIGN; ANY FAILURE TO BUILD THE TRUSS IN COMFOFMANCE NITH B C L L 1 O.O P S F H C E N G AK/DLJ TPI: OR FABRICATING, HAN ULI NG, SHIPPING. INSI AL LING 6 BRACING OF l0.0 SSES. UESI GN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN SPEC. BY A11111 AND TPI. TTN BCG -o°. TAT CONNECTOR PLATES AFI MADE OF 2D/IN/IAGA (W,i1/S5/KI ASTM A663 GRADE a0/60 (N, K/H.SS) GAIN. STEEL, APPLY %. Pf�• TOT.L D. 55.0 P S F S E Q N 175166 PLATES 10 EACH FACE Of TRUSS ABU. UNLESS OTHERWISE EDCATED ON THIS DESIGN, POSITION PER DRAWINGS I6UA-Z. U R1� 17WBuildin @IIfSt'al0u InC. ANY INSPECTION OF PLPTES FQILOMFD BY (i) SIIALL DE PFR ANNEX Al OF IP11 2002 SEC.3. A SEAL ON TNIS N� 8`!•�`•F•�•� •• GpA� P CRANING INDICATES ACCFPTANCF OF PROFESSIONAL ENGINTTHING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT D U R.FAC. 1.25 FROM L R HalneS 7'1,FL 330ff BQILp NG DESIGNTHE SOWNIGN F_RT PERSO NSI/iP LT1 SEp QSE OF THIS COMPONENT FOR ANY BUILDING LNG IS THE RESPONSIBIL LEY OF THE FE Certificate ofAuthori-tion ii 0278 A Apr SPACING 24.0" JREF- 1TH2235_Z02 I H15 UW() YKLFAKtU TKUM t,UMMUILK 1NFUI (LUAUS 5 U1MM IUN5) SUaM111tU by IKUSS MtK;,. (718608-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** CJ146) Top chord 2x6 SP #2 120 mph wind, 25.89 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC Webs 2x6 SP #2 DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 e Left end vertical exposed to wind pressure. Deflection meets L/240 Wind reactions based on MWFRS pressures. criteria for brittle and flexible wall coverings. Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 31 1.33 1.04 BC 12 0.00 1.04 Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 7X6111 5 F— R=-69 Rw=75 U=1 7 26-1-2 2-9 4 2-4-1 2376 R=52 Rw=60 U=73 4X4 III 1-4-0-D-J 1-0-7 Over 3 Supports R=251 U=141 W-3.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) /5(2) 7.33.0114 OTY:6 FL/-/4 -/ R/- Scale =.5" Ft. —WARNING— TRUSSES REQUIRE E%TREMI' CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. �� T C L L 20.0 P S F R E F R235-- 57286 REF Eft TO BCST (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 NORTH LEE STREET. SUITE 312. ALE%ANDRIA. YA. 22314) AND WT CA (WOOD TRUSS COUNCIL OF AMERICA. 6]00 �,.��•••••�� F NTE RPRISE IANF, MADISON, XI 53]19) FOR SAFETY PRA[IICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS ,��` ��• T C D L 2 0.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHLIRD SIIALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEII ING. t(a BC DL 5.0 PSF DRW HCUSR235 08119054 A'V IMPORTANT*"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. IIW BCG. INC. SHALL X01 ALPINE BE RESPONSIBLE FOR AXY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BU ILO THE TRUSS IN COMFORMANCE WI1H l� BC LL 10.0 P S F HC-ENG AK/DLJ TPI: OR FABRICATING. HANDLING, SNIPPING. INSTALLING 8 BRACING OF T%SSC S. DESIGN CONFORMS WI111 APPLICABLY PROVISIONS OF NDS (NATIONAL 1)ESIGN SPEC. BY AFBPA) AND TPI. ITN BCG ST TE OF TOT.L D. 55.0 P S F S E O N 175174 CONNECTOR PLATES ARE MADE OF 2❑/18/16GA (W,H/SS/K) ASTM A651 GRADE 40/60 (W. K/U.SSI GAIN. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS I60A-L. (/••, O R1OP`f 11YV Building COT eMs Grou Inc. ANY INSPFCTLON OF PLATeS IOLLOWED BY (i) SHALL BF PER ANNE% A3 OT IPI1 )00. sec... A SEAL UN THIS n•/•�, •�'�` D U R.FAC. 1.25 F ROM LR 9 POn OAS P DRAWING INDICATES ACCT FA Nf.E OF Pft Of ESSIONAL CNGI NE ERING RESPONSIBII ITT SOLELY FOR FHE TRUSS COMPONENT {1S Hames City,FL 33844 DESIGN N6 H DESIGNER THE SUITABTPM AND USE OE THIS COMPONENT FOR ANY BUILDING IS THE RFSPONSIBILITY OT THE � �••� FL CertificateoFAuthori7a=#0278DO IL D A AP SPACING 24.0" JREF 1TH2235_Z02 (7186OB-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL - ATLANTIC BEACH, ** EJ147) Top chord 2x4 SP #2 120 mph wind, 26.72 ft mean hgt, ASCE 7-02, CLOSED bldg, not Bot chord 2x6 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=4.0 psf, wind BC DL=3.0 psf. Iw=1.00 GCpi(+/-)--0.18 " Left end vertical exposed to wind pressure. Deflection meets L/240 Wind reactions based on MWFRS pressures. criteria for brittle and flexible wall coverings. Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 75 -1.33 5.00 BC 60 0.00 5.00 Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 5 ( 27-8-15 R=187 U=175 3 X 4'5� 4-5-1 2-4-1 3-7-6 R=-55 Rw=39 U=45 2X5111 3X10 �1-4-01 0 0>J —5-0-0 Over 3 Supports -- R=551 U=164 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C /RT=1.25(1.25) /5(2) 7.33.011 QTY: FL/-/4/-/-/R/- Scale =.5" Ft. *'F" I N" TRUSSES RI GC0 EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. T C L L 20-0 P S F R E F R235- 57287 REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PIIRLISHED BY IPI (TRUSS PLATE INSTITUTE. 218 NORtH LEE STREET. SUITE 312. ALE%AN DRIA. VA. 22314) AND WTCA (W 000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LANE, MADISON. W1 53JT0) TOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS ••*i T C D L 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED IOP CHORD SHALL HAVE PROPERLY AT TAf,HED STRUCTURAL PANELS AND BOTTOM IT SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. O y ` BC DL 5.0 PSF DRW HCUSR235 08119050 *'IMPORTANT**FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ITN BCG. INC. SHALT. NOT �{ ALPINE 0E RESPONSIBLE FOR ANY DEVIATION FRON THIS UESIGN: ANY FAILURE TO BUILD THE TRUSS 1N CONFORMANCE W[TN B C L L 1 0.0 P S F H C E NG AK/DLJ TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. A STATE DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN SPEC. BY AFAPA) AND IPI. ITW BCG CONNECron P0AiES ARC MADE OF 20/18/16GA (W,H/SSJK) ASTM A653 GHAOE 40/60 (W, K/H,SS) GALV. STEfL. APPLY �'• A- P✓ TOT.L.D. 55.0 P S F S E Q N- 175146 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. 4 O R%V*.'\ ITYVBuildin Com,vb1entsGroupinc. ANY INSP[CTION OF PLATES FOLLOWED BY (i) SHALL 8E PER ANNE%A3 OF TP 11-2002 SEC.3. A SEAL ON THIS SS�OMAiG` OUR.FAC. 1.25 FROM LR Building pon p ,1 DRAWING 1NBICATES ACCEPTANCE Of PROFESSIONAL ENG INFFRI NG RE SP ONS I HI LI IY SOLELY FOR THF TRUSS COM PONFNT N Hanle$City,FL 33844 DESIGN N SHOE SIGNER THE HER SUITABILANITITPITY AND SED USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THF FL CeRificate of Authorization#0 278 Apr SPACING 24.0" JREF- 1TH2235_Z02 (718608-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** HJ148) Top chord 2x4 SP #2 120 mph wind, 26.70 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x6 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC Webs 2x4 SP #3 DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 a Left end vertical not exposed to wind pressure. Wind reactions based on MWFRS pressures. # IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: The following trusses need concentrated loads at the end of their CHORD SPACING(IN OC) START(FT) END(FT) overhangs: 5-0-0 span/setback member on the 1-5-0 cant side TC 75 -1.89 7.07 requires 144 lbs and the 5-0-0 span/setback member on the 1-5 0 BC 75 0.00 7.07 cant side requires 144 lbs. Sub-fascia beam assumptions: 6-10-10 sub-fascia beam on the 1-5-0 Hipjack supports 5-0-0 setback jacks with 1 5-0 cantilever one cantilever side. 6-10-10 sub-fascia beam on the 1-5-0 cantilever face; 1-5-0 cantilever opposite face. side. Deflection meets L/360 live and L1240 total load. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 3.54 27-8-11 R=150 U=115 H4% 3 X 4 X4%3X4 4-4 13 2-3-14 23-7-6 R=-103 Rw-121 1.5X4 111 3X10 3X4= -- 7-0-14 Over 3 Supports --� R=802 U=529 W=7.778" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C /RT=1.25(1.25) /5(2) 7.33.0114. QTY:2 FL 4/ -/R - Scale =.5" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND BRACING, 1 C L L 20.D P S F R E F R235- 57288 REf ER TO"CSI (BUILDING COMPONENT Ba FE TY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUT(.. 218 NORTH LEE STREET. SUITE 312, ALE%A NDRIA. VA. 22314) AND NTCA (HOOD TRUSS COUNCIL OF gMERICA, 6300 ,�`!A- /` ENTERPRISE LANE, MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING MESE FUNCTIONS. UNLESS i••�` �: TC DL 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED kICED CEILING. N(% 22 2 BC DL 5.0 PSF DRW HCUSR235 08119051 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO IIfE INSTALLATION CONTRACTOR. ITN HCG. INC. SHALL NOT ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BU1L0 THE IRUSS IN COMFDRMANCI WITH �{ 7� C L L 1 0.0 P S F HC-ENG AK/D L J TES OR CA B RICA T'NG. HANDLING. SHIPPING. IN6T AL LI NG 8 BRACING QF TRUSSES, STATE T DESIGN CONFORMS KITH APPLIC A"LE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFhPA) AND LOT. ITN BCG A: S IA11` F CONNECTOR PLATES ARE MADE OF 2O/18/16GA (W.H/SS/K) ASTM A653 GRADE 40/60 (W, K/H.SS) GALV. STEEL. APPLY '/I,y� Aw TOT.L D. 55.0 P S E SEAN 175160 PIATES TO EACH FACE QF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA Z. (/••••/�LL o Pf ANY INSPECTION OF PIATES FOLLOWED BY (i) SUA11 BE PER ANNEX A3 OF TPII-2002 SEC.]. A SEAL ON THIS ••••O Ris••- ITWBU/IdIngComponentsGroupInc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT (bio wl�'1� DUR.FAC. 1.25 FROM LR Haines City,FL 33844 DESIGN ITRF SUITABII ANDSECUSE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE FL Certificate ofAuthorization#0 278 BUILDING DE SIGNER PER ANSI/1PI 2. Apr SPACING 24.0" JREF- 1TH2235_Z02 nI U— 11 1— IrrUI (LUAL)�, & UI Mt K,I UINJ) JUISMIIItU UT IRUJJ Mt K. (7186OB-(OCEAN BLVD )L/18/2 OCEAN GROVE/DUVAL ATLANTIC BEACH, ** CJ149) Top chord 2x4 SP #2 120 mph wind, 26.31 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC Webs 2x4 SP #3 DL-3.0 psf. Iw 1.00 GCpi (+/-)=0.18 e` Left end vertical exposed to wind pressure. Deflection meets L/240 Wind reactions based on MWFRS pressures. criteria for brittle and flexible wall coverings. Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L1240 total load. TC 57 -1.33 3.04 BC 36 0.00 3.04 Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at But chord. 5 F R=88 U=101 26-11-2 3X4 T3-7-4 2 4-1 23-7-6 R=-156 Rw=78 U=73 1.5X4111 1.5X4\0 �1-4 01 0 0>J E3-0-7 Over 3 Supports_ —� R =529 U-219 W=5.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.25(1.25) /5(2) 7.33.0114 QTY:2 FL/ 4/ -/R/- Scale =.5" Ft. **WARNING** IRUSSES RE DO IRE EXTREME CARE IN FARR[CAT ION. HANDLING. SHIPPING, INSTAt I ING AND BRACING. T C L L 2 0.D P S F REFER TO BCS] (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 210 GS R E F R 2 3 5 57289 NORTH LF.E STREET EE T. SUITE 312. ALE%ANDRIA, VA. 22314) AND WTCA (WOOD IRUS COUNCIL OF AMERICA. 6300 Y�•�`'••••• /` ENTERPRISE LANE. MADISON. WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS \V I T C D L 20.0 P S F DATE 04/28/08 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUC IURAL PANFLS AND BOTTOM CHORD SHALL HAVE (` A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW HCUSR235 08119052 **IMPORTANT**FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ITW BCG. INC. SHALL NOT *! (` ALPINE BE RESPON$IRtE FOR AHY UtVIAiION FROM THIS BEST GN; ANY FAILURE TO BUILD THE ENDS' IN COMFORMANCE WE TN B C L L 10.0 P J F HC-ENG A K/D L J TPI: Oft FABRICATING, Ha HOLING, SHIPPING, INSTALLING 8 OR OF TRUSSES. DESIGN CONFORMS WITH APREICABLE PPOVI SIGNS OF NOS (NATIONAL DESIGN SPEC. BY AF6PA) AND TPI. ITN BCG CONNECTOR PLATE$ARE MADE OF 20118]16GA (W,H]SS/RI ASTM A653 GRADE 40/00 (W. X]H.55) GALV. STEEL. APPLY AATA F t� TOT.L D. 55.0 P S F S E A N- 175178 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS IE '. * ^��R1 I ITWBuildin COM entsGrOU InC. ANY INSPECTION OF PLATES FOLLOWED BY (i) $IfALL BE PCR ANNE% A3 OF TPI1 2002 $EC.3. A SEAL ON THIS �1�' f�l� �` OUR.FAC. 1.25 FROM LR 9 r�!n �,1 p DNANING INDICATES ACCFPIANf,E OF PR OFES SIO NA I. ENG INEF RING RE SP ONSIRILITY SOL EIY FOR THE TRUSS COMP ONE Ni {7 Haines City,FL 33844 DESIGN NGHDFSIGN[R TOT SONSAB.1I1i AND D.USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY Di THE FL Certificate ofAuthorizadon#0278 A Apr SPACING 24.0" JREF- 1TH2235_ZO2 will iiii6i I SE" Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam1BM23 BC CALC®9.5 Design Report- US 1 span No cantilevers 0/12 slope Thursday,April 24,2008 15:42 Build 91 File Name: 71860 Job Name: 71860 Description: BM23 Address: LOT 18/2 OCEAN GROVE Specifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: OCEAN BLVD DEVELOPMENT Company: Lumber Unlimited Code reports: ESR-1040 Misc: 1 3 27. Ak 14-00-00 BO B1 DL 1212 lbs DL 1560 lbs RLL 1338 lbs RLL 1756 lbs Total of Horizontal Design Spans= 14-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133_% 125% Trib. 1 JACKS Unf. Lin. (plf) Left 00-00-00 04-00-00 85 102 n/a 2 E72 Conc. Pt. (Ibs) Left 05-00-12 05-00-12 570 683 n/a 3 E71 Unf. Lin. (plf) Left 06-00-00 11-08-00 194 233 n/a 4 E72 Conc. Pt. (Ibs) Left 12-08-00 12-08-00 570 683 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 11131 ft-Ibs 30.7% 125% 5 1 - Internal be verified by anyone who would rely on End Shear -3300 lbs 28.4% 125% 5 1 -Right output as evidence of suitability for Total Load Defl. U690 (0.244") 52.2% 5 1 particular application.Output here based Live Load Defl. U1305(0.129") 27.6% 5 1 on building code-accepted design Max Defl. 0.244" 24.4% 5 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 12.0 n/a 0 1 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Notes Design meets Users specified U360 Total load deflection criteria. (8 ask questions,please call p ( ) (888)234-0056 before installation. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. BC CALC®,BC FRAMER®,AJSTM-, Minimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIM BOARD- BCI®, Minimum bearing length for 131 is 1-1/2". BOISE GLULAMTm,SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min.end bearing+ PLUS@ VERSA A®M®,VERSA-RIM 1/2 intermediate bearing VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. t+►{b -d a c a minimum =2" c= 10" b minimum= 3" d = 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1