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Permits 2038 Beach Ave PERMIT WORKSHEET certificate of Occupancy - Job Address: Q Type Work: Zo3 & Q CLCD ��. ►�le<� SFR. Property Owner: IPhone # C�-t s Z y9 -- Z:�(z Contractor: / Phone # Permit#: 3_ Z Date Issued: Building Inspections: Footing Slab - ILF C 0 C i I- D4 Tie Beam -�" Lintel Nailing / Sheathing Framing / Cover Up Insulation -Z9 Final Building LA- 3-p Tree Permit# 03- Z(0&q ES NO 5- 15-Oa b -- (o (o `7a - I c-{�D 3 Electrical Permit# Date C py to 3" -3 j JEA ' Z i3003 Temp, Pole Permit# _ f S-; J ate/Copy to � )r p JEA �[ Temp. Power Letter Received: YES NO Inspections: Rough Electric - ( • p Released to JEA - 3 ��s� ure lest Temp. Power ea rt Released to JEA Temp. Pole - Released to JEA Final L� Released to JEA Mechanical Permit# - 59 1 Inspections: Rough 1 Final 4- Z3-y41 Plumbing Permit# — Z(,G Inspections: Rough / Underslab 8- e8"0L3 Topout -O3 Water/Sewer •-kA 10 Final /Vf"i -7-14 P> : 03 Zce(�73 Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing /Sheathing Final Fire Inspection: Failed Inspgctions: Date Paid: Date Paid: _� ;� Jia•. r S, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001339 Date 10/07/09 Property Address . . . . . . 2038 BEACH AVE Application type description RIGHT-OF-WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc driveway addition / remove existing landscape mnd ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ O' SHIELDS, MICHAEL OWNER 2038 BEACH AVE ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit DRIVEWAY PERMIT Additional desc . . Permit Fee . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/05/10 ---------------------------------------------------------------------------- Special Notes and Comments 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. Beach Avenue cannot be blocked, traffic must be able to pass . ---------------------------------------------------------------------------- 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 CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247-5800 '' t f Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 +JiS1� PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date /Z �OCi PERMIT# ISSUED BY THE CITY Job AddresshZ.C��'K ��c� /�v 2. Permitee: (_S Telephone# >Z Permittee Address: 4`i5 SIT R( 1' iN _t�2G 2 F7 Requesting Permission to Construct: �ric.-G�-. c,��i�1� ci— r�v�r •-' ��- e-ktS�n� 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 Authority Yes ( ) No (✓) Date: Bell South Telephone CompanyYes ( ) No (J) Date: Ferrell Gas FILE Yes ( ) No Date: Comcast Yes( } No (l/) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shalt meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of Contractor's Project Superintendent) located at_llil6 Slide(fid 13/V 41�26 Z k7 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 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 � �,aa;YPN•iy JOH �'% Notuy Public•State of Florida Signe : L _ Date: S / ?' •=My Comm.Expij:*OO v 1i,2012 Commission 638558 Before me this 3day of e r�"' c/in the County of Duval, ,�►� •�. Bonded Thraiph NNotary Alan State Of Florida, has personally appeared M<<�o�1 T O _j A/e/,f S ""' Notary Public at Large,State of Florida, County of Duval My commission expires: /llo✓, /b ,� Z o /Z Personally Known: Produced Identification: S F� 4r// ✓�'s L i ur w [ �s ti n R.O.W.Permit Attachment of for R.O.W.Permit# issued 3200_ Atlantic Beach,FL 32233 Owner's Name: c.han I f D shoe 1 dS Property Address: Nca c l x A,,R 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 mail, return receipt requested, to the following address: The depositing of said notice of cancellation in the United States snail 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 materials, but must be replaced with smooth concrete left natural in color so that it thatches the existing and adjoining sidewalks." Page 1 of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty(30) days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this 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 4 day of Ce P4-P w b t�200 B®rUperty Owner (to be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this -2 3 day of S e p �' c 2009, personally, appeared before me, a Notary Public in and for said County and State, 1'c4j2 1 0 `J� �f, the property owner of 7-03S g¢h c 4 'qva n u 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. r.„y'N. JOHN COX NotaryP is in for said County and State Notary Public-Stota of FlorMa • My Comm.Expires Nov 16,2012 Commission#Do 691556 CITY OF ATLANTIC BEACH,FLORIDA, a OWN Tkw*Naftil"Assn_ municipal corporation: Approved: Ricky L. Carper,Public Works Director For Permits where city sidewalk is iinpacted, City Manager approval required: Jim Hanson, City Manager Page 2 of 2 s-=Lyr City of Atlantic Beach APPLICATION NUMBER Building Department � ,� (1 o be assigned by the Building Department.) ss 800 Seminole Road ^� { Atlantic Beach,Florida 32233-5445 `' $ lJ�j 0q Phone(904)247-5826 Fax(904)1247- H_ E-mail: building-dept@coab.us Date routed: O1 City web-site: httpJ/www.coab.us APPLICATION REVIEW AND\TRACKING FORM Property Address:a D 3 gZ /4 / Department review required Yes No /n� J Building Applicant tXS �� s Planning&Zoning PP 1�.� Tree Administrator Administrator Project: ub>ic W I Pu is Utilities Public Safety Fire Services Review fey,$ 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.) C 71 men aUe f BUILDING " h� i2%- PLANNING&ZONING Reviewed by: Date: TREE ADMIN. Second Review. - QApproved 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 05 INN City of Atlantic Beach s,. APPLICATION NUMBER Building Department (To be assigned by the Building Department.) r� 800 Seminole Road <�'. t r Atlantic Beach,Florida 32233-5445 ' Phone(904)247-5826 Fax(904)2475 ��� 2N, .0 q E-mail: building-dept@coab.us �,,� Date routed: 1 City web-site: httpJ/www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address•a D 3 g 19-1/ Department review required Yes No �/ Building Applicant: �S 1''B7Lp _ ,r�-� �J Planning&Zoning �1Tree Administrator Project: �.� V c,�,.� -a (T rl., 4-► a- Public Wo Pu liC Utilities Public Safety Fire Services Review feed __Dept SignatR 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 D'nftion of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: XApproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date: ,-�� TREE ADMIN. Second Review: A raved as revised. ❑ pp ❑Denied. PUB WO KS Comments: PUBIC IL IES PU C SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14109 Public Utilities Plan Review Comments Date: q'ld51C)G initials(( Project Name/Address: oZ 0 3 8 �4Ct4 At/ Application Permit#: 09` 3q :Check Bo$ Application Tracking Comments to Add CommentAvoid 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 unsprinkl.ed. 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 ❑ reventer. 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. ... .......... FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 70A N Atlantic Beach Unit 3 Builder: Elite Homes Address: 70A N Atlantic Beach Unit 3 Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Jurisdiction Number: Climate Zone: North I. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 18.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER:10.00 , , 4. Number of Bedrooms 5 _ b. Central Unit Cap:30.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 10.00 _ 6. Conditioned floor area(112) 4959 ft2 c. Central Unit Cap:48.0 kBtu/hr 7. Glass area&type _ SEER: 10.00 - a. Clear-single pane 0.0 ftz _ 13. Heating systems b. Clear-double pane 721_0 112 _ a. Electric Heat Pump Cap: 18.0 kBtu/hr ^ c. Tint/other SHGC-single pane 0.0 ft2 _ li HSPF:6.80 _ d. Tint/other SHGC-double pane 0.0 ft2 b. Electric Heat Pump Cap:30.0 kBtu/hr _ 8. Floor types HSPF:6.80 _ a. Raised Wood,Adjacent R=19.0,692.0 122 _ c. Electric Heat Pump Cap:48.0 kBtu/hr _ b. Slab-On-Grade Edge Insulation,0 R=0.0, 174.0 112 _ HSPF:6.80 c. I Others 38.0 ft2 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Concrete,Int Insul,Exterior R=6.0,957.0 ft2 _ EF:0.91 _ b. Frame,Wood,Exterior R=19.0,2829.0 ftz _ b. Electric Resistance Cap:50.0 gallons _ C. Frame,Wood,Exterior R=11.0,837.0 ft2 _ EF:0.91 _ d. Frame,Wood,Adjacent R=19.0,371.0 ftz I', c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1637.0 ftz _ 15. HVAC credits MZ-C,MZ-H _ b. Single Assembly R=19.0, 15 0.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0, 150.0 ft2 MZ-C-Multizone cooling, b. 2 Others 250.0 ft MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as-built points: 56682 PASS SS Total base points: 65123 /`1 1 hereby certify that the plans and specifications covered Review of the plans and -THE sT by this calculation are in compliance with the Florida specifications covered by this tion` = 9TF° Energy Code. e$ calculation indicates compliance y '.,, '� _s,,,.` PREPARED BY: Bruce Ellis with the Florida Energy Code. Before construction is completed W DATE: Dthis building will be inspected for , I hereby certify that this building, as designed, is in compliance with Section 553.908 1�'c compliance with the Florida Energy Code. Florida Statutes. ° OWNERIAGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGauge®(Version: FLR1 PB v3.22) I FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 70A N Atlantic Beach Unit 3,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 4959.0 20.04 17888.1 Double, Clear N 1.0 15.0 8.0 19.22 1.00 153.1 Double,Clear N 1.0 15.0 30.0 19.22 1.00 574.3 Double,Clear S 1.0 15.0 5.0 34.50 0.99 171.4 Double, Clear E 8.0 6.0 28.0 40.22 0.45 510.3 Double,Clear E 7.0 6.0 48.0 40.22 0.48 919.4 Double,Clear E 2.0 20.0 15.0 40.22 0.99 600.1 Double,Clear N 2.0 20.0 9.0 19.22 0.99 172.0 Double,Clear N 2.0 20.0 4.0 19.22 0.99 76.4 Double,Clear N 2.0 20.0 16.0 19.22 0.99 305.7 Double,Clear N 2.0 20.0 15.0 19.22 0.99 286.6 Double,Clear W 1.0 6.0 15.0 36.99 0.97 538.3 Double,Clear W 2.0 20.0 30.0 36.99 1.00 1104.4 Double, Clear S 2.0 20.0 45.0 34.50 0.99 1538.1 Double,Clear S 2.0 20.0 54.0 34.50 0.99 1845.7 Double,Clear E 2.0 15.0 54.0 40.22 0.99 2143.4 Double, Clear E 7.0 6.0 39.0 40.22 0.48 747.0 Double,Clear E 2.0 6.0 15.0 40.22 0.85 511.7 Double,Clear N 2.0 6.0 12.0 19.22 0.90 207.6 Double, Clear N 2.0 6.0 24.0 19.22 0.90 415.2 Double,Clear S 24.0 6.0 8.0 34.50 0.43 119.2 Double,Clear W 6.0 6.0 40.0 36.99 0.53 784.7 Double,Clear S 2.0 6.0 54.0 34.50 0.78 1445.7 Double,Clear S 2.0 6.0 54.0 34.50 0.78 1445.7 Double, Clear E 2.0 6.0 27.0 40.22 0.85 921.0 Double,Clear S 2.0 6.0 27.0 34.50 0.78 722.8 Double,Clear E 2.0 6.0 27.0 40.22 0.85 921.0 Double, Clear E 2.0 6.0 10.0 40.22 0.85 341.1 Double,Clear W 2.0 6.0 8.0 36.99 0.85 251.3 As-Built Total: 721.0 19773.3 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 371.0 0.70 259.7 Concrete, Int Insul, Exterior 6.0 957.0 0.85 813.5 Exterior 4623.0 1.70 7859.1 Frame,Wood, Exterior 19.0 2829.0 0.90 2546.1 Frame,Wood, Exterior 11.0 837.0 1.70 1422.9 Frame,Wood,Adjacent 19.0 371.0 0.40 148.4 Base Total: 4994.0 8118.8 1 As-Built Total: 4994.0 4930.8 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.22 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 70A N Atlantic Beach Unit 3,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 21.0 2.40 50.4 Exterior Wood 61.0 6.10 372.1 Exterior 61.0 6.10 372.1 Adjacent Wood 21.0 2.40 50.4 Base Total: 82.0 422.5 As-Built Total: 82.0 422.5 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1781.0 1.73 3081.1 Under Attic 30.0 1637.0 1.73 X 1.00 2832.0 Single Assembly 19.0 150.0 5.64 X 1.00 846.0 Base Total: 1781.0 3081.1 As-Built Total: 1787.0 3678.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 174.0(p) -37.0 -6438.0 Raised Wood,Adjacent 19.0 692.0 0.40 276.8 Raised 730.0 -3.99 -2912.7 Raised Wood,Stem Wall 19.0 38.0 -1.50 -57.0 Slab-On-Grade Edge Insulation 0.0 174.0(p -41.20 -7168.8 Base Total: -9350.7 As-Built Total: 904.0 -6949.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 4959.0 10.21 50631.4 4959.0 10.21 50631.4 Summer Base Points: 70791.2 Summer As-Built Points: 72487.0 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 72487.0 0.188 (1.090 x 1.147 x 1.00) 0.341 0.950 5137.6 72487.0 0.313 (1.090 x 1.147 x 0.91) 0.341 0.950 8562.7 72487.0 0.500 (1.090 x 1.147 x 0.91) 0.341 0.950 13700.3 70791.2 0.4266 30199.5 72487.0 1.00 1.166 0.341 0.950 27400.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLRIPB v3.22 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 70A N Atlantic Beach Unit 3,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Point .18 4959.0 12.74 11372.0 Double,Clear N 1.0 15.0 8.0 14.30 1.00 114.4 Double,Clear N 1.0 15.0 30.0 14.30 1.00 429.0 Double,Clear S 1.0 15.0 5.0 4.03 1.00 20.1 Double,Clear E 8.0 6.0 28.0 9.09 1.36 346.6 Double,Clear E 7.0 6.0 48.0 9.09 1.33 580.9 Double,Clear E 2.0 20.0 15.0 9.09 1.01 137.2 Double,Clear N 2.0 20.0 9.0 14.30 1.00 128.7 Double,Clear N 2.0 20.0 4.0 14.30 1.00 57.2 Double,Clear N 2.0 20.0 16.0 14.30 1.00 228.8 Double, Clear N 2.0 20.0 15.0 14.30 1.00 214.5 Double,Clear W 1.0 6.0 15.0 10.77 1.01 162.8 Double,Clear W 2.0 20.0 30.0 10.77 1.00 323.4 Double,Clear S 2.0 20.0 45.0 4.03 0.99 180.4 Double,Clear S 2.0 20.0 54.0 4.03 0.99 216.5 Double,Clear E 2.0 15.0 54.0 9.09 1.01 495.7 Double, Clear E 7.0 6.0 39.0 9.09 1.33 472.0 Double,Clear E 2.0 6.0 15.0 9.09 1.06 144.6 Double,Clear N 2.0 6.0 12.0 14.30 1.00 172.4 Double,Clear N 2.0 6.0 24.0 14.30 1.00 344.9 Double,Clear S 24.0 6.0 8.0 4.03 3.66 118.0 Double,Clear W 6.0 6.0 40.0 10.77 1.17 502.4 Double,Clear S 2.0 6.0 54.0 4.03 1.26 273.9 Double,Clear S 2.0 6.0 54.0 4.03 1.26 273.9 Double,Clear E 2.0 6.0 27.0 9.09 1.06 260.3 Double,Clear S 2.0 6.0 27.0 4.03 1.26 137.0 Double,Clear E 2.0 6.0 27.0 9.09 1.06 260.3 Double,Clear E 2.0 6.0 10.0 9.09 1.06 96.4 Double,Clear W 2.0 6.0 8.0 10.77 1.04 89.8 As-Built Total: 721.0 6782.3 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 371.0 3.60 1335.6 Concrete, Int Insul, Exterior 6.0 957.0 5.15 4928.5 Exterior 4623.0 3.70 17105.1 Frame,Wood, Exterior 19.0 2829.0 2.20 6223.8 Frame,Wood, Exterior 11.0 837.0 3.70 3096.9 Frame,Wood,Adjacent 19.0 371.0 2.20 816.2 Base Total: 4994.0 18440.7 As-Built Total: 4994.0 15065.5 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.22 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 70A N Atlantic Beach Unit 3,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 21.0 11.50 241.5 Exterior Wood 61.0 12.30 750.3 Exterior 61.0 12.30 750.3 Adjacent Wood 21.0 11.50 241.5 Base Total: 82.0 991.8 As-Built Total: 82.0 991.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1781.0 2.05 3651.0 Under Attic 30.0 1637.0 2.05 X 1.00 3355.8 Single Assembly 19.0 150.0 1.86 X 1.00 279.0 Base Total: 1781.0 3651.0 As-Built Total: 1787.0 3634.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 174.0(p) 8.9 1548.6 Raised Wood,Adjacent 19.0 692.0 2.20 1522.4 Raised 730.0 0.96 700.8 Raised Wood,Stem Wall 19.0 38.0 0.80 30.4 Slab-On-Grade Edge Insulation 0.0 174.0(p 18.80 3271.2 Base Total: 2249.4 As-Built Total: 904.0 4824.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 4959.0 -0.59 -2925.8 4959.0 -0.59 -2925.8 Winter Base Points: 33779.1 Winter As-Built Points: 28372.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 28372.6 0.188 (1.069 x 1.169 x 1.00) 0.501 0.950 3000.8 28372.6 0.313 (1.069 x 1.169 x 0.93) 0.501 0.950 5001.4 28372.6 0.500 (1.069 x 1.169 x 0.93) 0.501 0.950 8002.2 33779.1 0.6274 21193.0 1 28372.6 1.00 1.184 0.501 0.950 16004.4 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLRIPB v3.22 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 70A N Atlantic Beach Unit 3,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2746.00 13730.0 50.0 0.91 5 0.50 2655.47 1.00 6638.7 50.0 0.91 5 0.50 2655.47 1.00 6638.7 As-Built Total: 13277.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 30200 21193 13730 65123T 27401 16004 13277 56682 PASS oil Srml II�III, d t il f�COD � EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge@1ResFREE'2001 FLR1 PB v3.22 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 70A N Atlantic Beach Unit 3,Atlantic Beach, Fl, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK_ Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft._door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 j Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. f Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor; around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 Cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5_ Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES-(must-be met or exceeded_by all residences.)__ _ COMPONENTS i SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided. External or built-in heat_trap_required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal 1 efficiency of 78%• _ Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.22 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =84.5 The higher the score,the more efficient the home. 70A N Atlantic Beach Unit 3, Atlantic Beach, FI, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap: 18.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 4. Number of Bedrooms 5 _ b. Central Unit Cap:30.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 10.00 _ 6. Conditioned floor area(ft2) 4959 ft2 c. Central Unit Cap:48.0 kBtu/hr 7. Glass area&type _ SEER: 10.00 _ a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 721.0 ft2 _ a. Electric Heat Pump Cap: 18.0 kBtu/hr c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:6.80 ^ d. Tint/other SHGC-double pane 0.0 112 b. Electric Heat Pump Cap:30.0 kBtu/hr 8. Floor types _ HSPF:6.80 _ a. Raised Wood,Adjacent R=19.0,692.0 ft2 - c. Electric Heat Pump Cap:48.0 kBtu/hr _ b. Slab-On-Grade Edge Insulation,0 R=0.0, 174.0 ft2 _ HSPF:6.80 _ c. 1 Others 38.0 ft2 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons ^ a. Concrete,Int Insul,Exterior R=6.0,957.0 ft2 _ EF:0.91 _ b. Frame,Wood,Exterior R=19.0,2829.0 ft2 _ b. Electric Resistance Cap:50.0 gallons c. Frame,Wood,Exterior R=11.0,837.0 ft2 _ EF:0.91 _ d. Frame,Wood,Adjacent R=19.0,371.0 ft2 _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1637.0 ft2 _ 15. HVAC credits MZ-C,MZ-H _ b. Single Assembly R=19.0, 150.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup: Unc. Ret:Unc. AH: Interior Sup.R=6.0, 150.0 ft - MZ-C-Multizone cooling, b. 2 Others 250.0 ft MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) o�zHE ST,gl� in this home before final inspection. Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. "" c Builder Signature: Date: � � a Address of New Home: City/FL Zip: j�'c0D *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar'Mdesignation), your home may quali)�for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version: FLRI PB v3.22) "4 RIGHT-J LOAD AND EQUIPMENT SUMMARY Basement Zone Energy Design Systems Job: 418103 1065 Oak Vale Rd,Jacksonville,Fl 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@aftbi.com For: Elite Homes 70A N Atlantic Beach Unit 3,Atlantic Beach, F1 Notes: =777717 Weather: Jacksonville, Int'l Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 72 OF Inside db 72 OF Design TD 40 OF Design TD 21 OF Daily range M Relative humidity 50 % Moisture difference 56 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 20586 Btuh Structure 12864 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 20586 Btuh Use mfg.data n Rate/swing multiplier 0.98 Infiltration Total sens. equip.load 12607 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 0 Btuh Ventilation 0 Btuh HeatingCoolingInfiltration 1899 Btuh Area(ft) 105105Total latent equip.load 1899 Btuh Volume(ft3) 8408 8408 Air changes/hour 0.62 0.35 Total equipment load 14505 Btuh Equiv.AVF(cfm) 87 50 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. %^Z"glh1tS.CXFt Right-Suite Residential—5.0,66 RSR29784 2003-Apr-08 09:27:42 CADocuments and Settings\customer\My DocumentsWrightsoffiElite Homes 70A N Atl Bch 3 At[Bch.rsr Page 1 r4Y RIGHT-J LOAD AND EQUIPMENT SUMMARY First Floor Zone Energy Design Systems Job: 418103 1085 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Emaii:energydesign@attbi.com WIN, g ..i. T. 'Sx x'': m Y ur s �' + .•, yt;i._ Y`.V :. F, tkP 4 F T ,t, For: Elite Homes 70A N Atlantic Beach Unit 3,Atlantic Beach, FI Notes: s C ,v. Weather: Jacksonville, Intl Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 72 OF Inside db 72 OF Design TD 40 OF Design TD 21 OF Daily range M Relative Humidity 50 % Moisture difference 56 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 20677 Btuh Structure 21952 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 20677 Btuh Use mf data n Ratelswtng multiplier 0.98 Infiltration Total sens.equip.load 21513 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 3675 Btuh Area(ft2) 1743 1743 Total latent equip.load 4365 Btuh Volume(fP) 15687 15687 Air changes/hour 0.64 0.37 Total equipment load 25877 Btuh Equiv.AVF(cfm) 168 96 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. -�_ w"CjH1Moft RightSuite ResidentialTM 5.0.66 RSR29784 2003-Apr-08 09:27:42 CADocuments and Settings\customerWy DocumentslWrightsotriElite Homes 70A N Atl Bch 3 Atl Bch.rsr Page 2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone 3 Energy Design Systems Job: 418103 1065 Oak Vale Rd,Jacksonville,Fl 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@aftbi.com For: Elite Homes 70A N Atlantic Beach Unit 3,Atlantic Beach, F1 Notes: ME Weather: Jacksonville, Int'l Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 72 OF Inside db 72 OF Design TD 40 OF Design TD 21 OF Daily range M Relative humidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 33842 Btuh Structure 35164 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 33842 Btuh Use mfg.data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 34461 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh HeatingCoolingInfiltration 5389 Btuh Area (ft2) 212212Total latent equip. load 6079 Btuh Volume(ft) 18759 18759 Air changes/hour 0.79 0.45 Total equipment load 40541 Btuh Equiv.AVF(cfm) 246 141 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Ntvr-iC)"'tsAc>ft Right-Suite ResidentialTM 5.0.66 RSR29784 2003-Apr-08 09:27:42 CADocuments and Setbngs\customer\My DocumentsWrightsoffiElfte Homes 70A N At Bch 3 AV Bch.rsr Page 3 RIGHT-J SHORT FORM Basement Zone Energy Design Systems Job: 418103 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@attbi.com For: Elite Homes 70A N Atlantic Beach Unit 3,Atlantic Beach, FI MR- Htg Cig Infiltration Outside db(°F) 32 93 Method Simplified Inside db(°F) 72 72 Construction quality Average Design TD(°F) 40 21 Fireplaces 0 Daily range - M Inside humidity(%) - 50 Moisture difference(gr/Ib) - 56 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temperature rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % ROOM NAME Area Htg load Cig load Htg AVF Cig AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Basement 1051 20586 12864 1025 688 Basement Zone n p 1051 20586 12864 1025 688 Ventilation air 0 0 Equip.@ 0.98 RSM 12607 Latent cooling 1899 TOTALS 1051 1 20586 1 14505 1 1025 1 688 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wnghtsoft Right-Suite ResidentialT 5.0.66 RSR29784 2003-Apr-08 09:27:42 n $vim CADocuments and Settings\customer\My Documents\Wrightsoft\EIRe Homes 70A N Atl Bch 3 Atl Bch.rsr Page 1 Truss Connections ELITE HOMES LOT 70/3 NORTH ATLANTIC BEACH Truss Uplift Truss Stud to Double Stud to Sill Left Inter. Right Connection Plate Connection Connection F38 _ _ 379 760 145 (1)H2.5_A; (2)-H2.5A ; (1)H2.5A TYPICAL TYPICAL___________ F40A 2001 4041 520 MGT on rod ; (4)HTS30 ; (2)H2.5A N/A ; N/A, TTP N%A ; (2)CS16 ; TTP -Ti------ --657-- -- - -- ----693--- - - - (2) H2.5A HANGER - - - TYP ; N/A T2 through T5 1236 _ 1070 {2)MTS12 ; (2) H2.5A TYPICAL _ _ TYPICAL T62395 2359 MGT on rod ; (2)HTS30 N/A N/A ; (2)CS16 T7 --- 984 - —1243 (2)H2.5A (2)MTS12 - - TYPICAL- --- - TYPICAL - T8 --- --- -1003 —C --- -- ---963 TYPICAL- -- - TYPICAL -- -- ALL OTHERS- - <600- <600 - (1- H2 5A - - TYPICAL - - - - TYPICAL Where HTS30 is indicated install two (2) No. SPF studs (Min.)under each bearing point. Toe-nail trusses to Dbl. Pt. with 4- 16d com. Typical: Threaded Rods as noted on Layout MGT Uplift Capacity 3965#; LTS12 Uplift Capacity: 750# H2.5A Uplift Capacity: 600# ; H16 Uplift Capacity: 1330# w/ 10 - 10d com; HTS30 Uplift Capacity: 1245# ; HTT16 Uplift Capacity: 4165# All connectors are SIMPSON or equal (U.O.N.) 5�/ rtley Rd., Suite 202 , Jax., FL 32257 Jeffrey K. Hulsberg P.E. (904) 886-2401 FAX (904) 260-4367 �� - CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD y ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026639 Date 8/07/03 Property Address . . . . . . 2038 BEACH AVE Tenant nbr, name . . . . . . 33 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -- ---------------------- ------------------------ LAMBERTSON, CHRIS NELSON PLUMBING CO. , INC. 77 19TH STREET 10895-1 OLD DIXIE HWY. ATLANTIC BEACH FL 32233 ST.AUGUSTINE FL 32095 (904) 349-2803 (904) 262-4884 ---------------------------------------------------------------------------- ,Permit . . . . . . PLUMBING PERMIT Additional desc Permit Fee . . . . 266 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 266 . 00 266 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 266 . 00 266 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL ?j rLtJ r✓c� . ell ,r CITY OF ATLANTIC BEACH s� 800 SENIINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026089 Date 5/15/03 Property Address . . . . . . BEACH AVE Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ LAMBERTSON OWNER 77 19TH STREET ATLANTIC BEACH FL 32233 (904) 349-2803 ---------------------------------------------------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 5/15/03 Valuation . . . . 0 ----------------------------------------------------------------------------- Special Notes and Comments REMOVE 57 . 2" OF OAK TO BE MITIGATED WITH 11 . 1" OF OAK ON SITE, 17 . 5" OF OAK TO BE PLANTED ON SITE AND A 10" PALM TO BE TRANSPLANTED TO ANOTHER LOCATION ON SITE . Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. c 't BUILDING OFFICIAL MINUTES OF THE REGULAR MEETING OF THE TREE CONSERVATION BOARD May 14, 2003 A regular meeting of the Tree Conservation Board was held Wednesday, May 14, 2003, at Adele Grage Community Center. Present were Chair Barbara Mears, David Owens, Bill Permenter, Maureen Shaughnessy, Building Official Don Ford,and Susan Dunham. Absent was Tom Hill. 1. Call to Order The meeting was called to order at 7:06 p.m. 2. Recognition of Visitors None. 3. Approval of Minutes of Meetings of April 23, 2003, and April 25, 2003 A motion was made by Board Member Shaughnessy, seconded by Board Member Permenter, and unanimously carried to approve the Minutes of the Tree Conservation Board meeting of April 23,2003. A motion was made by Board Member Shaughnessy, seconded by Board Member Owens, and unanimously carried to approve the Minutes of the Tree Conservation Board meeting of April 25,2003. 4. Old Business None. 5. New Business: A. Tree Removal Applications: 1. 360 Seminole Road: This agenda item was moved to the end of New Business. 2. 350 6`h Street: The Board determined that the trees to be removed were located in the interior zone and no mitigation was required. A motion was made by Board Member Permenter, seconded by Board Member Owens, and unanimously carried to direct the Building Official Ford to issue a permit for the removal of 114" of palm with no mitigation required. 3. East 100 Feet of Lot 70A,North Atlantic Beach, Unit No. 3: Mr. Chris Lambertson introduced himself. He advised the Board that he incorrectly marked all trees over six inches in red on the site; however,the survey was correct. Discussion was held with regard to the dune located on the site. Chair Mears suggested that the applicant could save the dune and the trees on the dune with a two-foot height variance from the Community Development Board. Mr. Lambertson advised that he would prefer to save the dune and the trees and would review the plans to ensure that this would not entail re-engineering the whole project. The Board determined that they would write a letter to the Community Development Board in support of the variance request, and Board Member Owens stated that he would attend the pertinent Community Development Board meeting. A motion was made by Board Member Owens, seconded by Board Member Permenter, and unanimously carried to direct the Building Official to issue a permit for the removal of 9 Minutes of Tree Conservation Board May 14, 2003 Page 2 57.2" of oak to be mitigated with 11.1" of oak on site, 17.5" of oak to be planted on site, and a 10" of palm to be transplanted to another location on site. The Board drafted a letter in support of the applicant to the Community Development Board. 1. 360 Seminole Road: Building Official Ford advised that the applicant would like to remove the maple tree due to the damage it was causing to the deck. The Board discussed the possibility of the applicant building the deck around the maple. A motion was made by Board Member Shaughnessy, seconded by Board Member Permenter, and unanimously carried to direct the Building Official to issue a permit for the removal of 52" of hardwood to be mitigated with 5.5" of holly on site and 20.5" of hardwood to be planted on site. 1814 Hickory Lane: Building Official Ford stated that this was a change to an existing permit. He stated that the applicant would like to remove the laurel oak because it is located too close to the construction site and would most likely be damaged during construction. Building Official Ford also stated that this tree had not been used previously for mitigation. A motion was made by Board Member Owens, seconded Board Member Shaughnessy, and unanimously carried to direct the Building Official to issue a permit for the removal of a 15" laurel oak to be mitigated with a 4" laurel oak on site and 3.5" of oak to be planted on site. 6. Reports and Announcements Discussion was held with regard to communication with the Public Works Department. Building Official Ford suggested that any communication with Public Works be forwarded by fax the day following the Tree Conservation Board meetings. Chair Mears advised that a 22"double oak on Shell Street would not survive if paving was accomplished as marked by the stakes on site. She stated that she spoke with the Public Works Director and requested that the road be shifted to accommodate the tree. Building Official Ford suggested writing a letter to the City Commission to consider this request. The Board drafted a letter to the City Commission. 7. Adiournment There being no other business or discussion,the meeting was adjourned at 8:20 p.m. Barbara Mears, Chair CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be submitted with seven (7) copies and receivedybY 5 PM an the Friday ten (10)dayjvrior to the scheduled meetingn order to belimon the ag; INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT B&ZBOCESSED. -23IG.kat 5 � 7,"11 APPLICANT NAME ADDRESS TELEPHONE 2. o-*- f 1: r U , -5 ADDRESS OR LEGAL DESCRIVnON OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: 60AI�tc QhLJ o'- lyeW .` 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES (§'0),NOT SURE 5. PROPERTY ZONING: RESTDENTIAI. COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER MITIGATION OFFICE USE ONLY INT.. EX r. Pi=p, q.9 Ak V AAL 'Diamctcr at Breast height(D.B.H.)is measured w 4.5 feet above grade. To accurately determine ditunctcr,measure the trunk circumference and divide by 3.14. Diameter ofmuld-trunked w=is determined by adding togesbcr the diameter of each trunk as measured irn mediatc)y above the forks. TREE PROTECTION PRO?ERTY LINE ARI V ATE PROTECTED ' TREE t0.0o. ——— OR MORE —— 7.50' �•-- I PRIVATE j PROTECTED' TREE I i PRIVATE PROTECTED TREE I•.c PROPERTY J ` LINE Jo o I DBH OF 20OR MORE Amo 1 . PROPERTY J j i (D 8 H OF 70 OR,MORE IN- LINE o J COMMERCIAL b; INDUSTRIAL PRIVATE PROPERTY) PROTIL TREE � •I . 7.50' �P-_--_—, _ --- -- ---� jK" PRIVATE PROTECTED TED TRFF ' D B H Or•6' OR MORE T. (y�^� PROPERTY 20.00' _• • LINE PROPERTY LINE- 00 NE r� SIDE W I%LK SIDEWALK s ' PUBLIC PROTECTED TREE 0 S H .OF 6" OR ►AORE (PUBLIC STREET) (PUBLIC STREET) A. PRIVATE PROTECTED TREE - 1. ANY TREE -VOTM A D B H OF; SIX (5) INCMrS OR MORE LOCATED ON ANY L07 WITHIN TWENTY (20) FEET OF A STREET RICHT-OF-.WAY OR REAR PROPERTY LINE. SIX (6) INCHES OR MORE "THIN SEVEN AND A HALF (7.5) FEET OF ANY OTN£R PRIVATE PROPERTY LINE AND 7W-,NTY (20) INCHES W7011N ANY OTHER PORTION OF THE LOT, (EXCEPT 10" FOR COMMER- CAL.& INDUSTRIAL PROPERTY) 2. AN7 C1.IAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF r ORES TRY,• &ARTMENT OF AGRICULTURE. S. PU6l:IC .PROTECTED .TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TP.EE SIX (6) INCHES OR LARGER .WITHIN CITY RICI•?T—OF_wAY• C. EXCEP70gAL SPEDMEJ-4 TREE ANY TREE ON PRIVATE OR PUBLIC :AND DESIGNATED BY THE CITY COUNCIL AS A SPECIMEN TREE. �4Lt-kq Sc:e attAc,hed ditL:mm for determination of interior and eincrior.zones. 7. SITE PS-4Nf.CREE SURNJEY indicatincr a) Location of topogaphy features such as hills and low ar=S. b) Existing and proposed structua•cs. c) Location of all trees with Diameter at Breast Height of six inches or more. d) Trce species and sizes. e) Trets to be removed should be clearly marked with an "X". f). Trees to be preserved on-site for mitigation must be marked with brackets „g) Location,size uad species of any proposed new repl-acemcnt trees mzrked with a circle"O". h) Location of utilities and e:a rents as applicable. 1) Location of trees to be preserved on-site with barzicading dotal, S. OT-SITE REQUIREMENTS: . a) All uees idemtificd for.removal MUST be marked on-site by RED flaLging, paint or tape. b) All trees to be presemed,on-site for mitigation MUST be marked with DLUE flagging,paint or tape. c} The front property comez5 must be marked by siAes or paint indicatin;the Lot 9. * rgCOMPLETE APPLICATIONS ORINACCURATELY r'L4RKED SITES -\VILL NOT BE PROCESSED. 1 HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23,ARTICLE n, TREE PROTECT10N,AND AU OTHER APPLICABLE CODES AND ORDD'ANCES..OF THE CODE OF ORDINANCES OF ATLAN C BEACH•. _ 2 a,, t'S Si C Date /f O-Amer's Signature Date CITY USE ONLY: Tree Conservation Board Chairperson Dau • AIL V FO O S � 2 54 14 cl o f l Psp\�pa- !9• �2 6 oar 5 9l oz 'fi• i WG d �{ D W o .91 01 •` 152 ° -j i z zz-A9! 8[ 18 -e! 9• zo ^ I 36 F\ESDI 214 o [ f s(-�• cl: 09. aN On-ICO CO Ljj �g3• r / z- O ! "(�! Z DAL 6! rk OJ �`". Q / o 8- oR6 1 oP- DZ c ss� cn LL- CO, C4 e° IL 3p d bt- S 8 aO'o 00 .4 3 I o 0, CK Vi Vaca J 3•$ *41 / TV v o i `t DSK !B! O• 6 c9 W A r'1 b s CL 4 ONS ! ° o o o wee �. 91Ll S• [ Os[ ZD z (n 5 6• N 2 01 z C4 a / Z' GQ o 4 �,, - Y [ t 52 644 G I�a ^'\L zcq Z 6o tit oa om c�2. / 6,S oAk oZ / zW / oa 0, i City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • FAX (904)247-5805 • http://www/ei.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) V7 `\ ' 1 v� DATE I%D 103 JOB ADDRESS � 11�TI,e- ecet,+ l uo;ee-r of Lcr, 7o A, ti�F� �L epi �- Uti,t �0 3. APPLICANT tZk2 , ADDRESS x'1-7 1`(A St p,� a&CLC., FL 3aa33 PHONE: 3Iq-21?0� J�Ay'�- IOD � (Ati nnek,�vrez wr4n Lo-1' -]0 A /lk!#Qn 1�ru►�jc �QhC�. l�n„r µ1o, 3 LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER ZONING DISTRICT CONTRACTOR I�a+t..�S ,-_tNc,. STATE LICENSE NUMBERC13 COS q I "1/� ADDRESS #-7-7t.�t'-# 14i` S-FPHONE 3L)9-23C)3CITY A44y i,i. 6e,,,a& STATE FL ZIP 82-Z'33 FAX 9y 1 -o 1 !4 6 DESCRIBE PROPOSED USE AND WORK TO BE DONE cc-,v:5 4ur_'r" a•9 .yee:w si n 1e �F.4-�. Iw �ouse PRESENT USE OF LAND OR BUILDING(S) I//4 c.,4ni—% L6T VALUATION OF PROPOSED CONSTRUCTION _-9b,5,QW Is this an addition? /yo If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? If yes,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? d NO. Applicant certifies that no change in site grade or fill material will be used on this project. TiS. See St,4qT2 below. Approval of the Public Works epartment is required prior to issuance of a Building Permit. (-Ty_tLf �.� I SS i PROCEDURE: Tn orddr to expedite issuance permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18/02 STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach,FL 32233 Telephone:(904)247-5826 0. In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT AL ORMATN�OVIDED WITH THIS APPLICATION IS CORRECT. I SIGNATURE OF OWNER DATE �1 v 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. SIGNATURE OF CONTRACTOR DATE (7 ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME LYIRIS C �c2T3a� MAILING ADDRESS *-77 1 g six x- cam.. FL. Baa -a PHONE LJ 4- 0 3 FAX a y I-o I q (. E-MAIL SWORN AND SUBSCRIBED-BEFORE ME THIS DAY OF ��� STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE AS TO OWNER: ❑ Personally known Produced identification Type of identification produced����Gs AS TO CONTRACTOR: ❑ Personally known Produced identification Type of identification produced I KAREN E.HEATON MY COMMISSION#CC 855961 Via,= EXPIRES:October 20,2003 6/18/02 'b pfq.0 Bonded Thru Notary Public Underwriters i V CITY OF ATLANTIC BEACH l� 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 i TELEPHONE: (904)247-5800 FAX:(904)247-5805 SUNCOM:852-5800 K. http://ci.atlantic-beach.fl.us .. n �3�N PLAN REVIM COMMENTS Permit Application # Applicant: Address: Project: EAV Your application is approved n Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed Datj--412 Z 3 ,v 3 Contractor Notified 1Qe rP June 22, 2003 Mr. Bob Kosoy City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 Dear Mr. Kosoy, I have enclosed a topographical survey along with a letter from North Beach Engineering showing the quantity and flow of drainage which will be accommodated by the "Cottages of Atlantic Beach' Project directly to the west of this parcel. The remaining drainage not accommodate to the west will flow to the east on to Beach Avenue. If you have any questions, you may reach me at 349-2803. Sincerely, Chris Lambertson NORTH BEACH ENGINEERING, INC. 3611-14 St. Johns Bluff Road South, Jacksonville, FL 32224 •904-493-6500 • FAX 904-493-6501 June 2, 2003 Mr. Bob Kosoy City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32233 Subject: Lambertson Residence Drainage NBE#09087 Dear Mr. Kosoy: The following project is located on the west side of Beach Avenue in Atlantic Beach, abutting the Cottages at Atlantic Beach. We have performed hydraulic calculations and have determined that the 8" pipe, as proposed to be installed, has the capacity to accommodate drainage from this lot and from a portion of Cottage at Atlantic Beach lot. Please see attached calculations. Sincerely, North Beach Engineering, Inc. Kevin M. Davenport, P.E. President kmd/rk/1tr0103 Bkosoy lull- If jvjj�ff Ix ———�— ., `TN 1 (� A U w Q rU 00 ✓ t r ro M cm c /j z w C 8$35 t/ 1r�1' CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH,FLORIDA 32233-5445 Ss TELEPHONE:(904)247-5800 FAX: (904)247-5805 SUNCOM: 852-5800 http://ci.atiantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application # `� Applicant: 4AYI S H --S Address: C, /':N Project: uJ j2-- W Your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by )C>4 I—O/Z►I Signed L Date Contractor Notified Date CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD - ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026359 Date 7/03/03 Property Address . . . . . . 2038 BEACH AVE Tenant nbr, name . . . . . . NEW SFR 5485SCHG, 1051RAD Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 580773 Owner Contractor - -------- --------------- --- --------------------- LAMBERTSON, CHRIS ELITE HOMES INC . 77 19TH STREET 77 19TH STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 349-2803 -------------------- -------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 1857 . 00 Plan Check Fee 928 . 50 Issue Date . . . . Valuation . . . . 580773 ------------- ----------------------------------- ---------------------------- Special Notes and Comments CONTRACTOR MAY BEGIN BUT PERMIT IS NOT CONSIDERED APPROVED UNTIL THE FOLLOWING ITEMS ARE SUBMITTED: 1 . PROVIDE CURRENT TOPOGRAPHIC SURVEY WITHIN ONE WEEK. 2 .REVISE PLANS TO SHOW DRAINAGE WITHIN ONE WEEK. 3 . SHOW EROSION AND SEDIMENT CONTROL MEASURES ON PLANS WITHIN ONE WEEK. AND 4 . PROVE RECORDING OF EASEMENT FOR DRAINAGE LINE (OWNERSHIP AND MAINTENANCE) AS SOON AS POSSIBLE .JS ------------------------- ----- ---------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE .26 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 24 . 68 AB CONSTRUCTION SURCHARGE 2 . 74 STATE RADON SURCHARGE 4 . 99 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 990 . 00 WATER CONNECT/METER ONLY 145 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due BUILDINO MATER1-At,7RbBBfSIW�--ANB BE -T-IgS-WORK MUST-NOT-Bg PLACED IN PUBIrIC SP_ArCF-,AND MUSTBE CLEARED_ UP LUR RESUIDT I R PM N TWIC ��ING IMP NESVIWITED APPLICABLEOPRO I N OFRO WD PLFAI H THE CONST TION LIEN LAW A 0 WHICH 'f`O UBJECT TO ON FOR VI t er Fee Total 2777 . 67 2777 . 67 . 00 . 00 Grand Total 5563 . 17 5563 . 17 . 00 . 00 a,M1 ;BUILDING OFFICIAL' CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET w,:aR Date: Address ?© 3 S) ,Cj,E.gcrf XV4 Heated Square Footage @ I Garage/ Shed SZ C @r / 8 Carportor / �/ Z- @ 5 1 n"6 'Y--} Deck e3 @I li, / Y Patio @$ per sq ft = $ TOTAL VALUATION: $ $ Total Va uation V, $ 0(3©/00 0 Re munam g Value $aper thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ SLB 2,2- ZONING: ZZZONING: 47S• 2 + %2 Filing Fee $ / / FLOOD ZONE: X Q) Fireplaces @ $35.00 IMPERVIOUS SURFACE: 15�07a BUILDING PERMIT FEE $ 2.7 WATER IMPACT FEE $ g 4 0 SEWER IMPACT FEE $_ 1/2 O �� WATER METER/TAP $ l CAPITAL IMPROVEMENT$ 3 2,S' SEWER TAP $ _ C jal) RADON HRS .0050 $ SECTION H PAVING ( ) $ --� — CROSS CONNECTION $ ST(SyY5f SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: 2 0 �� �/E 6 /2- DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers,residential 2 2— Bathroom group consisting of water closet,lavatory, 3 Bidet, and bathtub or shower 6 Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory1 Dishwashing machine,domestic 2 2 Drinking fount.-ACV cemaker '/z •S Floor drains 2 Hose bib 1 2— Kitchen Kitchen sink,domestic 2 Kitchen sink,domestic with food waste grinder and/or 2 dishwasher 2 Laundry tray(1 or 2 compartments) 2 Lavatory 1 -� S Shower compartment,domestic 2 r 2" Sink f 2 1 .2 Urinal 4 Urinal, l gallon per flush or less 2 Wash sink(circular or multiple)each set of faucets 2 Water closet,flushometer tank,public or private 4 Water closet,private installation 4 Water closet,public installation 6 TOTAL NUMBER OF UNITS= MULTIPLIED X 20 TOTAL$ III. Energy Code Information: RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS 1. Is the current energy code form completed properly and signed; correct climate zone and correct jurisdiction? (FBC 13-600) Yes-,"No NIA 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes ✓No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yea✓No NIA (FBC 13-602.LABC.I.I) F0 /_ O 4. Is the"R"value for added insulation on exterior walls shown? Yes -* No NIA PLANS EXAMINER: _ ra It) r ✓Z 0 DATE: L 5. Is the"R"value for ceilings shown? (FBC 13-604.1 ABC.1) Yes ✓No N/A _ 2 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes-/ No MA OWNER: CMR 1 6 ,A M rS F_� IOB ADDRESS:2(9 38 13F_�KFf AJE. 7. Are Energy Credits Claimed? Yes No N/A A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yes v No N/A CONTRACTOR: A ri a L T PHONE NUMBER: 3 Y p'Z F03 B. White Roof Credit (FBC 13-607.1.A.5) Yes "No N/A C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes -No N/A (CIRCLE) I. Survey: IV Foundation Plan: 1. Is a specific purpose survey submitted? Yes+�No N/A 1. Are all footings shown,including interior bearing walls, 2. Is correct Flood Zone shown? Yes VNo N/A Column pads and concentrated loads? Yes '"No N/A 3. Are existing grade elevations shown for structures located a/ 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes✓No N/A in an"A"or"V"zone? Yes No N/A 3. Are all elevation changes in slab shown? Yes✓No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A 4. Is minimum concrete PSI shown? Yes/ No N/A 5. Is property in a flood way? Yes No N/A 5. Is slab reinforcement shown? Yes✓No N/A 6. Is flood way line shown? Yes No N/A / A. Wire mesh size and gauge? Yes No N/A B. Fibermesh reinforcement? Yes ✓No N/A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes✓No N/A H. Structure Code Compliance: / 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes✓No N/A 1. Are plans sealed by architect or engineer? Yes No N/A 8. Is type of soil treatment for termites shown?(FBC 19 16) Yes WNo NIA A. Are structural calculations submitted? Yes ✓No N/A 9. Do plans show concrete footings have a specified compressive 2. is correct wind speed shown? (FBC Figure 1606) Yes ,,No N/A 3. Is exposure category shown? (FBC 1606.1.8) Yes No N/A Strength n not iess than 2500 ale at it days? (FBC 18(14.5.1) Yes No N/A 10, If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 16067 Yes ✓No N/A (FBC 1805.1) Yes- No NIA 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes -IN. N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? Yes /No N/A I. Is finished grade shown? Yes./No N/A 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yes.,'No N/A stories and allowable area? Yes '� No N/A A. Minimum 8"above adjacent grade? Yes./No N/A S. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes No NIA for structural elements? Yes �No N/A C. Base flood elevation? Yes./No N/A 9. Are plans designed per SSTD 10-997 Yes No N/A - 3. Is minimum footing depth beneath finished grade shown? Yes.;,/No N/A A. Are all appropriate charts and tables shown? Yes No N/A (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A/ 4, Are all footing sizes shown? Yes %Ao NIA 10, Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes �/No N/A Construction in High Wind Areas'? Yes No N/A 6, Is vertical reinforcement shown? Yes�No N/A A. Are all appropriate charts and tables shown? Yes " No N/A 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No N/A A. Is exterior wall finish shown? Yes */No N/A I1. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes /No N/A High Wind Areas? Yes No N/A C. Is exterior wall insulation shown? Yes ✓No N/A A. Are all appropriate charts and tables shown? Yes No N/A r D. Is exterior wall finish shown? Yes,./No N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A/ 8, Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Yes ✓No N7A• Manual for One-and Two-Family Dwellings,High Wind Edition"? Yes No N/A B. Is exterior sheathing(type and thickness)shown? Yes V No N/A A. Are all appropriate charts and tables shown? Yes No N/A C. Are nailing requirements(size and spacing)shown? Yes N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A/ (FBC Table 2306.1) D. is exterior wall finish shown? Yes ✓No N/A 15. Does bedroom open directly into garage? Yes No ✓N/A E. Is interior wall finish shown? Yes%/No N/A 16. Does the number of bedrooms shown on plans match the number F. is minimum clearance between wood siding and finished ` of bedrooms shown on the application? Yes s„�No N/A grade shown? (FBC 2304.2.5) Yes✓N� N/A G. Are shear wall segments shown? Yes,�1 N/A 17. Is Designer's name and address shown on plans? Yes�/No N/A A. Type of hold-downs shown? Yes o N/A 18. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes o NIA and FBC 1012,1.5? Yes---No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes o N/A 19. Are habitable rooms shown with the minimum light and ventilation 11. Is ceiling type shown,drywall thickness? Yes No N/A requirements of FBC 1203.1? Yes ✓No NIA 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes✓No /A wind load requirements for components and cladding per FSC 16067 Yes `"No N/A B. Are conventional frame rafters used? Yes�No'N/A 21. Does floor plan show fireplace? Yes w/No N/A 1. Rafter size shown? Yes No N/A✓, 22. Are stair details shown? Yes o N/A 2. Species of lumber shown? Yes No N/A oo' A. Is minimum stair width shown? (FBC Table 1004) Yes N/A 3. Grade of lumber shown? Yes No N/A B. Are tread and riser sizes shown? (FBC 1007.3) Yes ft/Tlo N/A C. Type of roof sheeting shown? Yes�o NIA C. Do spiral stairways comply with FBC 1007.8.27 Yes o N/A 1. Thickness of roof sheeting shown? Yes o N/A D. Are required landing shown? (FBC 1007.4)? Yes V No N/A 2. Grade of roof sheeting shown? Yes f✓No N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes ,-"No N/A 3. Nailing pattern of roof sheeting shown? Yes VNo N/A 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) � !/ Construction details shown? (May require engineering.) Yes No N/A D. Weight of Dry-In felt shown? Yes (/jV0 N/A 24. If required,are tenant separations shown? Yes No N/A ✓ E. Type of roof cover shown? Yes No N/A A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes */No N/A 25. Are all columns and beams shown for porches and lanais? Yes s,/No NIA 2. Attachment of tile roof shown? Yes No N/A A. Are column type,size and anchorage shown? Yes ,*o N/A (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes✓ o NIA 3. Other roof covering and attachments shown? Yes No N/AV-' 26. Are all lintel and beam details shown? Yes ✓No N/A / F. Length of roof overhang shown? Yes ✓.lo N/A 27. Are engineering details provided for butt glass? Yes No N/A✓ G. Type of soffit and fascia shown? Yes v/�lo NIA H. Attic ventilation shown? Yes No N/A I. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FSC 1503.2.1 and FBC 1507.3.9) Yes �J77_o N/A 1. Are engineered truss plans provided showing loads,uplifts and 1. Type and au a of eave metal shown? Yes t/No N/A required connections? Yes V No N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yes s/ No N/A 3. Framed roof. VI, Floor Plan. A. Is rafter plan shown,including size,spacing species, I. Does square footage on plan match square footage show ongrade of lumber;span and connections? Yes✓No N/A• application? Yes &/ No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes No N/A species,grade of lumber,span and connections? Yest✓o N/A 3. Are all door and window sizes shown? Yes . No N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes ✓ No N/A grade of lumber and connections? Yes VNo N/A 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes - No N/A of lumber? Yes. iNo N/A 6. Are all vertical reinforcements shown? Yes ✓No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing V N 7. Are all shear wall segments shown? Yes ./ No N/A pattern? Yes o N/A 8. Are all hold-downs and hurricane anchorages shown? Yes No N/A 9. Is required attic access shown? Yes✓No N/A 10. Are all plumbing fixtures shown? Yes „/No N/A VIS. Floor Framing. it. Are all electrical fixtures shown? Yes _/No N/A I. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes /No N/A uplifts and connections? Yes INo N/A A, Is air handler and condenser location shown? Yes %/No N/A 2. Is joist plan provided,showing size,spacing,span,species, / B. Are exhaust fans shown? Yes No N/A grade of lumber and connections? Yes�No N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes.,/No NIA 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(l)bathroom on the fust habitable floor level nailing pattern? Yes N/A Have a 29"net clear door opening and handicap accessible route? (FBC 11-11) Yes�.Ao N/A DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 FAX: (904)247-5843 S' SUNCOM: 852-5834 N http://ci.atiantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 61 Applicant: Address: -51-0,30 Project: Lv tN" 1�-= Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. o Your permit application has been reviewed by the Public Utilities Department and the following items need attention: 1)7 Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Revi wed by Donna Kaluzniak,Public Utilities Director Date . Signature Contractor Notified Date �,-)s ► � z SLG 1 3 2043 CK# City of Atlantic Beach *** CUSTOMER RECEIPT *** doer: CKXREK Type: 4C Drawer: 1 Date: 8/13/03 01 Receipt no: 81151 Description Quantity Amount 2003 26359 BP BUILDING PERMITS 1.06 $35.00 Tender detail CA CASH $46.00 Total tendered $40.09 Total payment $35.00 Change $5.10 Trans date: 8/13/03 Time: 16:40:46 Job russ russ ype ty ly L 0-3 NORTH ATLANTIC A -� J44502F1 F01 FLOOR 9 1 (optional) A536546 uilders FirstSource, Jacksonville, FL., MiTek n uArW3 IncSR1 s Oct 17 2001 MiTek Industries, Inc. Thu Jun 05 16:41:29 2003 Page 1 0-1-8 H 1� -� 1~-� Scale = 1:36.2 3x4 = 5x6 = 3x4 = 3x6 FP= 3x4 = 3x4 = 1x3 II 3x4 = 3x4 = 3x4 = 3x6 = A B C D E F G H I J K 0 V U T S R Q P 0 N M 5x6 = 3x6 = 3x4 = 3x4 = 3x4 = 1x3 II 3x4 = 3x4 = 3x6 FP= 3x6 = 3x4 = 3x4 = Loading has been calculated by the truss manufacturer per the plans. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. 10-4-8 ,11-11-12, 21-1-4 i 21-1-4 Plate Offsets dge,0-1-81, [F:0-1 ge , dgel, ge, -8 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.31 R >800 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.88 Vert(TL) -0.43 R-S >583 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) 0.07 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 109 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) W=2565/0-3-8, L=765/0-3-0 FORCES (lb) - First Load Case Only TOP CHORD A-W=-2559, K-L=-760, A-B=-783, B-C=-1981, C-D=-2779, D-E=-2779, E-F=-3197, F-G=-3269, G-H=-3269, H-1=-2769, I-J=-1984, J-K=-783 BOT CHORD V-W=-0, U-V=1483, T-U=2459, S-T=3086, R-S=3269, Q-R=3269, P-Q=3072, O-P=2463, N-O=2463, M-N=1483, L-M=0 WEBS A-V=1043, K-M=1043, B-V=-974, J-M=-973, B-U=692, J-N=696, C-U=-665, I-N=-667 , C-T=445, I-P=426, E-T=-426, H-P=-422, E-S=155, H-Q=267, F-S=-97, F-R=-48, G-Q=-125 NOTES 1) This truss has 2x6 strongbacks,00n dge,unbalanced spaced at1 0-0-0 oc conditions. andfastened to each truss with 3-16d `"01"1 10- Ar)+tfr��� 2) Recommend nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �ti• I VVV t}' LOAD CASE(S) Standard #-- 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: L-W=-6.7, A-K=-66.7 rS ' 4R1�� Concentrated Loads (lb) ` Vert: A--1800,0 June 9,2003 JobTruss russ Type Qty y NORTH ATLANTIC A A536547 J44502F1 F03 FLOOR 8 1 (optional) Builders irstSource, Jacksonville, FL., MiTek Industr2ZJ In R1 s Oct 1-7 2001 Mi ek Industrips, Inc. Thu Jun 05 16:41:29 2003 Page 1 0-1-8 Ii 1F-3� 64 1 Scale = 1:42.5 3x4 = 5x6 = 3x4 = 3x6 FP= 3x4 = 3x4 =1 x3 11 1 x3 11 3x4 = 3x4 = 3x4 = 3x4 = 5x6 = A B C D E F G H I J K L M 1-6-4 0 a Z Y X W V U T S R Q P O N 5x6 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x6 FP= 5x6 = 4x5 = 3x4 = 4x5 = Loading has been calculated by the truss manufacturer per the plans. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. 11-7-8 13-1-12 24-9-4 24-9-4 -Plate Offsets P ge gel, IU:0-1-8,Edge , ge, 81 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.36 Vert(LL) -0.54 T-U >544 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.83 Vert(TL) -0.74 T-U >396 BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(TL) 0.11 N n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 128 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.21D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) Z=2799/0-3-8, N=899/0-3-0 FORCES (lb) - First Load Case Only TOP CHORD A-Z=-2793, M-N=-894,A-B=-935, B-C=-2411, C-D=-2411, D-E=-3485, E-F=-4184, F-G=-4534, G-H=-4534, H-1=-4534, I-J=-4184, J-K=-3485, K-L=-2411, L-M=-936 BOT CHORD Y-Z=-0, X-Y=1774, W-X=3029, V-W=3925, U-V=4426,T-U=4534, S-T=4426, R-S=3925, Q-R=3029, P-Q=3029, 0-P=1774, N-0=0 WEBS A-Y=1245, M-0=1247, B-Y=-1166, L-O=-1 165, B-X=886, L-P=885, D-X=-860, K-P=-860, D-W=634, K-R=634, E-W=-612, J-R=-612, E-V=361, J-S=361, F-V=-336, I-S=-336, F-U=148, I-T=148, G-U=-87, H-T=-87 NOTES 1)This truss has been checked for unbalanced loading conditions. `�U�tttt `it11+t +1�+fi 2) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. *������ (, A. "',"v Strongbacks to be attached to walls at their outer ends or restrained by other means, IFI .6qr�,/J�: ia LOAD CASE(S) Standard 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 r 7 Uniform Loads (plf) y� Vert: N-Z=-6.7, A-M=-66.7 Concentrated Loads (lb) Vert: A=-1900.0 ilNttt �������� 0. "Im June 9,2003 o russ russ ype ty y 0- HA L I A J44502F1 F04 FLOOR 12 1 A536548 (o tional) Builders FustSource, Jacksonville, L., Mi ek ndustr a In R1 s ct 1 001 Mi ek Industries, Inc. u Jun 0 1 ;41:3 2003 age 1 1-3-0 11-64 { Scale = 1:34.2 3x6 = 3x4 = 3x4 = 3x4 = 1x3 II 1x3 II 3x4 = 3x4 = 3x4 = 3x6 = A B C D E F G H IZS== J 0 a S R Q P 10Z N M L 30 11 3x6 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x6 = 3x4 II 9-1-8 10-7-12 19-9-4 19-9-4 ate sets - ge - e ge - - LOADING (psf) SPACING 1-4-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) -0.23 O-P >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.31 O-P >745 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.06 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Ildefl = 360 Weight: 1031b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) T=716/0-3-0, K=716/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD A-T=-711, J-K=-711, A-B=-729, B-C=-1826, C-D=-2518, D-E=-2870, E-F=-2870, F-G=-2870, G-H=-2518, H-I=-1826, I-J=-729 BOT CHORD S-T=-0, R-S=1377, Q-R=2257, P-Q=2762, O-P=2870, N-0=2762, M-N=2257, L-M=1377, K-L=0 WEBS E-P=-86, F-0=-86, A-S=970, B-S=-902, B-8 624, C-R=-600, C-0=363, D-Q=-339, D-P=147, J-L=970, I-L=-902, I-M=624, H-M=-600, H-N=363, G-N=-339, G-0=147 NOTES 1)This truss has been checked for unbalanced loading conditions. 2) Recommend cbse ea and a truss with 3-16d nails. Strongbaks to e attached to walls ather outer ends or restrained by other means. i```�ty�t>ttrtiN 1t1A+rirlrt�u��`, v� �. LOAD CASE(S) Standard 1` �; Y ED Ari o S atti itl+35144t1k June 9,2003 ob russ Truss Type ty y L A A A536549 J44502F1 F05 FLOOR 4 1 to tional) Builders FirstSource, Jacksonville, L., MiTek Industria In R1 s Oct 17 2001 Mi ek Industries, Inc. hu Jun 05 16:41:31 2003 Page 1 14-7-0 1-3-0 1-5-8 Scale'= 1:25.3 3x6 = 3x4 = 3x4 = 1x3 II 1x3 II 3x4 = 3x4 = 3x6 = A B C D E F G H 1-5-8 a 0 N M L K J 3x4 II 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 II Loading has been calculated by the truss manufacturer per the plans. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. 6-7-8 8-1-0 14-8-8 14-8-8 Plate Offsets - ge 1 Edge], [P:Edge,0-1-81 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.07 L-M >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.36 Vert(TL) -0.10 L-M >999 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) 0.02 1 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 781b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) P=530/0-3-0, 1=930/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD A-P=-526, H-1=-926, A-B=-519, B-C=-1229, C-D=-1571, D-E=-1571, E-F=-1571, F-G=-1229, G-H=-519 BOT CHORD O-P=-O, N-0=978, M-N=1462, L-M=1571, K-L=1462, J-K=978, I-J=0 WEBS D-M=-88, E-L=-88, A-0=691, B-0=-638, B-N=349, C-N=-323, C-M=149, H-J=691, G-J=-638, G-K=350, F-K=-323, F-L=149 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d t9triulrlilt�r nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 0����'��1 � A•�r�r����u�f`/r�� LOAD CASE(S) Standard _ 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: I-P=-6.7, A-H=-66.7 E OF = z Concentrated Loads (Ib) %" AT Vert: H=-400.0 '✓r 't0 � +� ED June 9,200t�t73 Jo russ Truss Type ty Ply LOT 7 - N A LANTIC BEACH A536550 J44502F1 F06 FLOOR 3 1 (optional) uilders First ource, Jacksonville, FL., MiTek Industr 7 IncSR1 s ct 17 01 MiTe Industries, Inc. Thu Jun 0 16:41:32 2003 Page 1 1h-- 30 —� 11----4-01 OF--9$1 Scale = 1:19.9 3x6 = 3x4 = 3x4 = 3x4 = 3x4 = 3x6 = A B C D E F 0 �r M L K J I H x4 3x4 = 3x4 = 1x3 11 1 x3 11 3x4 = 3x4 = 3x 11 5-4-8 6-8-8 11-7-8 11-7-8 Plate sets ge ge ge LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.03 K >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.27 Vert(TL) -0.05 K >999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.01 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 631b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) N=417/0-3-0, G=417/0-3-0 FORCES (Ib) - First Load Case Only TOP CHORD A-N=-413, F-G=-414, A-B=-392, B-C=-866, C-D=-975, D-E=-874, E-F=-390 BOT CHORD M-N=O, L-M=735, K-L=975, J-K=975, I-J=975, H-1=728, G-H=0 WEBS C-K=-18, D-J=36, A-M=522, B-M=-477, B-L=181, C-L=-149, F-H=519, E-H=-470, E-1=203, D-I=-176 NOTES 1)This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. titi�tty !!lrittrttrtfrrjf� LOAD CASE(S) Standard �� - IF Axon ,. June 9,2003 ob I russ russ type ty y ATLANTIC A A536551 J44502F1 F07 FLOOR 1 1 (optional) Builders FirstSource, Jacksonville, FL., MiTek Industr2o7 IncSR1 sOct 1 2001 MiTek Industries, Inc. Thu Jun 05 16:41:33 2003 Page 1 Scale = 1:19.9 3x6 = 1x3 II 1x3 II 1x3 II 1x3 11 1x3 II 1x3 II 1x3 II 1x3 II 3x6 = A B C D E F G H I J 0 3x4 11 3x4 = 1 x3 11 1 x3 11 1 x3 11 1 x3 11 1 x3 11 1x3 11 3x4 = 3x4 ;I 11-7-8 11-7-8 Plate Offsets [T:Edge,0-1-81 LOADING (psf) SPACING 1-4-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 581b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 10-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, WEBS 4 X 2 SYP No.3 Except: OTHERS 4 X 2 SYP No.3 10-0-0 oc bracing: S-T,K-L. REACTIONS (Ib/size) T=33/11-7-8, K=33/11-7-8, L=106/11-7-8, M=96/11-7-8, N=101/11-7-8, 0=81/11-7-8, S=106/11-7-8, R=96/11-7-8, Q=101/11-7-8, P=81/11-7-8 FORCES (lb) - First Load Case Only TOP CHORD A-T=-30,J-K=-30, A-B=2, B-C=2, C-D=2, D-E=2, E-F=2, F-G=2, G-H=2, H-1=2, I-J=2 BOT CHORD S-T=O, R-S=-2, Q-R=-2, P-Q=-2, O-P=-2, N-O=-2, M-N=-2, L-M=-2, K-L=0 WEBS I-L=-95, H-M=-87, G-N=-92, F-O=-74, B-S=-95, C-R=-87, D-Q=-92, E-P=-74, A-S=-2, J-L=-2 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. o`` ' 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d :_' I,r�,J� nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard z ATE O ORI ED June 9,2003 Job russ russ ype ty y L AN H A536552 J44502F1 F08 FLOOR 7 1 (optional) uilders irst ource, Jacksonville, FL., MiTek IndustriiO)In R1 s Oct 17 2001 MiTek Industries, Inc. Thu Jun 05 16:41:34 2003 Page 1 11-5-0 1-3-0 1-4-0 0-9-4 Scal = 1:19.8 4x5 = 3x6 = 3x4 = 3x4 = 3x4 = 3x4 = 1x3 = A B C D E F 0 0 Z! 1-4-0 V= 3x4 L K J I H 3x4 = 1x3 II 1x3 II 3x4 = 3x4 = 4x = Loading has been calculated by the truss manufacturer per the plans. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. 5-4-8 6-8-8 11-7-4 11-7-4 Plate Offsets ): gel, ID;0-1-8,E Jgel, [G:Edge,0-1-81 LOADING (psf) SPACING 1-4-0 CSI DEFL in Iloc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.03 K >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.27 Vert(TL) -0.05 K >999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.01 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 631b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) N=423/0-3-0, G=1703/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD A-N=-419, G-0=-1701, F-0=-1699, A-B=-399, B-C=-886, C-D=-1006, D-E=-915, E-F=-448 BOT CHORD M-N=0, L-M=749, K-L=1006, J-K=1006, I-J=1006, H-1=776, G-H=88 WEBS A-M=531, F-H=489, B-M=-486, E-H=-457, B-L=191, E-1=193, C-L=-163, D-1=-161, C-K=-12, D-J=28 NOTES 1 This truss has been checked for unbalanced loading conditions. 2) Load case(s) 1 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. ti���tnt�ti�t�uiria�arr�r tr 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d `o` nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) - 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 4TH Uniform Loads (plf) �4 OF Vert: G-N=-6.7, A-F=-66.7 '+r} OR514 �` + 1 Concentrated FLoad298.0vCED f Yi.tittylStSl91YE June 9,2003 oTruss Truss Type 7511y - N A AN H AA536553 F09 FLOOR (optional) Builders first ource,3lx ksonville, FL., MiTek IndustrMl In 1 s Oct 17 2001 MiTek Industries, Inc. Thu Jun 05 16:41:35 2003 Page 1 1x3 = 1-6-4 3x4 = A B x3 II C 1x3 = Sc le = 1:7.2 G 0 a F E 3x6 = XD Simpson THA422 into Loading has been calculated by the truss manufacturer per the plans. It is the Beam by others. responsibility of the Architect/Engineer of Record to verify and approve the loading. 3x4 - 3-8-0 4 — 3-8-0 Plate Offsets ): ge LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.36 Vert(LL) -0.00 E >999 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) -0.00 E >999 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.00 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 24 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 3-8-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 Recommended hanger connection based on manufacturer REACTIONS (lb/size) F=393/Mechanical, D=393/0-3-8 tested capacities and nail calculations. Conditions may exist that require different connections than indicated. FORCES (lb) - First Load Case Only Refer to manufacturer publication for additional information. TOP CHORD F-G=-387, A-G=-386, D-H=-387, C-H=-386, A-B=-347, B-C=-347 BOT CHORD E-F=20, D-E=20 WEBS B-E=-471, A-E=406, C-E=406 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) Load case(s) 1 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. , tlatit �lir,rtrrjfr�tl>u 00' CF. A. Az'Nj�,r LOAD CASES) 't1F1 � r 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 G tC+ Uniform Loads (plf) fi Vert: D-F=-6.7, A-C=-231.7 'p S ATE OF rzR June 9,2003 Jo russ russ Type ty ly ATLANTIC BEACH A536554 J44502F1 F10 FLOOR 8 1 (optional) Builders First ource, Jacksonville, FL., MiTek Indu9trMTIncSR1 s Oct 17 2001 Mi ek Industries, Inc. Thu Jun 05 16:41:36 2003 Page 1 7-4-12 0-9-0 0-11-0 2-0-0 0-11-0 Scal = 1:12.9 3x4 = 1x3 = 3x4 = 1x3 II 1x3 II 3x4 = 3x4 = A B C D E F 1x3 = N 0 a K J 13x4 = H 3x4 = 3x4 = 3x4 = 4 6 = 4 — 2-9-8 4-9-8 7-7-0 7-7-0 Plate Offsets dge , ge,0-1-81, [: ge], ge LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.01 I >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.12 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.00 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 360 Weight: 431b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) L=275/0-3-8, G=1463/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD L-M=-271, A-M=-271, G-N=-1462, F-N=-1460, A-B=-165, B-C=-421, C-D=-421, D-E=-421, E-F=-215 BOT CHORD K-L=14, J-K=303, I-J=421, H-1=337, G-H=76 WEBS A-K=271, F-H=249, B-K=-261, E-H=-231, C-J=-124, D-1=-97, B-J=188, E-1=134 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ��4't�tuc�;iitnirr#rrtrjfii IF LOAD CASE(S) Standard ' rXA r 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 C Uniform Loads (plf) Vert: G-L=-6.7, A-F=-66.7 Concentrated Loads (Ib) ATE OF Vert: F=-1209.0 '� , �f I 1u�213� o INN tt,tyfii4i,.lt !! June 9,2003 oTruss Truss Type ty ly NORTH A BEACH A536555 J44502F1 F11 FLOOR 15 1 (optional) uilders firstource, Jacksonville, L., MiTek Industr )In R1 sOct 1 2001 MiTek Industries, Inc. hu Jun 0 1 :41:37 2003 Page 1 12-1-8 1-3-0 1-6-0 Scale'= 1:21.0 3x6 = 3x4 = 3x4 = 3x4 = 3x4 = 3x6 = A B C D E F 0 1-6-0 M L K J I H G 3x4 11 3x4 = 3x4 = 1 x3 11 1 x3 11 3x4 = 3x4 = 3x4 II Recommended hanger connection based on manufacturer Simpson THA422 into tested capacities and nail calculations. Conditions may Beam by others. exist that require different connections than indicated. Refer to manufacturer publication for additional information. 5-4-8 6-10-8 12-3-0 12-3-0 Plate Offsets gel, - ge , ge, -1- LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.24 Vert(LL) -0.04 K >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.26 Vert(TL) -0.05 J-K >999 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.01 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 66 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) N=440/0-3-0, G=2032/Mechanical FORCES (Ib) - First Load Case Only TOP CHORD A-N=-436, F-G=-2028, A-B=-418, B-C=-939, C-D=-1087, D-E=-939, E-F=-417 BOT CHORD M-N=0, L-M=783, K-L=1087, J-K=1087, I-J=1087, H-1=783, G-H=0 WEBS C-K=B, D-J=8, A-M=556, B-M=-508, B-L=217, C-L=-201, F-H=555, E-H=-509, E-1=217, D-1=-201 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �}t�rjt;t}}iilit #�rJ�j, u"Ilk IFI LOAD CASE(S) Standard 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: G-N=-6.7, A-F=-66.7 .: Concentrated Loads (Ibl Vert: F=-1592.0 + S ATEO� ,,e'`'`rr �� ;G•- 'ti��, xtNflftiih�IYi1S14ir1t5V\A\�ti�'� June 9,2003 ob I russ russ lype ty y 0 NORTH ATLANTIC BEACH A536556 J44502F1 F-KW FLOOR 15 1 (optional) Bui ders FirstSource, Jacksonville, FL., MiTek IndustrR01 IncSR1 s Oct 17 2001 MiTek Industries, Inc. Thu Jun 05 16:41:38 2003 Page 1 Scale = 1:13.8 1x3 11 1 x3 11 1 x3 11 1 x3 11 1 x3 11 1 x3 11 3x4 = A 3x4 = B C D E F G H Li a 101 id P ft 9000 1x3 II 3x4 = 1x3 II 1x3 II 1x3 II 1x3 II 3x4 = 1x3 II 8-0-0 8-0-0 Plate Offsets (X,Y): [H:0-1-8,Edge LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) -0.00 1 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/defl = 360 Weight: 41 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 8-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, WEBS 4 X 2 SYP No.3 Except: OTHERS 4 X 2 SYP No.3 10-0-0 oc bracing: O-P,I-J. REACTIONS (lb/size) P=32/8-0-0, 1=32/8-0-0, M=70/8-0-0, L=70/8-0-0, N=72/8-0-0, 0=115/8-0-0, K=72/8-0-0, J=115/8-0-0 FORCES (Ib) - First Load Case Only TOP CHORD A-P=-29, H-1=-29, A-B=4, B-C=4, C-D=4, D-E=4, E-F=4, F-G=4, G-H=4 BOT CHORD O-P=-O, N-O=-4, M-N=-4, L-M=-4, K-L=-4, J-K=-4, 1-J=0 WEBS D-M=-63, E-L=-63, C-N=-65, B-0=-101, F-K=-65, G-J=-101, A-O=-S, H-J=-5 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs 5) Recommend spaced 6 songbackks on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. � N I ��/�,,�. LOAD CASE(S) Standard # �_ u,�tiai�435 June 9,2003 i►� f` / BM07 BLuiness TJ-Beam(TM`)6.O6Serial "b-er:7t00i" 01 2 Pcs of 1 3/4" x 16" 1.7E TimberStrand® LSL User:, Engin Version:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED . F Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: V Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead, 135.0 Partition Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 216.0 81.0 0 To T8" Adds To F09 SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 9811954/0/1935 Custom Detail Custom Accessory 2 Stud wall 3.50" 3.50" 981/954/0/1935 Custom Detail Custom Accessory -User specified custom detail for support: 1,2. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1851 -1115 14933 Passed(7%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 3394 3394 31510 Passed(11%) MID Span 1 under Floor loading Live Load Def!(in) 0.012 0.183 Passed(U999+) MID Span 1 under Floor loading Total Load Deft(in) 0.024 0.367 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria:HIGH(LL:L/480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 44502 Copyright O 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. T:\Mitek42\mitek\Jobs\J44\J44502\BM06.sms � 11 BM07 TJ-Beam(TM�)6.06 Serial"N� b :7002' 0 2 Pcs of 1 3/4" x 16" 1.7E TimberStrand@ LSL User:, Engin Version:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 7- 4.00" ^ Max. Vertical Reaction Total (lbs) 1935 1935 Max. Vertical Reaction Live (lbs) 981 981 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 1115 -1115 Max Shear (lbs) 1851 -1851 Member Reaction (lbs) 1851 1851 Support Reaction (lbs) 1935 1935 Moment (Ft-Lbs) 3394 Live Deflection (in) 0.012 Total Deflection (in) 0.024 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 550 -550 Max Shear (lbs) 913 -913 Member Reaction (lbs) 913 913 Support Reaction (lbs) 954 954 Moment (Ft-Lbs) 1673 PROJECT INFORMATION: OPERATOR INFORMATION: 44502 Copyright O 2003 by Trus Joist, a Weyerhaeuser Business TimberStrando is a registered trademark of Trus Joist. T:\Mitek42\mitek\Jobs\J44\J44502\BM06.sms . BM08 49n 111(r~4 6.06 Serial Num(!be_vo2 " TJ-Beam(TM) 3 Pcs of 1 3/4" x 16" 1.7E TimberStrand® LSL 0 User:, Engin Version: 1 .4 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page, Engine Version:1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:20'8" b 57" rte,fi b 9,T' x Product Diagran-t is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Fioor(1.00) 1.0 165.0 0 To 14'7" Adds To WALL Point(lbs) Floor(1.00) 5096 1992 14'7" - BM06 Uniform(plf) Fioor(1.00) 2521.0 946.0 0 To 20'8" Replaces F11 SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.54" 7504/2991 /0/10494 Custom Detail Custom Accessory 2 Stud wall 3.50" 7.25" 1669514807/0/21502 Custom Detail Custom Accessory 3 Stud wall 3.50" 14.33" 30250/12262/0/42512 Custom Detail Custom Accessory 4 Stud wall 3.50" 5.43" 11673/4445/0/16117 Custom Detail Custom Accessory -User specified custom detail for support: 1,2,3,4. -Bearing length requirement exceeds input at support(s)2,3,4.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 25422 20008 22400 Passed(89%) Lt.end Span 3 under Floor ADJACENT span loading Moment(Ft-Lbs) -38089 -38089 47266 Passed(81%) MID Span 3 under Floor ADJACENT span loading Live Load Defl(in) 0.159 0.235 Passed(L/712) MID Span 3 under Floor ALTERNATE span loading Total Load Dell(in) 0.218 0.471 Passed(U519) MID Span 3 under Floor ALTERNATE span loading -Deflection Criteria:HIGH(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom) must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 44502 Copyright ® 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. T:\Mitek42\mitek\Jobs\J44\J44502\BM08.sms BM08 TJ•BeamTM♦6.06Serialbe r:7002015566 B 3 Pcs of 1 3/4" x 16" 1.7E TimberStrand0 LSL User:1 5/2/2003 11:52:21 AM Page Engine Version:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 5' 5.00" 5' 6.00" 9' 5.00" ^ Max. Vertical Reaction Total (lbs) 10494 21502 42512 16117 Max. Vertical Reaction Live (lbs) 7504 16695 30250 11673 Required Bearing Length in 3.54(W) 7.25(W) 14.33(W) 5.43(W) Max. Unbraced Length (in) 32 32 32 32 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 3788 -5285 -1338 -10640 19914 -10147 Max Shear (lbs) 9125 -10699 4075 -16054 25327 -15242 Member Reaction (lbs) 9125 14774 41381 15242 Support Reaction (lbs) 9735 14774 41381 15824 Moment (Ft-Lbs) 11377 -4261 -1992 -37201 33247 Live Deflection (in) 0.026 -0.029 0.148 Total Deflection (in) 0.037 -0.041 0.207 ALTERNATE span loading on odd # spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 4547 -4526 -4789 -7681 19621 -10440 Max Shear (lbs) 9884 -9940 -3106 -9364 25034 -15535 Member Reaction (lbs) 9884 6834 34398 15535 Support Reaction (lbs) 10494 6834 34398 16117 Moment (Ft-Lbs) 13347 -151 N/A -34443 34537 Live Deflection (in) 0.033 -0.045 0.159 Total Deflection (in) 0.045 -0.056 0.218 ALTERNATE span loading on even # spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 383 -2438 3212 -6090 6058 -2571 Max Shear (lbs) 2042 -4121 8625 -11504 7741 -3990 Member Reaction (lbs) 2042 12746 19245 3990 Support Reaction (lbs) 2227 12746 19245- 4147 Moment (Ft-Lbs) 1833 -5630 4533 -13546 8181 Live Deflection (in) -0.008 0.020 -0.011 Total Deflection (in) 0.005 0.012 0.048 ADJACENT span loading over support # 2, LDF = 1.00, Dead + Floor Design Shear (lbs) 2647 -6427 4248 -5054 5963 -2665 Max Shear (lbs) 7984 -11840 9662 -10467 7647 -4084 Member Reaction (lbs) 7984 21502 18114 4084 Support Reaction (lbs) 8594 21502 18114 4242 Moment (Ft-Lbs) 8709 -10443 2310 -12659 8572 Live Deflection (in) 0.015 0.013 -0.008 Total Deflection (in) 0.026 -0.003 0.052 ADJACENT span loading over support # 3, LDF = 1.00, Dead + Floor Design Shear (lbs) 1524 -1297 -2375 -11677 20008 -10053 Max Shear (lbs) 3184 -2980 3039 -17090 25422 -15148 Member Reaction (lbs) 3184 6019 42512 15148 Support Reaction (lbs) 3369 6019 42512 15730 Moment (Ft-Lbs) 4454 552 1814 -38089 32837 Live Deflection (in) 0.004 -0.028 0.145 Total Deflection (in) 0.015 -0.040 0.204 PROJECT INFORMATION: OPERATOR INFORMATION: 44502 Copyright O 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. T:\Mitek42\Mitek\Jobs\J44\J44502\BM08.sms ceBM08 Ti-Seam(TM)6.06 Serial N 7700 015566 umber: 3 Pcs of 1 3/4" x 16" 1.7E TimberStrand® LSL ' User:1 Engin Version: .4 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN AM Page 3 Engine Version:1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 1142 -1679 -239 -3131 5765 -2864 Max Shear (lbs) 2801 -3362 1444 -4814 7448 -4283 Member Reaction (lbs) 2801 4807 12262 4283 Support Reaction (lbs) 2991 4807 12262 4445 Moment (Ft-Lbs) 3447 -1521 -604 -10788 9426 PROJECT INFORMATION: OPERATOR INFORMATION: 44502 Copyright o 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. T:\Mitek42\mitek\Jobs\J44\J44502\BM08.sms Job -Truss russ ype ty ly ATLANTIC 4, A536557 J44502F2 F12 FLOOR 8 1 (optional) Builders irstSource, Jacksonville, FL., M]Tek IndustrR�&a lncSR1 s Oct 17 2001 Mi ek Industries, Inc. Thu Jun 05 16:41:52 2003 Page 1 0-1-8 HF-!33 D 11-,-4 Q-1 11- 121 Scale = 1:37.1 3x4 = 3x4 = 3x4 = 3x6 = 3x6 FP= 3x8 = 3x4 = 1x3 II 3x4 = 3x4 = 3x4 = 1x3 = A B C D E F G H I J K 1-4-0 Y o rr � 0 rw V U T S R Q P O N M 6x8 =4x6 II 3x6 II 3x6 11 3x8 = 3x4 = 1 x3 11 3x4 = 3x4 = 3x6 FP= 3x6 = 3x4 = 21-1-4 3x4 = Loading has been calculated by the truss manufacturer per the plans. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. r- 8-0-0 10-9-0 , 12-1-0, 21-3-0 21-3-0 Plate Offsets ): -1- ge , gel, [Q:0-1-8,Edgel LOADING (psf) SPACING 1-4-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.30 R-S >824 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.81 Vert(TL) -0.38 R-S >657 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) 0.06 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 124 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) X=1263/0-3-0, L=733/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD A-X=-1257, L-Y=-729, K-Y=-728, A-B=-768, B-C=-1928, C-D=-1928, D-E=-2660, E-F=-2964, F-G=-3047, G-H=-3047, H-1=-2626, I-J=-1895, J-K=-753 BOT CHORD W-X=-0, V-W=1454, U-V=2381, T-U=2966, S-T=2961, R-S=3047, Q-R=3047, P-Q=2901, O-P=2347, N-0=1422, M-N=1422, L-M=38 WEBS A-W=999, K-M=973, B-W=-930, J-M=-930, B-V=643, J-0=658, D-V=-615, 1-0=-629, D-U=378, I-P=388, E-U=-392, H-P=-382, E-S=6, H-Q=207, F-S=-112, F-R=-46, G-Q=-94, E-T=41 NOTES 1) This truss has been checked for unbalanced loading conditions. tib`\t�l4lttri�till�Nrlltl�j�b 2) Load case(s) 1 has been modified. Building designer must review loads to verify that they are correct for `���� , A. �ffiy� 10 the intended use of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16dIFI 1' ' nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Z r. 5 ATE OF c� LOAD CASE(S) l f��1��'- ' ~~ 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 r�/i S Uniform LoadXlf) Vert: s 6.7, A-K= 66.7 Concentrated Loads (Ib) Vert: A=-546.0 T=75.0 June 9,2003 Job russ Truss Type ty I I �11LA A49H J44502F2 F12A FLOOR 1 1 A536558 Builders FirstSource, Jacksonville, FL., MiTek IndusraJ In R1 s ct 1 001 Mi ek Industries(o ti, Inonac.l) Thu Jun 05 16:41:53 003 Page 1 Scale = 1:36.5 3x6 = 3x6 FP= 3x6 = A B C D E F G H I J K L M N 0 P Q R 0 a AJ Al AH AG AF AE AD AC AB AA Z Y X W V U T S 3x4 II 3x4 = 3x6 FP= 3x4 -3x4 II Loading has been calculated by the truss manufacturer per the plans. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. 21-1-4 21-1-4 Plate Offsets A ge, -1- LOADING (psf) SPACING 1-4-0 CSI DEFL in Doc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr NO WB 0.02 Harz(TL) -0.00 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 981b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 10-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.21D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, WEBS 4 X 2 SYP No.3 Except: OTHERS 4 X 2 SYP No.3 10-0-0 oc bracing: AI-AJ,S-T. REACTIONS (Ib/size) AJ=33/21-1-4, AE=2/21-1-4, S=33/21-1-4, AA=87/21-1-4, T=105/21-1-4, U=96/21-1-4, V=98/21-1-4, W=98/21-1-4, X=98/21-1-4, Y=99/21-1-4, Z=94/21-1-4, A1=105/21-1-4, AH=96/21-1-4, AG=98/21-1-4, AF=96/21-1-4, AD=96/21-1-4, AC=99/21-1-4, AB=94/21-1-4 FORCES (Ib) - First Load Case Only TOP CHORD A-AJ=-30, R-S=-30, A-B=1, B-C=1, C-D=1, D-E=1, E-F=1, F-G=1, G-H=1, H-1=1, I-J=1, J-K=1, K-L=1, L-M=1, M-N=1, N-0=1, O-P=1, P-0=1, Q-R=1 BOT CHORD AI-AJ=-O, AH-AI=-1, AG-AH=-1, AF-AG=-1, AE-AF=-1, AD-AE=-1, AC-AD=-1, AB-AC=-11 AA-AB=-1, Z-AA=-1, Y-Z=-1, X-Y=-1,W-X=-1, V-W=-1, U-V=-1, T-U=-1, S-T=0 WEBS 1-AA=-79, Q-T=-95, P-U=-88, O-V=-89, N-W=-89, L-X=-89, K-Y=-90, J-Z=-85, BR-Al=-195,=195, C-AH=-88, D-AG=-89, E-AF=-89, F-AD=-89, G-AC=-90, H-AB=-85, A-AI=-1, cle NOTES 1) This truss has been checked for unbalanced loading conditions. ` t�r 2) All plates are 1x3 M1120 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. j 4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web)..* � 5) Gable studs spaced at 1-4-0 oc. - S 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d ATS nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. crs� ORIp `'~ LOAD CASE(S) Standard +100 w t Ast ���e� June 9,2003 JobTruss Truss Type Qty y 0- H A LA I ! i J44502F2 F13 FLOOR 2 1 A536559 (optional) udders first ource, Jacksonville, FL., Mi a Indusir�7 IncSR1 s ct 1 001 Mi ek Industries, Inc. Thu Jun 0 16:41:54 2003 Page 1 1 3 0 1F- 6-0 Scale = 1:36.2 3x4 = 3x4 = 1x3 = 3x6 FP=3x4 = 3x4 = 3x4 = 1x3 if 3x4 = 3x4 = 3x4 = 3x6 = A B C D E F G H I J K , X 1-6-0 q v V U T S R Q P 0 N M L 3x4 = 3x6 = 3x4 = 3x4 = 3x4 = 1x3 II 3x4 = 3x4 = 3x6 FP= 3x6 = 3x4 = 3x4 = Recommended hanger connection based on manufacturer Simpson THA422 into tested capacities and nail calculations. Conditions may Beam by others. exist that require different connections than indicated. Refer to manufacturer publication for additional information. 10-4-8 11-10-8 21-0-0 21-0-0 late sets :0 1-ii 1 ge , ge LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.30 R >817 M1120 ,249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.87 Vert(TL) -0.42 R-S >596 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) 0.07 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 109 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) W=757/0-3-8, L=761/Mechanical FORCES (lb) - First Load Case Only TOP CHORD W-X=-753, A-X=-752, K-L=-756, A-B=-781, B-C=-1968, C-D=-1968, D-E=-2759, E-F=-3169, F-G=-3238, G-H=-3238, H-1=-2749, I-J=-1971,J-K=-779 BOT CHORD V-W=39, U-V=1474,T-U=2443, S-T=3062, R-S=3238, Q-R=3238, P-Q=3048, 0-P=2447, N-0=1475, M-N=1475, L-M=0 WEBS A-V=1009, K-M=1037, B-V=-964, J-M=-967, B-U=687, J-0=691, D-U=-661, 1-0=-661 D-T=439, I-P=421, E-T=-420, H-P=-416, E-S=150, H-0=257, F-S=-93, F-R=-48, G-Q=-119 NOTES 1) This truss has been checked for unbalanced loading conditions. yi1tt11Mtlu111►tltr�Itfr�ji 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d 1��1 �('$ ,4, t<��r nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. � ; LOAD CASE(S) Standard ,1-4 �T�' �r rf�F�ktY,t�(i ISl4'�1�S1�t��lr*� June 9,2003 Job russ russ ype ty ly L 7 - N 7HA N :2- A536560J44502F2 F13A FLOOR 4 1 (o tional)Builders FirstSource, Jacksonville, L., Mi ek Industfl20a In 1 s ct 17 2 01 Mi ek Industries, Inc. hu 16:41: 5 003 Page 1 0-2-4 rn-�1-3-0 6-3-0 Q 9 1 F 1=6 12--I Scale = 1:36.7 Recommended hanger connection based on manufacturer tested capacities and nail calculations. Conditions may exist that require different connections than indicated. 6x8 - Refer to manufacturer publication for additional information. 1x3 = 3x6 FP= 5x6 II 3x6 FP= 6x8 = 4x6 II 3x6 II 3x6 II 3x6 II 4x6 II 4x6 II 5x6 II 6x8 = A B C D E F G H I J K L M 2SZW= � 0 III Y X W V U T S R Q P O N 6x8 = 6x8 = 7x10 = 3x6 II 3x6 II 4x6 11 4x6 II 3x6 FP= 6x8 =6x8 = 8x10 113x6 FP= 5x6 II Loading has been calculated by the truss manufacturer per the plans. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. Simpson THA422 into Beam by others. 10-3-12 11-10-8 21-0-0 21-0-0 ate sets { ,Y1: e , gel LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.48 Vert(LL) -0.39 T-U >643 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.94 Vert(TL) -0.53 T-U >468 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.07 N n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 360 Weight: 169 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) Z=1842/0-3-8, N=1065/Mechanical FORCES Ob) - First Load Case Only TOP CHORD A-Z=-1832, M-N=-1056, A-B=-1800, B-C=-4780, C-D=-4780, D-E=-7079, E-F=-7067, F-G=-6851, G-H=-6339, H-1=-6339, I-J=-4809, J-K=-3288, K-L=-3288, L-M=-1247 BOT CHORD Y-Z=0, X-Y=3395, W-X=3395, V-W=6133, U-V=7122, T-U=6339, S-T=6339, R-S=5543, Q-R=4154, P-0=2376, O-P=2376, N-0=0 WEBS A-Y=2274, M-0=1588, B-Y=-2111, L-0=-1494, B-W=1833, L-Q=1207, D-W=-1791, J-Q=-1145, D-V=1384, J-R=867, F-V=-68, I-R=-972, F-U=-358, I-S=1031, G-L!=665, G-T=-335, H-S=-390, E-V=-982 NOTES ��}t1lilYltltbf 1) This truss has been checked for unbalanced loan 2) Recommend 2x6 strongbacks, on edge, spaced at1 0-0-0 ocsand fastened to each truss with 3-16d ��.�`�\vr�kCS A. nrj�t��� nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. :ox �j .y� fi LOAD CASES) Standard S � 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 {, � Uniform Loads (plf) ConcentVertaA Loads 35b0 E =M1030.0 June 9,2003 Job russ Truss Type Ty ly L A LA I A�,.H A536561 J44502F2 F14 FLOOR 5 1 (optional) Builders FirstSource, Jacksonville, FL., MiTek In ustr�a IncS 1 s Oct 17 001 MiTek Industries, Inc. Thu Jun 05 16:41:57 200 Page 1 6-0-0 rr 1-3-0 0-6-12 1-6-12 { Scale = 1:35.9 Loading has been calculated by the truss manufacturer per the plans. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. 6x8 = 3x6 FP= 5x6 II 3x6 FP= 6x8 = 4x6 II 3x6 11 3x6 11 3x6 II 4x6 II 4x6 II 5x6 II 6x8 = A B C D E F G H I J K L M v ao c.= 0 Z Y X W V U T S R Q P O N 6x8 = 3x6 FP= 6x8 = 3x6 II 3x6 II 4x6 II 4x6 11 5x6 II 6x8 =6x8 = 6x8 = 6x8 = 3x6 FP= Simpson THA422 into Recommended hanger connection based on manufacturer Simpson THA422 into Beam by others. tested capacities and nail calculations. Conditions may Beam by others. exist that require different connections than indicated. Refer to manufacturer publication for additional information. 10-0-12 11-7-8 20-9-0 20-9-0 Plate Offsets 4 , LOADING (psf) SPACING 1-4-0 CSI DEFL in (lot) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) -0.35 T-U >712 MII20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.99 Vert(TL) -0.47 T-U >519 BCCL 0.0 Rep Stress Incr NO WB 0.84 Horz(TL) 0.06 N n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 167 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Q-Z 4 X 2 SYP No.1 D, N-Q 4 X 2 SYP No.1 D WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) Z=1384/Mechanical, N=1006/Mechanical FORCES (lb) - First Load Case Only TOP CHORD A-Z=-1375, M-N=-997, A-B=-1654, B-C=-4412, C-13=4412, D-E=-6289, E-F=-6275, F-G=-6202, G-H=-5806, H-1=-5806, I-J=-4469, J-K=-3075, K-L=-3075, L-M=-1173 BOT CHORD Y-Z=0, X-Y=3147, W-X=3147, V-W=5647, U-V=6395,T-U=5806, S-T=5806, R-S=5124, 0-13=3875, P-Q=3875, 0-P=2233, N-0=0 WEBS A-Y=2106, M-0=1494, B-Y=-1975, L-0=-1403, B-W=1674, L-P=1114, D-W=-1635, J-P=-1059, D-V=1109, J-R=785, F-V=-152, I-R=-867, F-U=-255, I-S=885, G-T=-275, H-S=-340, G-U=513, E-V=-823 NOTES �t���UtiuNrlulirrfrlrtrri 1) This truss has been checked for unbalanced loading conditions. �`$1 ,dy rviy�� 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d ti�1 nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. jF1 �l % t LOAD CASE(S) Standard — 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 AYE OF Uniform Loads (plf) . Vert: N-Z=-6.7, A-M=-66.7 rye"r.�lS (3I�T � ��` ratLoads 0b) Conten ED Vert E=-886.0 ,r��rrrrtra�=�pr t71ti3tSil�t#��>>�` June 9,2003 Please Mail To: City Of Atlantic Beach Attn: Cross Connection Control 902 Assisi Ln. City of Atlantic Beach Atlantic Beach, Fl 32233-2855 TEST& MAINTENANCE REPORT 6.4 BACKFLOW PREVENTION ASSEMBLIES NAME OF PREMISE: STREET ADDRESS: LOCATION OF DEVICE: Manufacturer: Model: Serial No.: Size: ❑ RP ❑ DC ❑ PVB ❑ AVB ❑ AG PRESSURE DROP ACROSS FIRST CHECK VALVE PSI CHECK VALVE#1 CHECK VALVE#2 DIFFERENTIAL PRESSURE VACUUM PRESSURE RELIEF VALVE BREAKER INl- 1. LEAKED D 1. LEAKED ❑ AIR INLET TIAL OPENED AT LBS. OPENED AT PSI TEST 2. CLOSED TIGHT ❑ 2. CLOSED TIGHT ❑ DID NOT OPEN ❑ DID NOT OPEN ❑ CLEANED ❑ CLEANED ❑ CLEANED ❑ REPLACED: REPLACED: REPLACED: CHECKED VALVE: PSI RUBBER PARTS KIT ❑ RUBBER PARTS KIT ❑ LEAKED ❑ C.V.ASSEMBLY ❑ C.V.ASSEMBLY ❑ RUBBER PARTS KIT ❑ OR OR R.V.ASSEMBLY ❑ CLEANED ❑ DISC ❑ DISC ❑ OR REPLACED: R O-RINGS ❑ 0-RINGS ❑ DISC ❑ C.V.ASSEMBLY ❑ E SEAT ❑ SEAT ❑ DIAPHRAGM ❑ DISC.AIR INLET ❑ P SPRING O SPRING ❑ SEAT ❑ DISC.C.V. ❑ A STEM/GUIDE ❑ STEM/GUIDE ❑ SPRING ❑ SPRING ❑ R RETAINER ❑ RETAINER ❑ GUIDE ❑ RETAINER ❑ S LOCK NUTS ❑ LOCK NUTS ❑ O-RINGS ❑ GUIDE ❑ OTHER ❑ OTHER ❑ OTHER ❑ O-RINGS ❑ OTHER ❑ FINAL OPEN AT LBS. TEST 2. CLOSED TIGHT ❑ 2. CLOSED TIGHT ❑ REDUCED PRESSURE SATISFACTORY ❑ NOTE:ALL REPAIRS/REPLACEMENT SHALL BE COMPLETED WITHIN TEN (10) DAYS. REMARKS: I HEREBY CERTIFY THAT THIS DATA IS ACCURATE AND REFLECTS THE PROPER OPERATION AND MAINTENANCE OF THE UNIT CERTIFIED TESTING COMPANY MO "Ay YR INITIAL TEST BY CERTIFIED TESTER NO. DATE REPAIRED BY: DATE Mo DAY WF] FINAL TEST BY CERTIFIED TESTER NO. ��—� DATE �E WAYNE�e= )WA4 Automatic Fire Sprinklers, Inc. W.AF.S. HYDRAULIC CALCULATIONS Wayne Automatic Fire Sprinkler 11326 Distribution Ave West Jacksonville Fl. 32256 904-268-3030 Job Name CHRIS LANBERTSON Building BEACH AVE. HOUSE Location 2038 BEACH AVE. ATLANTIC BEACH, FL. 32233 System REMOTE AREA 1 Contract 03713 Data File LAMBERT.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 2 CHRIS LANBERTSON Date HYDRAULIC DESIGN INFORMATION SHEET Name - CHRIS LANBERTSON Date - 12-8-03 Location - 2038 BEACH AVE. ATLANTIC BEACH, FL. 32233 Building - BEACH AVE. HOUSE System No. - REMOTE AREA 1 Contractor - WAYS Contract No. - 03713 Calculated By - STEVE R. Drawing No. - FP1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 (X)2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 16 Gpm System Type Listed Pres. at Start Point - 14.5 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 50 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make CENTRAL Model LF11 I Elevation at Highest Outlet - 20 Gpm Size 7/16" K-Factor 4.2 G Note: Temperature Rating 160 N Calculation Gpm Required 83 .07 Psi Required 49.573 At SRC Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 11-6-03 Rated Cap. Cap. T Time of Test - 2:00 P.M. @ Psi Elev. E Static (Psi) - 55 Elev. 2 R Residual (Psi) - 40 Other Well Flow (Gpm) - 750 Proof Flow Gpm S Elevation - 2 P Location: BEACH AVE. AND 1ST STREET P L Source of Information: ATLANTIC BEACH Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 3 CHRIS LANBERTSON Date City Water Supply: Pump Data: C1-Static Pressure: 55 PSI C2-Residual Pressure: 40 PSI C2-Residual Flow: 750 GPM 150 D1-Elevation: 7.363 PSI 140 D2-System F1ow:33.07 GPM D2-System Pressure: 49.573 PSI Hose ( Adj City ) :0 GPM 130 Hose ( Demand ) :50 GPM D3-System Demand:83.07 GPM P 120 Safety Margin: 5.171 PSI R 110 E 100 S 90 S 80 U 70 R 60 E 50 C2 40 30 20 10 100 200 300 400 500 600 700 800 900 FLOW ( N 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 4 CHRIS LANBERTSON Date Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H POZ-LOK 90 I POZ-LOK TEE K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N IPX CPVC 90 0 IPX CPVC TEE P IPX CPVC 45 Q Flow Control Valve R CPVC ST TEE S Swing Check Valve T 90' Flow thru Tee U CPVC 90 V CPVC TEE W Wafer Check Valve X CPVC 45 Y CPVC COUP. Z Flow Switch Wayne Automatic Fire Sprinkler Page 5 CHRIS LANBERTSON Date Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 2 3 4 I 5 7 8 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 2.0 2.5 3.8 4.0 5.7 6.9 7.9 0 4.9 6.0 7.3 8.4 12.0 14.7 16.4 P 1.1 1.4 1.8 2.1 2.6 3.1 4.0 Q 18 29 35 R 1.4 1.7 2.3 2.7 4.0 4.9 6.1 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 4 5 6 7 9 12 13 V 3 5 6 8 10 12 15 W 10.3 X 1 1 2 2 2 3 4 Y 1 1 1 1 1 2 2 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H I K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 P Q 33 R S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U V W 13.1 31.8 35.8 27.4 X Y Z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 6 CHRIS LANBERTSON Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. H1 19 4.2 14.5 na 15.99 .05 10 14.5 H2 19 4.2 16.53 na 17.07 .05 10 14.5 1 20 14.76 na 3 20 16.47 na 2 20 16.88 na 4 20 17.79 na 5 20 20.11 na 6 20 22.09 na 7 10 29.01 na 8 10 31.6 na TOR 10 35.11 na BOR 1 45.36 na 50 U1 -3 48.59 na SRC 2 49.57 na The maximum velocity is 11.14 and it occurs in the pipe between nodes 4 and 5 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 7 CHRIS LANBERTSON Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn H1 15.99 .874 IU 4.000 1.000 14.500 K Factor = 4.2 to 150 4.000 -0.433 1 15.99 0.1384 5.000 0.692 Vel = 8.551 15.99 14.759 K Factor = 4.16 H2 17.07 .874 lU 4.000 1.000 16.528 K Factor = 4.2 to 150 4.000 -0.433 2 17. 07 0.1562 5.000 0.781 Vel = 9.129 17.07 16.876 K Factor = 4.16 1 15.99 .874 lU 4.000 5.333 14.759 to 150 1V 3 .000 7.000 3 15.99 0.1385 12.333 1.708 Vel = 8 .551 3 0.874 9.580 16.468 to 150 4 15.99 0.1384 9.580 1.326 Vel = 8 .551 15.99 17.794 K Factor = 3.79 2 17.07 0.874 1V 3.000 2.875 16.876 to 150 3.000 4 17.07 0.1563 5.875 0.918 Vel = 9.129 4 16.00 1.101 1V 5.000 8.416 17.795 to 150 5.000 5 33.07 0.1725 13.416 2 .314 Vel = 11.144 5 1.101 1V 5.000 6.500 20.109 to 150 5.000 6 33 .07 0.1725 11.500 1.984 Vel = 11.144 6 1.101 lU 5.000 10.000 22.092 to 150 5.000 4.331 7 33.07 0.1725 15.000 2.588 Vel = 11.144 7 1.101 lU 5.000 5. 000 29.011 to 150 1V 5.000 10.000 8 33.07 0.1725 15.000 2.588 Vel = 11.144 8 1.101 1V 5.000 15.333 31.598 to 150 5.000 TOR 33.07 0.1725 20.333 3.508 Vel = 11.144 TOR 1.394 1B 9.000 35.105 to 150 15 11.110 15.871 8.898 Fixed loss = 5 BOR 33.07 0.0547 1Z 4.762 24.871 1.360 Vel = 6.952 BOR 50.00 2 . 003 1V 10. 000 10.000 45.363 Qa = 50 to 150 lU 9.000 19.000 1.732 U1 83. 07 0.0514 29.000 1.491 Vel = 8.458 U1 2.003 1G 1.296 50.000 48.586 to 150 1V 10.000 11.296 -2 .166 SRC 83.07 0. 0514 61.296 3.152 Vel = 8.458 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 8 CHRIS LANBERTSON Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 83.07 49.572 K Factor 11.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 \"*VWAYNE Automatic Fire Sprinklers, Inc. W.AF.S. HYDRAULIC CALCULATIONS Wayne Automatic Fire Sprinkler 11326 Distribution Ave West Jacksonville F1. 32256 904-268-3030 Job Name CHRIS LANBERTSON Building BEACH AVE. HOUSE Location 2038 BEACH AVE. ATLANTIC BEACH. FL. 32233 System REMOTE AREA 1 Contract 03713 Data File LAMBERT.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 2 CHRIS LANBERTSON Date HYDRAULIC DESIGN INFORMATION SHEET Name - CHRIS LANBERTSON Date - 12-8-03 Location - 2038 BEACH AVE. ATLANTIC BEACH, FL. 32233 Building - BEACH AVE. HOUSE System No. - REMOTE AREA 1 Contractor - WAFS Contract No. - 03713 Calculated By - STEVE R. Drawing No. - FPI Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 (X) 2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 16 Gpm System Type Listed Pres. at Start Point - 14.5 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 50 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make CENTRAL Model LF11 I Elevation at Highest Outlet - 20 Gpm Size 7/16" K-Factor 4.2 G Note: Temperature Rating 160 N Calculation Gpm Required 83 .07 Psi Required 49.573 At SRC Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 11-6-03 Rated Cap. Cap. T Time of Test - 2:00 P.M. @ Psi Elev. E Static (Psi) - 55 Elev. 2 R Residual (Psi) - 40 Other Well Flow (Gpm) - 750 Proof Flow Gpm S Elevation - 2 P Location: BEACH AVE. AND 1ST STREET P L Source of Information: ATLANTIC BEACH Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Bayne Automatic Fire Sprinkler Page 3 :HRIS LANBERTSON Date City.Water Supply: Pump Data: C1-Static Pressure: 55 PSI C2-Residual Pressure: 40 PSI C2-Residual Flow: 750 GPM 150 D1-Elevation: 7.363 PSI 140 D2-System Flow:33.07 GPM D2-System Pressure: 49.573 PSI 130 Hose ( Adj City ) :0 GPM Hose ( Demand ) :50 GPM D3-System Demand:83.07 GPM P 120 Safety Margin: 5.171 PSI R 110 E 100 S 90 S 80 U 70 R 60 E 50 C2 40 30 20 10 100 200 300 400 500 600 700 800 900 FLOW ( N 1.85 ) :omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03067 Wayne Automatic Fire Sprinkler Page 4 CHRIS LANBERTSON Date Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H POZ-LOK 90 I POZ-LOK TEE K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N IPX CPVC 90 0 IPX CPVC TEE P IPX CPVC 45 Q Flow Control Valve R CPVC ST TEE S Swing Check Valve T 90' Flow thru Tee U CPVC 90 V CPVC TEE W Wafer Check Valve X CPVC 45 Y CPVC COUP, Z Flow Switch Wayne Automatic Fire Sprinkler Page 5 CHRIS LANBERTSON Date Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 2 3 4 I 5 7 8 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 2.0 2.5 3.8 4.0 5.7 6.9 7.9 0 4.9 6.0 7.3 8.4 12.0 14.7 16.4 P 1.1 1.4 1.8 2.1 2.6 3.1 4.0 Q 18 29 35 R 1.4 1.7 2.3 2.7 4.0 4.9 6.1 s 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 4 5 6 7 9 12 13 V 3 5 6 8 10 12 15 W 10.3 X 1 1 2 2 2 3 4 Y 1 1 1 1 1 2 2 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 c 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H I K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 P Q 33 R S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U V W 13.1 31.8 35.8 27.4 X Y Z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 6 CHRIS LANBERTSON Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Reg. Reg. H1 19 4.2 14.5 na 15.99 .05 10 14.5 H2 19 4.2 16.53 na 17.07 .05 10 14.5 1 20 14.76 na 3 20 16.47 na 2 20 16.88 na 4 20 17.79 na 5 20 20.11 na 6 20 22.09 na 7 10 29.01 na 8 10 31.6 na TOR 10 35.11 na BOR 1 45.36 na 50 U1 -3 48.59 na SRC 2 49.57 na The maximum velocity is 11.14 and it occurs in the pipe between nodes 4 and 5 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 7 CHRIS LANBERTSON Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pi Pn H1 15.99 .874 IU 4.000 1.000 14.500 K Factor = 4.2 to 150 4.000 -0.433 1 15.99 0.1384 5.000 0.692 Vel = 8.551 15.99 14.759 K Factor = 4.16 H2 17.07 .874 IU 4.000 1. 000 16.528 K Factor = 4.2 to 150 4.000 -0.433 2 17.07 0.1562 5.000 0.781 Vel = 9.129 17.07 16.876 K Factor = 4.16 1 15.99 .874 lU 4.000 5.333 14.759 to 150 1V 3 .000 7.000 3 15.99 0.1385 12.333 1.708 Vel = 8 .551 3 0.874 9.580 16.468 to 150 4 15.99 0.1384 9.580 1.326 Vel = 8 .551 15.99 17.794 K Factor = 3.79 2 17.07 0.874 1V 3 .000 2.875 16.876 to 150 3.000 4 17.07 0.1563 5.875 0.918 Vel = 9.129 4 16.00 1.101 1V 5.000 8.416 17.795 to 150 5.000 5 33.07 0.1725 13.416 2.314 Vel = 11.144 5 1.101 1V 5.000 6.500 20.109 to 150 5.000 6 33 .07 0.1725 11.500 1.984 Vel = 11.144 6 1.101 lU 5.000 10.000 22.092 to 150 5.000 4.331 7 33 .07 0.1725 15.000 2.588 Vel = 11.144 7 1.101 IU 5.000 5.000 29.011 to 150 1V 5 .000 10.000 8 33.07 0.1725 15.000 2.588 Vel = 11.144 8 1.101 1V 5.000 15.333 31.598 to 150 5.000 TOR 33.07 0.1725 20.333 3 .508 Vel = 11.144 TOR 1.394 1B 9.000 35.105 to 150 is 11.110 15.871 8.898 Fixed loss = 5 BOR 33.07 0. 0547 1Z 4. 762 24.871 1.360 Vel = 6.952 BOR 50.00 2.003 1V 10.000 10.000 45.363 Qa = 50 to 150 lU 9.000 19.000 1.732 U1 83.07 0.0514 29.000 1.491 Vel = 8.458 U1 2 .003 1G 1.296 50.000 48.586 to 150 1V 10. 000 11.296 -2.166 SRC 83.07 0.0514 61.296 3.152 Vel = 8.458 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Y Wayne Automatic Fire Sprinkler Page 8 CHRIS LANBERTSON Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pk Pn 83. 07 49.572 K Factor = 11.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 it \"VWAYNE Automatic Fire Sprinklers, Inc. 1�9.AF.S. t� HYDRAULIC CALCULATIONS Wayne Automatic Fire Sprinkler 11326 Distribution Ave West Jacksonville F1. 32256 904-268-3030 Job Name CHRIS LANBERTSON Building BEACH AVE. HOUSE Location 2038 BEACH AVE. ATLANTIC BEACH. FL. 32233 System REMOTE AREA 1 Contract 03713 Data File LAMBERT.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 2 CHRIS LANBERTSON Date HYDRAULIC DESIGN INFORMATION SHEET Name - CHRIS LANBERTSON Date - 12-8-03 Location - 2038 BEACH AVE. ATLANTIC BEACH, FL. 32233 Building - BEACH AVE. HOUSE System No. - REMOTE AREA 1 Contractor - WAFS Contract No. - 03713 Calculated By - STEVE R. Drawing No. - FP1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 (X)2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 16 Gpm System Type Listed Pres. at Start Point - 14.5 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 50 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make CENTRAL Model LF11 I Elevation at Highest Outlet - 20 Gpm Size 7/16" K-Factor 4.2 G Note: Temperature Rating 160 N Calculation Gpm Required 83 .07 Psi Required 49.573 At SRC Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 11-6-03 Rated Cap. Cap. T Time of Test - 2:00 P.M. @ Psi Elev. E Static (Psi) - 55 Elev. 2 R Residual (Psi) - 40 Other Well Flow (Gpm) - 750 Proof Flow Gpm S Elevation - 2 P Location: BEACH AVE. AND 1ST STREET P L Source of Information: ATLANTIC BEACH Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 automatic Fire Sprinkler Page 3 LANBERTSON Date Water Supply* Pump Data: Static Pressure: 55 PSI Residual Pressure: 40 PSI -Residual Flaw: 750 GPM 150 D1-Elevation: 7.363 PSI 140 D2-System F1ow:33.07 GPM D2-System Pressure: 49.573 PSI Hose ( Adj City ) :0 GPM 130 Hose ( Demand } :50 GPM D3-System Demand:83.07 GPM P 120 Safety Margin: 5.171 PSI R 110 E 100 S 90 S 80 U 70 R 60 E 50 C2 40 30 20 10 ^n 400 500 600 700 800 900 FLOW ( N 5.85 ) "�� Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 4 CHRIS LANBERTSON Date Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45 ' Elbow G Gate Valve H POZ-LOK 90 I POZ-LOK TEE K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N IPX CPVC 90 0 IPX CPVC TEE P IPX CPVC 45 Q Flow Control Valve R CPVC ST TEE S Swing Check Valve T 90' Flow thru Tee U CPVC 90 V CPVC TEE W Wafer Check Valve X CPVC 45 Y CPVC COUP. Z Flow Switch Wayne Automatic Fire Sprinkler Page 5 CHRIS LANBERTSON Date Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 2 3 4 I 5 7 8 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 2.0 2.5 3.8 4.0 5.7 6.9 7.9 0 4.9 6.0 7.3 8.4 12.0 14.7 16.4 P 1.1 1.4 1.8 2.1 2.6 3.1 4.0 Q 18 29 35 R 1.4 1.7 2.3 2.7 4.0 4.9 6.1 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 4 5 6 7 9 12 13 v 3 5 6 8 10 12 15 W 10.3 X 1 1 2 2 2 3 4 Y 1 1 1 1 1 2 2 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H I K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 P Q 33 R S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U v W 13.1 31.8 35.8 27.4 X Y Z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 6 CHRIS LANBERTSON Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. H1 19 4.2 14.5 na 15.99 .05 10 14.5 H2 19 4.2 16.53 na 17.07 .05 10 14.5 1 20 14.76 na 3 20 16.47 na 2 20 16.88 na 4 20 17.79 na 5 20 20.11 na 6 20 22.09 na 7 10 29.01 na 8 10 31.6 na TOR 10 35.11 na BOR 1 45.36 na 50 U1 -3 48.59 na SRC 2 49.57 na The maximum velocity is 11.14 and it occurs in the pipe between nodes 4 and 5 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 7 CHRIS LANBERTSON Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn H1 15.99 .874 lU 4.000 1.000 14.500 K Factor = 4.2 to 150 4.000 -0.433 1 15.99 0.1384 5.000 0.692 Vel = 8.551 15.99 14.759 K Factor = 4.16 H2 17. 07 .874 lU 4.000 1.000 16.528 K Factor = 4.2 to 150 4.000 -0.433 2 17.07 0.1562 5.000 0.781 Vel = 9.129 17.07 16.876 K Factor = 4.16 1 15.99 .874 lU 4.000 5.333 14.759 to 150 1V 3 .000 7.000 3 15.99 0.1385 12.333 1.708 Vel = 8.551 3 0.874 9.580 16.468 to 150 4 15.99 0.1384 9.580 1.326 Vel = 8.551 15.99 17.794 K Factor = 3 .79 2 17.07 0.874 1V 3.000 2.875 16.876 to 150 3.000 4 17.07 0.1563 5.875 0.918 Vel = 9.129 4 16.00 1.101 1V 5.000 8.416 17.795 to 150 5.000 5 33.07 0.1725 13.416 2.314 Vel = 11.144 5 1.101 1V 5.000 6.500 20.109 to 150 5.000 6 33 .07 0.1725 11.500 1.984 Vel = 11.144 6 1.101 lU 5.000 10.000 22.092 to 150 5.000 4.331 7 33 .07 0.1725 15. 000 2.588 Vel = 11.144 7 1.101 lU 5.000 5.000 29.011 to 150 1V 5.000 10.000 8 33.07 0.1725 15.000 2.588 Vel = 11.144 8 1.101 1V 5.000 15.333 31.598 to 150 5.000 TOR 33 .07 0.1725 20.333 3.508 Vel = 11.144 TOR 1.394 1B 9.000 35.105 to 150 is 11.110 15.871 8.898 Fixed loss = 5 BOR 33.07 0.0547 1Z 4.762 24.871 1.360 Vel = 6.952 BOR 50.00 2.003 1V 10. 000 10.000 45.363 Qa = 50 to 150 1U 9.000 19.000 1.732 U1 83.07 0.0514 29.000 1.491 Vel = 8.458 U1 2.003 1G 1.296 50.000 48.586 to 150 1V 10.000 11.296 -2.166 SRC 83.07 0.0514 61.296 3 .152 Vel = 8.458 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 8 CHRIS LANBERTSON Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 83 .07 49.572 K Factor = 11.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 CITY OF ATLANTIC BEACH sx1 s 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027373 Date 1/05/04 Property Address . . . . . . 2038 BEACH AVE Tenant nbr, name . . . . . . FIRE SPRINKLERS 36 HEADS Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -- --- -------- - ------ - --- ------- ------------- - - -- WAYNE AUTOMATIC FIRE SPRINKLER 11326 DISTRIBUTION AVE . WEST JACKSONVILLE FL 32256 (904) 268-3030 ---------- ---------------------- -------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 65 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . 0 Fee summary Charged Paid Credited Due ----- ------- ----- ---------- - --------- ------ --- - ----- ----- Permit Fee Total 65 . 00 65 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 65 . 00 65 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. =a. Ft BUILDING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Owner of Property: r1/E'IS L,4�rB�,�Ts�,v (,o — Job Address:_0038 ACACA;1 ,414x, 14M�[/y'/C �AC/��CL• 327-33 Contractor: & 4YNg5- AUTGWAZZC �i05 SPgjISL CLERS TNC. In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. III. GENERAL INFORMATION A. Type of heating fuel: B. ❑ Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP _Natural _Central Utility BUILDING OR SITE? VAE ❑ Oil ❑ Other—Specify IF YES,GIVE NUMBER OFONSTRUCTION PERMIT N. MECHANICAL EQUIPMENT TO BE NATURE OF WORK Residential or ^. Commercial INSTALLED X New Building (Provide complete list of components on back of this form) ❑ Existing Building Q Heat Space J Recessed _Central _Floor ❑ Replacement of existing system ❑ Air Conditioning: Room Central X New Installation(No system previously installed) ❑ Duct System: Material Thickness ❑ Extension or add-on to existing system Maximum capacity cfin ❑ Other-Specify ❑ Refrigeration ❑ Cooling tower: Capacity in X Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator (Number) (Received) ❑ Gasoline pumps (Number) El Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel Permit Approved by Date ❑ Boilers ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons) Agency HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving (BTU) Agency TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800•Fax:(904)247-5845• httn.//www.ci.atlaittio-beacii.f.us 1/14/03 Schlueter, Jennifer From: Kaluzniak, Donna Sent: Friday, December 19, 2003 2:49 PM To: Schlueter, Jennifer Cc: Walker, Chris Subject: 2038 Beach Ave. Jenny, I just got a call from Russ of Wayne Automatic Fire Sprinkler. We had made a comment that a 2" tap and meter would be needed, but that is not correct. He is coming off an existing tap and meter. Sorry... -Donna DEPARTMENT OF PUBLIC WORKS 1�c 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 ` TELEPHONE:(904)247-5834 --LL FAX: (904)247-5843 . SUNCOM: 852-5834 x ; http://ci.atiantic-beach.fl.us f`• -sem 4�. .d4n✓ PLAN REVIEW COMMENTS FROM THE PUBLIC ti DEPARTMENT Permit Application # C%3 IT3 'z3 Applicant: L e t 1- 4 . ry,a Ir e F/e LTn Address: �� �FCr�G� �✓ Project: Ffre 0� S Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. u Your permit application has been reviewed by the Public Works Department and the following items need attention: 19A /0 't� l . '122 -4e 492ie Please submit these requirements to the Public Wo epartrnent,. 1200.Sandpiper ane, Atlantic Beach, FL 32233 in order that we can approve your.application. If you have any questions please call (904) 247-5834. Revi ed by Robert S. Ko oy, F.E., Director of Public Works Date / lgnature Contractor Notified Date ml2lZe2 / L1iAs Jo rus$ russ ype ty y A L N I H A536562 J445021`2 F17 FLOOR 1 1 (optional) uilders first ource, Jacksonville, 1 Mi ek Industries, Inc. I hu Jun 05 16:41:58 2003 Page 1 0-1-8 1-3-0 P-%4;6-P-5-1 Scale'= 1:19.8 F-F 3x6 II 5x5 = 1x3 II 4x10 II 1x3 II 3x8 II 3x8 II 1x3 II 4x10 II 1x3 II 5x5 = A B Y C D E Z F G 0 a L 1x3 II 3x4 = 6x8 = 1x3 II 4x5 = 4x6 = 4x5 = 1x3 II 6x8 = 3x4 = 1x3 II Loading has been calculated by the truss manufacturer per the plans. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. 11-7-8 11-7-8 ate sets ): e , gel LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.64 Vert(LL) -0.00 L >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.10 Vert(TL) -0.00 L >999 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.00 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 921b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D "Except` TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. A-G 4 X 2 SYP NoA D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, BOT CHORD 4 X 2 SYP No.2D Except: WEBS 4 X 2 SYP No.3 10-0-0 oc bracing: O-P,H-I. OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) P=559/4-1-0, H=559/4-1-0, 0=619/4-1-0, 1=619/4-1-0, M=1259/4-1-0, K=1259/4-1-0, J=-6/4-1-0, N=-6/4-1-0 Max UpliftJ=-6(load case 5), N=-6(load case 5) Max Grav P=598(load case 4), H=598(load case 4), 0=629(load case 4), 1=629(load case 4), M=1277(load case 2), K=1277(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-P=-559, G-H=-559, A-13=210, B-Y=409, C-Y=409, C-D=-176, D-E=-176, E-Z=409, F-Z=409, F-G=210 BOT CHORD 0-P=0, N-0=272, M-N=272, L-M=267, K-L=267, J-K=272, I-J=272, H-1=0 WEBS A-0=-273, G-1=-273, B-0=-654, F-1=-654, B-M=-924, F-K=-924, C-M=-917, E-K=-917, �`titti�ti�11�NU+tilrrrtgrlrtry C-L=-206, E-L=-206, D-L=373 �� .``` `'���C 'z•'9/yam''': NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Gable studs spaced at 1-4-0 oc. !! 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 Ib uplift at I joint J and 6 Ib uplift at joint N. k '� 4► Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d � ti nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ti A. ORI ED LOAD CASE(S) Standard June 9,2003 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: K-M=-6.7 Concentrated Loads (lb) Vert: A=-379.0 G=-379.0 Continued on page 2 o russ russ ype ty y A AN -A H A536562 J44502F2 F17 FLOOR 1 1 (optional) Builders FirstSource, Jacksonville, FL., Mi IndustrW3Inc6S 1 s ct 17 2001 Mi ek Industries, Inc. I hu Jun 05 16:41:58 2003 Page 2 LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: A=-340.7-to-D=-376.7, D=-376.7-to-G=-340.7 ob russ russ ype ty PiFlyATLANTICB R. H A536563 J44502F2 F18 FLOOR 2 1 (optional) _ Builders First ource, Jacksonville, FL., MiTek IndustrROa IncSR1 s Oct 17 20 1 MiTek Industries, Inc. Thu Jun 05 16:41:59 2003 Page 1 1-3-0� 1-4-0 OI— 9 8 1 Scale = 1:19.9 3x6 = 3x4 = 3x4 = 3x4 = 3x4 = 3x6 = A 6 C D E F 0 1-4-0 a M L K J 1 H x I1 3x4 = 3x4 = 1 x3 11 1 x3 11 3x4 = 3x4 = 3x II Loading has been calculated by the truss manufacturer per the plans. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. 5-4-8 6-8-8 11-7-8 11-7-8 Plate Offsets ge gel, [N: ge LOADING (psf) SPACING 1-4-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.03 K >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.27 Vert(TL) -0.05 K >999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.01 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 360 Weight: 631b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) N=417/0-3-8, G=417/0-3-0 FORCES (lb) - First Load Case Only TOP CHORD A-N=-413, F-G=-414, A-B=-392, B-C=-866, C-D=-975, D-E=-874, E-F=-390 BOT CHORD M-N=0, L-M=735, K-L=975, J-K=975, I-J=975, H-1=728, G-H=0 WEBS C-K=-18, D-J=36, A-M=522, B-M=-477, B-L=181, C-L=-149, F-H=519, E-H=-470, E-1=203, D-I=-176 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ''�'tFp 1✓�`ilti� /,,fpFr�{4ttiJ��.'irfilllltiititStt.. June 9,2003 744502F2 russ Truss Type ty ly NORTH A L I A H F19 FLOOR 3 1 A536564 (optional) Builders irstSource, Jacksonville, FL., MiTek Industr[W IncSR1 s Oct 17 2001 MiTek Industries, Inc. Thu Jun 05 16:42:00 2003 Page 1 0-2-4 H 11F 3 0 I F 1_4-0 0-9-4 1 Scale = 1:19.8 3x4 = 1x3 = 3x4 = 3x4 = 3x4 = 3x4 = 3x6 = A B C D E F 0 1-4-0 a M L K J I H Px4 = 3x4 = 3x4 = 1 x3 II 1 x3 11 3x4 = 3x4 = 3x4 = Loading has been calculated by the truss manufacturer per the plans. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. 5-4-8 6-8-8 11-7-4 11-7-4 Plate Offsets ge , dge LOADING (psf) SPACING 1-4-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.24 Vert(LL) -0.04 K >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.05 K >999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.01 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 631b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) N=1 195/0-3-8, G=421/0-3-0 FORCES (Ib) - First Load Case Only TOP CHORD N-0=-1192, A-0=-1190, A-B=-427, B-C=-890, C-D=-991, D-E=-886, E-F=-394 BOT CHORD M-N=62, L-M=764, K-L=991, J-K=991, I-J=991, H-1=735, G-H=0 WEBS F-G=-418, A-M=497, F-H=524, B-M=-468, E-H -475, B-L=175, E-1=209, C-L=-138, D-1=-186, C-K=-24, D-J=44 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. »�;t��itlirlJyrtrrt�rj f 7i tFIr LOAD CASE(S) Standard ~ - ,��,�1�+1 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) - * N Vert: G-N=-6.7, A-F=-66.7 Concentrated Loads (Ib) r Vert: A=-787.0 S ATE OF {ct` June 9,2003 Job russ russ Type Ply LO 3 NORTH AA LATIC BEACH A53.6565 J445021`2 F20 FLOOR 5 1 (optional) Builders FirstSource, Jacksonville, FL., MiTek Industr2&3 In R1 s Oct 17 2001 MiTek Industries, Inc. hu Jun 05 16:42:01 2003 Page 1 i 1-3-0 1-2-10 1 F 1-11-10 Scale = 1:13.0 Loading has been calculated by the truss manufacturer per the plans. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. 3x4 = 3x6 = A 3x6 = B C 3x4 = D 0 1-11-10 `r J I H G F 3x4 = 1 x3 11 1 x3 11 3x4 = 3x4 II Recommended hanger connection based on manufacturer x = Simpson THA422 into tested capacities and nail calculations. Conditions may Beam by others. exist that require different connections than indicated. Refer to manufacturer publication for additional information. 2-10-2 4-9-12 7-8-4 7-8-4 Plate Offsets ge -1- ge , [J:Edge,0-1-81 LOADING (psf) SPACING 1-4-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) -0.01 G >999 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.01 G-H >999 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.00 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 421b LUMBER BRACING TOP CHORD 4 X 2 SYP No.213 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) J=273/Mechanical, E=273/0-3-0 FORCES (lb) - First Load Case Only TOP CHORD A-J=-268, A-B=-221, B-C=-419, C-D=-220 BOT CHORD I-J=-0, H-1=419, G-H=419, F-G=419, E-F=0 WEBS D-E=-269, B-H=13, C-G=9, A-1=295, B-1=-272, D-F=293, C-F=-270 NOTES 1)This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. a����tittittslultl�lltyttr)j��k LOAD CASES) Standard ���` ' FI '7 * _ June 9,2003 Job russ russ Type ty Ply L NORTH ATLANTIC BEA! A53F�566 J44502F2 F23 FLOOR 1 1 (optional) Builders firstSource, Jacksonville, L., MiTek Industr201In 1 s ct 1 2001 MiTek Industries, Inc. Thu Jun 05 16:42:02 2003 Page 1 Scale = 1:13.0 1 x3 II 1 x3 11 1 x3 II 1 x3 11 1 x3 11 3x6 = A 3x6 = B C D E F G 0 Nil F11 V I 11111 19 3x4 11 3x4 = 1x3 II 1x3 II 1 x3 11 3x4 = 3x4 11 7-8-4 7-8-4 Plate Offsets l: [N:Edge,0-1-81 LOADING (psf) SPACING 1-4-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) n/a n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(TL) -0.00 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 360 Weight: 421b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 7-8-4 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) N=261/7-8-4, H=261/7-8-4, K=683/7-8-4, 1=878/7-8-4, J=745/7-8-4, M=878/7-8-4, L=745/7-8-4 FORCES (Ib) - First Load Case Only TOP CHORD A-N=-258, G-H=-258, A-B=18, B-C=18, C-D=18, D-E=18, E-F=18, F-G=18 BOT CHORD M-N=O, L-M=-18, K-L=-18, J-K=-18, I-J=-18, H-1=0 WEBS D-K=-676, F-1=-850, E-J=-737, B-M=-850, C-L=-737, A-M=-26, G-I=-26 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs 5) Recommend spaced 6 strongbacat Oks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d 00 CE A.�rfirt�r��t+,y nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �`\ IFI 4b ,/ 1-* y. � •� LOAD CASE(S) Standard 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 '] Uniform Loads (plf) Vert: H-N=-6.7, A-G= 591.7 ATE o tED June 9,2003 Job russ Truss Type ty ly L H ATLANTIC A H A536567 J445021`2 F24 FLOOR 9 1 (optional) Builders FirstSource, Jacksonville, FL., MiTek Industr201 IncSR1 s Oct 17 2001 MiTek Industries, Inc. Thu Jun 05 16:42:03 2003 Page 1 1-1-0 1-0-0 1 x3 II A 3 — B 3AI4r — C I 1x3 = Sc ile = 1:7.2 0 F E 3x4 = D Recommended hanger connection based on manufacturer tested capacities and nail calculations. Conditions may Simpson THA422 into exist that require different connections than indicated. Beam by others. Refer to manufacturer publication for additional information. 3x4 - 3-8-0 x6 — 3-8-0 LOADING (psf) SPACING 1-4-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) -0.00 E >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.04 Vert(TL) -0.00 D-E >999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 360 Weight: 24 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 3-8-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 Loading has been calculated by the truss manufacturer per the plans. It is the REACTIONS (Ib/size) F=125/Mechanical, D=121/0-3-8 responsibility of the Architect/Engineer of Record to verify and approve the loading. FORCES (lb) - First Load Case Only TOP CHORD A-F=-123, D-G=-5, C-G=-5, A-B=-61, B-C=-O BOT CHORD E-F=O, D-E=102 WEBS A-E=86, B-E=-62, B-D=-150 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard �4N `kX,tiiSyttliirtur�,rr1+ljj� ZSR"+ June 9,2003 Job russ russ ype tyPly 0 ATLANTIC BEACH A536568 �J44502F2 F25 FLOOR 4 1 to tional) Builders irst ource, Jacksonville, FL., MiTek Industr203 In R1 s Oct 17 2001 MiTek Industries, Inc. Thu Jun 05 16:42:04 2003 Page 1 1F-3 0 Scale = 1:26.0 3x6 = 3x4 = 3x4 = 1x3 11 1x3 II 3x4 = 3x4 = 3x6 = A B C D E F G H 0 1-10-8 0 N M L K J 3x4 II 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 II Loading has been calculated by the truss manufacturer per the plans. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. 6-7-8 8-6-0 15-1-8 15-1-8 Plate Offsets ): dgel, gel, [P:Ea­g­e-,0-1-81 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.08 L-M >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0.11 L-M >999 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.03 1 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 360 Weight: 791b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) P=545/0-3-0, 1=545/0-3-0 FORCES (Ib) - First Load Case Only TOP CHORD A-P=-541, H-1=-541, A-B=-537, B-C=-1277, C-D=-1658, D-E=-1658, E-F=-1658, F-G=-1277, G-H=-537 BOT CHORD O-P=-O, N-0=1011, M-N=1525, L-M=1658, K-L=1525, J-K=1011, I-J=0 WEBS D-M=-108, E-L=-108, A-0=715, B-0=-660, B-N=370, C-N=-345, C-M=180, H-J=715, G-J=-660, G-K=370, F-K=-345, F-L=180 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 4. IFtT f S OF ti June 9,2003 Job russ russ Type ty ly NORTH A AEACH A536569 J44502F2 F27 FLOOR 3 1 (optional) � Buil ers FirstSource, Jacksonville, FL., MiTek ndustrM)In R1 s Oct 17 2001 MiTek Industries, Inc. Thu Jun 05 16:42:0 2003 Page 1 Scale = 1:37.5 Loading has been calculated by the truss manufacturer per the plans. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. 3x4 = 4x5 = 3x6 FP=3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 4x6 = A B C D E F G H I J K f 1-4-0 l FkW V U T S R Q P 0 N M L Il 4x5 = 4x5 = 3x4 = 3x4 = 3x4 = 1x3 II 3x4 = 3x4 = 3x6 FP= 4x5 = 3x4 = 1x3 11 3x4 = Recommended hanger connection based on manufacturer tested capacities and nail calculations. Conditions may Simpson THA422 into exist that require different connections than indicated. Beam by others. Refer to manufacturer publication for additional information. 10-4-8 11-8-8 21-9-12 21-9-12 Plate Offsets ): A: - dge , -1 ge , -1- ge , ge, -181 - LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Vert(LL) -0.34 S >766 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.83 Vert(TL) -0.46 S >557 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.08 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 114 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) X=791/0-3-0, L=791/Mechanical FORCES (Ib) - First Load Case Only TOP CHORD K-L=-786, A-B=-814, B-C=-2064, C-D=-2064, D-E=-2916, E-F=-3388, F-G=-3516, G-H=-3393, H-1=-2914, I-J=-2064, J-K=-814 BOT CHORD W-X=-0, V-W=1540, U-V=2570, T-U=3245, S-T=3516, R-S=3516, Q-R=3516, P-Q=3239, O-P=2572, N-0=1539, M-N=1539, L-M=0 WEBS A-X=-786, A-W=1083, K-M=1083, B-W=-1010, J-M=-1009, B-V=729, J-0=730, D-V=-704, 1-0=-706, D-U=481, I-P=477, E-U=-458, H-P=-452, E-T=199, H-0=213, F-T=-174, G-Q=-189, F-S=-B, G-R=23 NOTES 1) This truss a 2) Recommend 2 x6 strongbacks, on edge, spaced loading 0-0-0 ocandfastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. \� IF r LOAD CASE(S) Standard ` t =r Ari ox �z�t���zyr�-'•rr`a!¢���lt2lPtYctt111������1 June 9,2003 ob Truss russ Type ty ly �-LOT70--3NORTHATLANTIC BEACH A536570 J44502F2 F28 FLOOR 10 1 (optional) Builders FirstSource, Jacksonville, FL., M! ek IndustrMl IncSR1 s Oct 17 2001 MiTek Industries, Inc. Thu Jun 05-16:42:06 2003 Page 1 21-10-12 1-3-0 1 1-4-0 1-2-4 Scale = 1:38.0 Loading has been calculated by the truss manufacturer per the plans. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. 3x4 = 4x6 = 3x4 = 3x6 FP= 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 4x10 = A B C D E F G H I J K 1-4-0 v W V U T S R Q P O N M L 3x4 11 4x5 = 3x4 = 3x4 = 3x4 = 1x3 II 1x3 II 3x4 = 3x6 FP= 3x4 = 4x5 = 4x5 = 3x4 = 10-4-8 1 1-8-8, 22-0-4 22-0-4 Plate Offsets A: dge,0-1 ge , - -8, Igel, ge, -1- [X:Edge,0-1-81 LOADING (psf) SPACING 1-4-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.39 Vert(LL) -0.35 R-S >745 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.83 Vert(TL) -0.48 R-S >542 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.08 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 114 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) X=798/0-3-0, L=3910/0-2-0 FORCES (Ib) - First Load Case Only TOP CHORD A-X=-794, K-L=-3904, A-B=-822, B-C=-2088, C-D=-2956, D-E=-2956, E-F=-3444, F-G=-3586, G-H=-3445, H-1=-2955, I-J=-2089, J-K=-821 BOT CHORD W-X=0, V-W=1556, U-V=2603, T-U=3292, S-T=3586, R-S=3586, Q-R=3586, P-0=3291, 0-P=2603, N-0=2603, M-N=1556, L-M=0 WEBS F-S=4, G-R=11, A-W=1095, B-W=-1021, B-V=740, C-V=-715, C-U=491, E-U=-468, E-T=211, F-T=-193, K-M=1093, J-M=-1022, J-N=742, I-N=-716, I-P=490, H-P=-466, H-Q=214, G-Q=-197 NOTES 11ANG71iJ�tyy�f�t 1) This truss has been checked for unbalanced loading conditions. ,�ail�i rt 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) L. �§NV A. ��rF4` 3) Load case(s) 1 has been modified. Building designer must review loads to verify that they are correct for .NON +� 111 i% the intended use of this truss. . rZ�`' 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d � nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5 O;~ LOAD CASEATE OF�t+� c�� 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: L-X=-6.7, A-K=-66.7 r{rr'rrftr!:�yunls+l��it�t+i� Concentrated Loads (lb) Vert: K=-3112,0 June 9,2003 Job russ russ Type ty y T 70-3NORTH ATLANTIC BEq H A536571 J44502F2 F29 FLOOR 7 1 (optional) Builders FirstSource, Jacksonville, FL., MITek Industrl�&a In R1 s Oct 17-2001 MiTek Industries, Inc. Thu Jun 05 16:42:07 2003 Page 1 1-3-0 X1.5-8 Scale = 1:18.8 Loading has been calculated by the truss manufacturer per the plans. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. 3x6 = 3x4 = 3x4 = 1x3 II 3x4 = 3x6 = A B C D E F 1-5-8 a L K J 13x4 = H NX 11 3x4 = 3x4 = 1 x3 11 3x4 = AX II 5-4-8 1 6-10-0 10-11-8 r 10-11-8 Plate Offsets ( ): -1- ge , gel, [M:Edge,0-1-81 LOADING (psf) SPACING 1-4-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.04 J >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.05 J-K >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 59 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) M=393/0-3-0, G=393/0-3-0 FORCES (Ib) - First Load Case Only TOP CHORD A-M=-388, F-G=-384, A-B=-365, B-C=-787, C-D=-848, D-E=-848, E-F=-354 BOT CHORD L-M=0, K-L=685, J-K=848, 1-1=848, H-1=676, G-H=0 WEBS C-J=-49, D-1=-101, A-L=485, B-L=-446, B-K=141, F-H=471, E-H=-449, E-1=233, C-K=-83 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ll�n tits>>04�1 (i WIZ !o LOAD CASE(S) Standard .�`i `� " SFr f ATE OF Z% YOR ED �r'rl f�Rrf rf rf410ti!16551 ��y`��` June 9,2003 Job russ runs ype ty fy L N THATIANTIC BEACH A536572 J44502F2 F30 FLOOR 1 1 (optional) Builders FirstSource, Jacksonville, FL., MiTek Industr201 IncSR1 s Oct 17 2001 MiTek Industries, Inc. Thu Jun 05 16:4 :08 2003 Page 1 Loading has been calculated by the truss manufacturer per the plans. It is the responsibility Scale = 1:18.8 of the Architect/Engineer of Record to verify and approve the loading. 1x3 II 3x6 = 1x3 II 1x3 II 1x3 II 1x3 II 1x3 II 1x3 II 1x3 II 3x6 = A B C D E F G H I J 0 v 3x4 11 3x4 = 1x3 II 1 x3 11 1 x3 11 1x3 11 1x3 I1 3x4 - 3x4 11 1 x3 11 10-11-B 10-11-8 Plate Offsets ,Y : IT:Edge,0-1-81 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 561b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 10-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, WEBS 4 X 2 SYP No.3 Except: OTHERS 4 X 2 SYP No.3 10-0-0 oc bracing: S-T,K-L. REACTIONS (Ib/size) T=33/10-11-8, K=33/10-11-8, L=106/10-11-8, M=96/10-11-8, N=101/10-11-8, 0=57/10-11-8, 5=106/10-11-8, R=96/10-11-8, Q=101/10-11-8, P=57/10-11-8 FORCES (Ib) - First Load Case Only TOP CHORD A-T=-30, J-K=-30, A-B=2, B-C=2, C-D=2, D-E=2, E-F=2, F-G=2, G-H=2, H-1=2, I-J=2 BOT CHORD S-T=-0, R-S=-2, Q-R=-2, P-0=-2, O-P=-2, N-0=-2, M-N=-2, L-M=-2, K-L=0 WEBS I-L=-95, H-M=-87, G-N=-92, F-O=-52, B-S=-95, C-R=-87, D-Q=-92, E-P=-52, A-S=-2, J-L=-2 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Gable requires continuous bottom chord bearing. *1�l�ttit#NtUU1trlltlry 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). `A`�N�ti� A. jr��✓i�� 4) Gable studs spaced at 1-4-0 oc. Q 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d IFI / nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ��S ' 1 LOAD CASE(S) Standard _ tiC 5 A'IE OF t 0F ANN ED June 9,2003 -Job russ russ Type ty y LOT 70-3NORTH ATLANTIC BEA A536573 J44502F2 F31 FLOOR 8 1 (optional) Builders FirstSource, Jacksonville, FL., MiTek Industr2aa In R1 s Oct 17 2001 MiTek Industries, Inc. Thu Jun 05 16:42:09 2003 Page 1 1-3-0 i 1-5-4 Loading has been calculated by the truss manufacturer per the plans. It is the responsibility Scale = 1:9.9 of the Architect/Engineer of Record to verify and approve the loading. 3x4 = 1x3 11 3x4 = A 3x6 = B C D 1x3 = Ll J 0 �t FFE I H G F 3x4 = 3x4 = 1 x3 11 x— 2-10-8 1 4-3-12 5-11-4 , 5-11-4 Plate Offsets MY)' -8, ge , gel, [F:0-1-8,Edgel LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/detl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) -0.02 G >999 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.19 Vert(TL) -0.02 G >999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 341b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 5-11-4 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) I=209/0-3-0, E=204/0-3-8 FORCES (lb)- First Load Case Only TOP CHORD A-1=-210, E-J=-221, D-J=-221, A-B=-147, B-C=-237, C-D=-237 BOT CHORD H-I=-0, G-H=237, F-G=237, E-F=1 1 WEBS A-H=196, D-F=300, B-H=-123, B-G=-61, C-F=-127 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 14N5111NIJ�g �11ttii Itt�jl! LOAD CASE(S) Standard a ���` � A. �fiV/'y�o IFI jE * = y ,ATEED C7� 031 1114y"41ttS�ti����� June 9,2003 Job I Truss Truss lype ty ly ATLANTIC B A IC A536574 J445021`2 F32 FLOOR 7 1 (optional) Builders FirstSource, Jacksonville, FL., MiTek Industria IncSR1 s Oct 17 2001 MiTek Industries, Inc. Thu Jun 05 16:42:10 2003 Page 1 2-3-0 1 6� 1-4-0 i01--i� Scale = 1:21.3 Loading has been calculated by the truss manufacturer per the plans. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. 4x5 = 5x14 = 3x4 = 1x3 II 4x5 = 3x4 = 1x3 = A5x8 — B C D E F G Q 1-4-0 c I� 0 P 0 N M L K J I 6x8 = 1 0x1 6 M111 8H = 3x6 II 3x6 II 4x6 II 5x6 II 6x8 = 12-4-4 3x6 11 6-3-12 , 7-7-12 12-6-0 12-6-0 Plate Offsets P gel, 6:0--T-- , ge , -4- ge LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.68 Vert(LL) -0.17 L-M >873 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 1.00 Vert(TL) -0.23 L-M >632 M1118H 195/188 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0.02 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 91 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. H-P 4 X 2 SYP No.1 D WEBS 4 X 2 SYP No.3 *Except* A-0 4 X 2 SYP No.2D, B-0 4 X 2 SYP No.2D A-0 4 X 2 SYP No.2D, B-O 4 X 2 SYP No.2D REACTIONS (lb/size) P=2477/Mechanical, H=867/0-3-0 FORCES (lb) - First Load Case Only TOP CHORD A-P=-2458, H-Q=-869, G-Q=-867, A-B=-2816, B-C=-4184, C-D=-3124, D-E=-3124, E-F=-2483, F-G=-951 BOT CHORD O-P=-0, N-0=4394, M-N=4392, L-M=3817, K-L=3124, J-K=3124, I-J=1775, H-1=47 WEBS A-0=3700, G-1=1199, B-O=-2856, F-I=-1 1 18, B-M=-264, F-J=960, C-M=498, B-N=-81 D-L=189, C-L=-919, E-K=823, E-J=-1307 NOTES Yyt11i �1lNrltllfjt7lj�� 1) This truss has been checked for unbalanced loading conditions. k�tit� (", A. 2) All plates are M1120 plates unless otherwise indicated. �IFI 3) Load case(s) 1 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. . C,'r �4Ke 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d r nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. = '] ATE OF LOAD CASES) i��ls L{3RT9 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 �/lfi Uniform Vert: H-P=-6.7, A-G=-66.7 lEYISt4t 11t Concentrated Loads (Ib) June 9,2003 Vert: B=-2461.0 ob russ russ Type Qty y OT 70-3ATLANTIC BE A536575 J44502F2 F33 FLOOR 10 1 (optional) Builders First ource, Jacksonville, L., MiTek Industr201IncSR1 s Oct 17 2001 MiTek Industries, Inc. Thu Jun 05 16:42:11 2003 Page 1 0-1-8 H f 3 —i 1F--4 —1 1F 6 12 —I Scale = 1:21.2 Loading has been calculated by the truss manufacturer per the plans. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. 3x6 = 3x4 = 3x4 - 3x4 = 3x4 = 3x6 = A B C D E F 0 1-6-12 �? M L K J I H 3x4 II 3x4 = 3x4 = 1x3 II 1x3 II 3x4 = 3x4 = 3x4 - 5-5-8 7-0-4 12-4-12 12-4-12 Plate Offsets -1- ge , :0-1- ge , ge, LOADING (psf) SPACING 1-4-0 CSI DEFL in (Ioc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.04 K >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.27 Vert(TL) -0.06 K >999 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.01 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 66 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) N=2706/0-2-0, G=445/0-3-0 FORCES (lb) - First Load Case Only TOP CHORD A-N=-2702, F-G=-442, A-B=-423, B-C=-955, C-D=-1113, D-E=-956, E-F=-424 BOT CHORD M-N=-0, L-M=796, K-L=1 1 13, J-K=1 1 13, I-J=1113, H-1=794, G-H=0 WEBS C-K=3, D-J=13, A-M=564, B-M=-518, B-L=222, C-L=-209, F-H=564, E-H=-515, E-1=225, D-I=-213 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) N. 3) Load case(s) 1 has been modified. Building designer must review loads to verify that they are correct for `tµ151lititlt/,r the intended use of this truss. �`���wa�1 �tf+yj��f 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d *�ti SCE A. nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ����11\ IFI 5) CAUTION, Do not erect truss backwards. } LOAD CASE(S) _ f 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 ?� ATE OF Uniform Loads (plf) Vert: G-N=-6.7, A-F=-66.7 l ED .1 Concentrated Loads oa s (lb)0 /�/r9pf�fr}{rptltrs'ti�`�' June 9,2003 Jo Truss russ Type ty ly -3 NORTH ATLANTIC BEACH A536576 J44502F2 F33A FLOOR 1 1 (optional) Builders FirstSource, Jacksonville, FL., MiTek IndustrWI In R1 s Oct 17 2001 MiTek Industries, Inc. Thu Jun 05 16:42:12 2003 Page 1 Scale = 1:21.4 3x6 = 1x3 II 1x3 II 1x3 II 1x3 II 1x3 II 1x3 II 1x3 II 1x3 II 1x3 II 3x6 = A B C D E F G H I J K 0 3x4 II 3x4 = 1 x3 II 1 x3 11 1x3 11 1x3 II 1x3 11 1x3 II 1x3 11 3x4 = 3x4 II 12-5-8 12-5-8 Plate Offsets [V:Edge,0-1-81 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 621b LUMBER BRACING TOP CHORD 4 X 2 SYP No.21D TOP CHORD Sheathed or 10-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, WEBS 4 X 2 SYP No.3 Except: OTHERS 4 X 2 SYP No.3 10-0-0 oc bracing: U-V,L-M. REACTIONS (Ib/size) V=33/12-5-8, L=33/12-5-8, Q=54/12-5-8, M=106/12-5-8, N=96/12-5-8, O=101/12-5-8, P=85/12-5-8, U=106/12-5-8,T=96/12-5-8, S=101/12-5-8, R=85/12-5-8 FORCES (Ib) - First Load Case Only TOP CHORD A-V=-30, K-L=-30, A-B=1, B-C=1, C-D=1, D-E=1, E-F=1, F-G=1, G-H=1, H-1=1, I-J=1, J-K=1 BOT CHORD U-V=-O, T-U=-1, S-T=-1, R-S=-1, Q-R=-1, P-Q=-1, O-P=-1, N-0=-1, M-N=-1, L-M=0 WEBS F-Q=-49, J-M=-95, I-N=-87, H-0=-92, G-P=-78, B-U=-95, C-T=-87, D-S=-92, E-R=-78, A-U=-2, K-M=-2 NOTES 14N1tUrltltGr 1) This truss has been checked for unbalanced loading conditions. t�t�1'�t +ilrtijl 2) Gable requires continuous bottom chord bearing. �i�`� A. f�ysiy `1 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. h,,� TFi �� �' 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. "C LOAD CASE(S) Standard ATE OF EDEe June 9,2003 Job fruss russ ype ty y L -3 NORTH ATLANTIC A H A536577 J445021`2 F33B FLOOR 2 1 (optional) Builders FirstSource,-Jacksonville, FL., MiTek IndustrWI In R1 s Oct 17 2001 MiTek Industries, Inc. Thu Jun 05 16:42:13 2003 Page 1 0-1-8 H 1j—3 1-4-0 1 -{ I 1 I- 6 a 1-4-0 F Scale = 1:21.2 Loading has been calculated by the truss manufacturer per the plans. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. 3x4 = 3x4 = 3x4 = 3x4 = 4x10 = A4x10 = B C D E F 0 1-6-8 M L K J I H 4x5 II 3x4 = 3x4 = 1 x3 II 1 x3 II 3x4 = 3x4 = 4x5 II 5-5-8 7-0-0 12-5-8 12-5-8 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.04 K >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.27 Vert(TL) -0.06 J-K >999 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.01 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 671b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) N=3560/0-3-0, G=448/0-3-0 FORCES (lb) - First Load Case Only TOP CHORD A-N=-3555, F-G=-444, A-B=-426, B-C=-963, C-D=-1126, D-E=-962, E-F=-427 BOT CHORD M-N=0, L-M=800, K-L=1126, J-K=1126, I-J=1 126, H-1=801, G-H=0 WEBS C-K=8, D-J=8, A-M=567, B-M=-521, B-L=226, C-L=-216, F-H=569, E-H=-520, E-1=225, D-1=-216 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) na ls.mSterongbacks to be attached tog gwalls at her o2xstrobacks, on ede, spaced at uter ends ds oroc dr strained by otherned to each tmeans.russ �th 3 16d �,000yk��titi�ti t 11�IA firfrtjF!/ LOAD CASE(S) Standard 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 y Uniform Loads (plf) Vert: G-N=-6.7, A-F=-66.7 ATE Of ��4 Concentrated Loads 0b) %rG�ft�B � w, y Vert: A=-3112.0tED 3'•:{!if I515i11ii June 9,2003 BM03 VkyTJ-Beam(TM)6.06 Serial)Numb ''0`0 2 Pcs of 1 3/4" x 16" 1.7E TimberStrand® LSL User:Page 1 Engin Version: PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:15'T' FilM n b 17, S 3: 6"—� Product Diagrarn is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead, 135.0 Partition Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 412.0 155.0 1'To 3' Adds To F13 Uniform(plf) Floor(1.00) 583.0 219.0 3'To 6' Adds To F13A Uniform(plf) Floor(1.00) 846.0 323.0 6'To 15'6" Adds To F14 SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 3276/1878/0/5154 Custom Detail Custom Accessory 2 Stud wall 3.50" 6.68" 8458/4760/0/13217 Custom Detail Custom Accessory -User specified custom detail for support: 1,2. -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -8197 -6161 14933 Passed(41%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 18232 18232 31510 Passed(58%) MID Span 1 under Floor ALTERNATE span loading Live Load DefI(in) 0.181 0.292 Passed(1 777) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.259 0.584 Passed(U541) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria: HIGH(LL:U480,TL:U240).Additional checks follow. -Right Overhang:(1-1-:0.200",TL:2U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 44502 copyright O 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. T:\Mitek42\mitek\Jobs\J44\J44502\BM03.sms 40n BM03 TJ-Beam(TM)6.06 SerialNumber:�7002015566 2 Pcs of 1 3/4" x 16" 1.7E TimberStrand@ LSL User:, Engin Version:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 11' 8.25" 3' 7.75" Max. Vertical Reaction Total (lbs) 5154 13217 Max. Vertical Reaction Live (lbs) 3276 8458 Required Bearing Length in 2.61(W) 6.68(W) Max. Unbraced Length (in) 32 32 110 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 3958 -6161 2983 Max Shear (lbs) 4616 -8197 5020 Member Reaction (lbs) 4616 13217 Support Reaction (lbs) 4651 13217 Moment (Ft-Lbs) 15253 -9151 N/A Live Deflection (in) 0.131 -0.066 Total Deflection (in) 0.209 -0.108 ALTERNATE span loading on odd # spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 4462 -5657 1064 Max Shear (lbs) 5120 -7694 1790 Member Reaction (lbs) 5120 9483 Support Reaction (lbs) 5154 9483 Moment (Ft-Lbs) 18232 -3262 N/A Live Deflection (in) 0.181 -0.154 Total Deflection (in) 0.259 -0.196 ALTERNATE span loading on even # spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 1005 -2748 2983 Max Shear (lbs) 1347 -3474 5020 Member Reaction (lbs) 1347 8494 Support Reaction (lbs) 1372 8494 Moment (Ft-Lbs) 3238 -9151 N/A Live Deflection (in) -0.052 0.088 Total Deflection (in) 0.032 0.046 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 1509 -2244 1064 Max Shear (lbs) 1850 -2970 1790 Member Reaction (lbs) 1850 4760 Support Reaction (lbs) 1878 4760 Moment (Ft-Lbs) 5723 -3262 0 Concentrated live load on overhang(s) , all dead load on span(s) Deflection (in) 0.000 -0.088 All dead load and concentrated live load on overhang(s) , all dead load on span(s) Deflection (in) 0.000 -0.041 All dead load on overhang(s) , all live load on span(s) Deflection (in) 0.157 0.000 PROJECT INFORMATION: OPERATOR INFORMATION: 44502 Copyright O 2003 by Trus Joist, a Weyerhaeuser Business TimberStrands is a registered trademark of Trus Joist. T:\Mitek42\mitek\Jobs\J44\J44502\BM03.sms ken 4 Vim/ BM04 TJ-Beam(TM)6.06 Serial Nummbb'e 7002015566, ` ' 2 Pcs of 1 3/4" x 16" 1.7E TimberStrand@ LSL UserPagel Engin Version:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:20'10" t❑ 2❑ 14'9" Product Diagram is Conceptual'. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead, 135.0 Partition Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 75.0 29.0 1'To 11'6" Adds To F24 Point(lbs) Floor(1.00) 749 281 6-3" - PERP.WALL Uniform(plf) Floor(1.00) 155.0 59.0 14'8"To 20' 10" Adds To F20 Uniform(plf) Floor(1.00) 0.0 250.0 11'6"To 14'8" Adds To STAIRS Uniform(plf) Floor(1.00) 258.0 42.0 0 To 20' 10" Adds To 4th FLOOR SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Timberstrand LSL Beam 3.50" Hanger 3116/1625/0/4741 Custom Detail Custom Accessory 2 Stud wall 3.50" 5.40" 6198/4489/0/10687 Custom Detail Custom Accessory -User specified custom detail for support: 1,2. -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -6188 -5067 14933 Passed(34%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 16917 16917 31510 Passed(54%) MID Span 1 under Floor ALTERNATE span loading Live Load Dell(in) 0.295 0.311 Passed(2U507) Right OH under Floor ALTERNATE span loading Total Load Defl(in) 0.327 0.716 Passed(0526) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:HIGH(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 44502 Copyright O 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand® and TimberStrand4D are registered trademarks of Trus Joist. T:\Mitek42\mitek\Jobs\J44\J44502\BM04.sms �i sQ. ��l BM04 TJ-Beam(T 6.06 Serial Numbec:70 2r01 66 2 Pcs of 1 3/4" x 16" 1.7E TimberStrand® LSL User:, Engin Version:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 14' 3.75" 6' 2.75" Max. Vertical Reaction Total (lbs) 4741 10687 Max. Vertical Reaction Live (lbs) 3116 6198 Required Bearing Length in 1.54(W) 5.40(W) Max. Unbraced Length (in) 32 32 110 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 3237 -5067 3429 Max Shear (lbs) 3979 -6188 4452 Member Reaction (lbs) 3979 10687 Support Reaction (lbs) 4127 10687 Moment (Ft-Lbs) 13258 -14006 N/A Live Deflection (in) 0.132 0.014 Total Deflection (in) 0.224 -0.031 ALTERNATE span loading on odd # spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 3851 -4453 1277 Max Shear (lbs) 4593 -5574 1658 Member Reaction (lbs) 4593 7261 Support Reaction (lbs) 4741 7261 Moment (Ft-Lbs) 16917 -5217 N/A Live Deflection (in) 0.235 -0.281 Total Deflection (in) 0.327 -0.299 ALTERNATE span loading on even # spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 651 -2736 3429 Max Shear (lbs) 949 -3416 4452 Member Reaction (lbs) 949 7915 Support Reaction (lbs) 1005 7915 Moment (Ft-Lbs) 1962 -14006 0 Live Deflection (in) -0.110 0.295 Total Deflection (in) -0.048 0.276 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 1265 -2122 1277 Max Shear (lbs) 1563 -2802 1658 Member Reaction (lbs) 1563 4489 Support Reaction (lbs) 1625 4489 Moment (Ft-Lbs) 5190 -5217 N/A Concentrated live load on overhang(s) , all dead load on span(s) Deflection (in) 0.000 -0.182 All dead load and concentrated live load on overhang(s) , all dead load on span(s) Deflection (in) 0.000 -0.019 All dead load on overhang(s) , all live load on span(s) Deflection (in) 0.182 0.000 PROJECT INFORMATION: OPERATOR INFORMATION: 44502 Copyright O 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand® and TimberStrand® are registered trademarks of Trus Joist. T:\Mitek42\mitek\Jobs\J44\J44502\BM04.sms fl BM05 TJ-Beam( :7002015566 o�6 3 Pcs of 1 3/4" x 16" 1.9E Microllam@ LVL User:Page 1 Engin Version: PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagrarn is Conceptual'. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead, 135.0 Partition Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 665.0 250.0 0 To 6'6" Adds To F14 Point(lbs) Floor(1.00) 3116 1625 7'2" - BM04 Point(lbs) Floor(1.00) 6462 2502 2'6" - BM06 Uniform(plf) Floor(1.00) 0.0 250.0 11'2"To 15'4" Adds To STAIRS SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 5.59" 10859/5731 /0/16590 Custom Detail Custom Accessory 2 Stud wall 3.50" 3.50" 3655/3718/0/7373 Custom Detail Custom Accessory -User specified custom detail for support: 1,2. -Bearing length requirement exceeds input at support(s) 1.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 16402 14757 15960 Passed(92%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 45545 45545 46671 Passed(98%) MID Span 1 under Floor loading Live Load Defl(in) 0.354 0.375 Passed(0508) MID Span 1 under Floor loading Total Load Defl(in) 0.581 0.750 Passed(L/31 0) MID Span 1 under Floor loading -Deflection Criteria:HIGH(LL:L/480,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 44502 Copyright ® 2003 by Trus Joist, a Weyerhaeuser Business Microllama is a registered trademark of Trus Joist. T:\Mitek42\mitek\Jobs\J44\J44502\BM05.sms BM05 TJ-Beam(TM)6.06 Serial�"bep' `r 7002015566 3 Pcs of 1 3/4" x 16" 1.9E Microllam@ LVL UserPaget Engin Version:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 15' 0.00" ^ Max. Vertical Reaction Total (lbs) 16590 7373 Max. Vertical Reaction Live (lbs) 10859 3655 Required Bearing Length in 5.59(W) 2.49(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 14757 -6620 Max Shear (lbs) 16402 -7296 Member Reaction (lbs) 16402 7296 Support Reaction (lbs) 16590 7373 Moment (Ft-Lbs) 45545 Live Deflection (in) 0.354 Total Deflection (in) 0.581 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 5044 -3030 Max Shear (lbs) 5661 -3647 Member Reaction (lbs) 5661 3647 Support Reaction (lbs) 5731 3718 Moment (Ft-Lbs) 17637 PROJECT INFORMATION: OPERATOR INFORMATION: 44502 Copyright C 2003 by Trus Joist, a Weyerhaeuser Business Orollama is a registered trademark of Trus Joist. T:\Mitek42\mitek\Jobs\J44\J44502\BM05.sms lkn BM06 TJ-Beam(TM)6.06 Serial)Numb 2 Pcs of 1 3/4" x 16" 1.7E TimberStrand® LSL Page Engin Version:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagrarn is Conceptual'. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead, 135.0 Partition Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 435.0 163.0 5'4"To 8'11" Adds To F27 Uniform(plf) Floor(1.00) 1363.0 511.0 0 To 8' 11" Replaces F32 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Timberstrand LSL Beam 3.50" Hanger 6462/2504/0/8966 Custom Detail Custom Accessory 2 Stud wall 3.50" 5.08" 7250/2797/0/10047 Custom Detail Custom Accessory -User specified custom detail for support: 1,2. -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -9632 -6001 14933 Passed(40%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 18709 18709 31510 Passed(59%) MID Span 1 under Floor loading Live Load Defl(in) 0.119 0.211 Passed(0856) MID Span 1 under Floor loading Total Load Defl(in) 0.164 0.423 Passed(U618) MID Span 1 under Floor loading -Deflection Criteria: HIGH(LL:U480,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 44502 Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand® and TimberStrand® are registered trademarks of Trus Joist. T:\Mitek42\mitek\Jobs\J44\J44502\BM06.5ms BM06 TJ-Beam(TM)6.065erial vb'e'r:�700020 2 Pcs of 1 3/4" x 16" 1.7E TimberStrand® LSL 4 : Paget Engin Version:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 8' 5.50" ^ Max. Vertical Reaction Total (lbs) 8966 10047 Max. Vertical Reaction Live (lbs) 6462 7250 Required Bearing Length in 2.91M 5.08M Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 5891 -6001 Max Shear (lbs) 8414 -9632 Member Reaction (lbs) 8414 9632 Support Reaction (lbs) 8966 10047 Moment (Ft-Lbs) 18709 Live Deflection (in) 0.119 Total Deflection (in) 0.164 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 1644 -1672 Max Shear (lbs) 2349 -2681 Member Reaction (lbs) 2349 2681 Support Reaction (lbs) 2504 2797 Moment (Ft-Lbs) 5218 PROJECT INFORMATION: OPERATOR INFORMATION: 44502 Copyright O 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand® and TimberStrand® are registered trademarks of Trus Joist. T:\Mitek42\mitek\Jobs\J44\J44502\BM06.sms CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026673 Date 8/15/03 Property Address . . . . . . 2038 BEACH AVE Tenant nbr, name . . . . . . NEW SEWER TAP Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ LAMBERTSON, CHRIS OWNER 77 19TH STREET ATLANTIC BEACH FL 32233 (904) 349-2803 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 7017 . 39 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 7017 .39 7017 . 39 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 7017 .39 7017 .39 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS-ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL c e+e 8/8/2003 Job Cost Details 010 o � 0 Gruhn May , Inc. 6897 Philips Parkway Or.North a` Job Name: 2038 Beach Ave.Sewer Service Jacksonville,Florida 32235 0 A.B.PO N Pending (904)262-9544 Fax 268-0679 G.M.Job* Estimate Atteolion Chris Walker Item Description Oty. UIW Unit Cost Material Equiptnent Hours Rate Total 3 8"hard coupling 2 ea $24.70 $49.40 backhoe 8 $45.00 $360.00 v 8"pipe 13 If $4.03 $52.39 dumptruck 6 535.00 $210.00 8"x V twye 1 ea $31.20 $31.20 wellpoirift 1 $920.00 $920.00 3 "pipe 26 it $3.25 $84.50 $C00 °+ 'cleanout and box 1 es $94.90 $94.90 $0.00 0 °hard plug 1 ea S14.30 $14.30 $0.00 3 wetlpoint sand 1 cy 539.00 $39.00 $0.00 m 1"rock 4 cy S39.00 $156.00 Equip,Total $1,490.00 z ds"lest 1 ea $253.50 $253.50 e $0.00 $0.00 Labor $0.00 $0.00 Regular 20 $190.00 $3,800.00 u z 50.00 $0.00 Overtime $0.00 x $0.00 $0.00 Labor Total $3,600,00 $0.00 $0.00 $0.00 $0.00 Subcontractor $0.00 Materia Total $774.19 ub total $6.290.001 Chris, N This estimate is For installing a new sewer tap and extending the service to the Category Totals o property line and terminating the service with a cleanout and box.As you are Material $775.19 cn aware the main is in the street and 8'deep we will have to wellpoini and cross under Labor $3,$00.00 m HN the wafer maiin and other utiltties so a oonsiderable amount of hand excavaing Equipment $1,490.00 a will be required. Sub. $0.00 Thanks,Gordon Overhead 1;5%'L&E $952.20 Mobilization $0.00 Grand Total x7,017.39 0 C, 0 o State LicenseCUC043134 C 0Af LLgLL�2��: ale 44 !: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 03-00026359 Date 12/03/03 Property Address . . . . . . 2038 BEACH AVE Tenant nbr, name . . . . . . NEW SFR 5485SCHG, 1051RAD Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 580773 Owner Contractor ---- - - - ------ ---------- - ----------- - --- ----- ----- LAMBERTSON, CHRIS ELITE HOMES INC . 77 19TH STREET 77 19TH STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 349-2803 ----------------------------- --------------------------------- -------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor . . TROPIC HEATING & AIR Permit Fee . . . . 159 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ----------- ---- ----- -- --- ------- --------- -- - - -- - -- ---- - -- -------- - -- - ------- Special Notes and Comments CONTRACTOR MAY BEGIN BUT PERMIT IS NOT CONSIDERED APPROVED UNTIL THE FOLLOWING ITEMS ARE SUBMITTED: 1 . PROVIDE CURRENT TOPOGRAPHIC SURVEY WITHIN ONE WEEK. 2 .REVISE PLANS TO SHOW DRAINAGE WITHIN ONE WEEK. 3 . SHOW EROSION AND SEDIMENT CONTROL MEASURES ON PLANS WITHIN ONE WEEK. AND 4 . PROVE RECORDING OF EASEMENT FOR DRAINAGE LINE (OWNERSHIP AND MAINTENANCE) AS SOON AS POSSIBLE .JS Fee summary Charged Paid Credited Due ----------------- ---------- ---------- -- -------- ---------- Permit Fee Total 159 . 00 159 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 159 . 00 159 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Fit Date: 2 3 G Owner of Property:___ChY' N S Job Address:_.2 a 3&- as+m c� F)- v Contractor: S�C„ dF1 C In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed[herein. 1.11. GENERAL INFORMATION A. Typo of beating fuel: B. W;-Ilectric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _,,,,LP —Natural _Central Utility BUILDING OR SITE? y S ❑ Oil ❑ Otho-Specify IF YES,GIVE NUMBER OF CONSTR. CTION IV. PERMIT - 2 MECHANICAL EQUIPMENT TO HENATURE OF WORK INSTALLED W-*' Residential or _ Commercial Q� New Building (Provide complete list of components on back of this form) 0 Existing Building Qr jleat _Space _Recessed 'A Central _Floor 0 Replacement of existing system Air Conditioning: oom of Central New Installation(No system previously imiatled) Cl Duct System. Material,� 0 f Ali hickncss_!. ❑ Extension or add-on to existing system ❑ Refrigeration Maximum capacity 300 c5n C) other-Specify ❑ Cooling tower. Capacity ¢ran ❑ Fire sprial dens: Number of beads THIS SPACE FOR OFFICE USE,ONLY ❑ Elevator: _ ManliR Fscadator (;`lumber) (Received) ❑ Gasoline pumps _ (Number) ❑ Teaks (Number) Remarks ❑ LPG containers (Numbw) CI Boilers pressure vessel Permit Approved by Date ❑ Other Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number units Description Model Number Manufacturer capacity spec ty Approving (Tons) Agency CavnC-VA15A S73k01.9 1 ..5 L „ S S V L 4 Z -� 3 .�. L HEATING-FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving (BT Agency KirrIelv5AM F Zoo 7- .S VL. r r VL N It VL TANKS How Many Nominal Capacity Type Liquid Name of serial Approving And Dimensions Contained Manullicturer No. Agency 2iM Seminele Road•Atlaadc Beaeb,Florida 32233-5445 Pbose:("4)247-5$00 a Fax:(904)247-5345 9 btft--4w"w.cLatlantig_oeuch,ll,w 1/14/413 5�xTM^vM+a yhi 3 City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 . http://www/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) 2 � l ��c f--� 1 �1 DATE b JOB ADDRESS -T�e ece-+ 10c>ieeTr 4 Ccs' 7o A A ttl, A0A,,b,, L),v,t- �0 3 APPLICANT &VP_kS •v.�e2T3w� ADDRESS *"1-7 1c(A StA_u� AtP ..I,: 4L),,rFL 3aa-6`3 PHONE: Q-Zgc-j rA,,T 10D � tA5 mem ure.A J (OT -70A Ar?,1,rnmA"1_ 6.pAc\ 0,,,,�r A)o n 3 LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER ZONING DISTRICT CONTRACTOR = {{a,,,�5 ANG. STATE LICENSE NUMBERC ,13 C._JC C J O ADDRESS -T7 14 ` ST�Rt- _ PHONE 3LJ9-2$C�3 CITY itY[,.1,v b-(- STATE FL ZIP 82-2-33 FAX ,944 1 —o l q6 DESCRIBE PROPOSED USE AND WORK TO BE DONE cod' itJPc:J s�a.n le ; )w �� sE PRESENT USE OF LAND OR BUILDING(S) V,4 C.,aNLt.-r VALUATION OF PROPOSED CONSTRUCTION 245,0C>0 Is this an addition? /VD If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? If yes,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? t]NO. Applicant certifies that no change in site grade or fill material will be used on this project. [ -VES. See StpfF2 below. Approvalof the Public Works epartment is required prior to issuance of a Building Permit. TIBC -, 0,/�Co h,,,t 15.S l.^L f.d , PROCEDURE: n ordOr to expedite issuance permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of 6/18/02 Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach,FL 32233 Telephone:(904)247-5826 10, In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent, including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT AL ORMAT N!OVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER i /DATE• �t v 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. SIGNATURE OF CONTRACTOR DATE v ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME R 15 lig&-e z 13 G v MAILING ADDRESS x'-7'7 III*-P, 6tx-- r¢'fP.a-A7,- Ft- PHONE LPHONE 73 L!,9-Zq0 3 FAX—a q (-O I`{ G E-MAIL 'l-A SWORN AND SUBSCRIBED-BEFORE ME THIS 1�1DAY OF ��?�-3 STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE/4 AS TO OWNER: ❑ Personally known Produced identification Type of identification produced/-��1 ,�S AS TO CONTRACTOR: ❑ Personally known FU Produced identification ; Type of identification produced ' KAREN E.HEA TON � 61MY COMMISSION M CC 8559 6/18/02 EXPIRES;October Sed ThNotaPblic underwriters Map Output Page 1 of 1 JAXGIS Property Information 73, - 2a 2" a 2451 +�4 2456 5 �ti 4 2056 249 ,y 200 2"? '4 , ;t 03 1697010150 'x, 2030 2029 S 'S 5�+ CopyrightiC)2002Ciiy4wfiacknanvill-_FIPE S g Q Total Plat Map Flood # Name Address Value cies Book Panel Legal Descriptions one andUse Zoning T LAMBERTSON BEACH AV 15-93 09-2S-29E .11 1697010150 HRIS 15000 0.11 0000 5534 N ATLANTIC BEACH UNIT NO 3 PT NO 2233 E 100FT OF LOT 70-A http://maps.coj.net/website/DuvalMaps/toolbar.asp 6/23/2003 June 22, 2003 City of Atlantic Beach Don Ford Building Official 800 Seminole Road Atlantic Beach, FL 32233 Dear Mr. Ford, I have enclosed several documents in this folder, which I have worked with you on during the development of this project. 1) The house will be sprinkled with a 13D system to achieve the one-hour fire rating. 2) The property will be enclosed using the plywood sheathing system. The third floor windows that are not accessible by the roof top deck will be impact glass. Thank you for all your help on this project. It is always a pleasure to work with you. If you have any questions, I may be reached at 349-2803. Sincerely, l w Chris Lambertson UJ I DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE -, �, ATLANTIC BEACH,FLORIDA 32233-4318 elliso TELEPHONE:(904)247-5834 !, FAX:(904)247-5843 '., SUNCOM:852-5834 - http://ci.atiantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # ()-�3 .'mow =3`5 J Applicant: �� L- 1Y� Y�I _- � L If t 1-01-0-- Address: -01-Address: 2- `C) � C'�,T ✓ — Project: Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. >4 Your permit application has been reviewed by the Public Works Department and the following items need attention: �. rwvloE Ourcrar roroa-memwic %wver. 2. IfEYIs tF Pl-AUS ro 5140VV -PRAINA&E , 3. PAOV6 9'EC0Rr,>/M6 OF FASEMEAIT i-OP P9'A1A1A6E ZINE,. (OWNFeSHiP 4 MA/a/rEN41VC6) 4. .S#tW rhos 104 CV 'MT (2wrm. *60tAers o v 71,qs oNyie�cr6t f�trA K . �. Ccynyer^�crtio+� w G'�ri,s fumba.�+son ���► fibs dale. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Robert S. Kosoy, P.E.,Director of Public Works �r DateZ17 O Signature Contractor Notified Date ' : , CITY OF ATLANTIC BEACH S 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 J v INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026672 Date 8/14/03 Property Address . . . . . . 2038 BEACH AVE Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------- ----- LAMBERTSON, CHRIS OWNER 77 19TH STREET ATLANTIC BEACH FL 32233 (904) 349-2803 ---------------------------------------------------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 8/14/03 Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments THIS IS A REVISED PERMIT - REMOVE 31 . 3 " OF OAK TO BE MITIGATED WITH 39 . 5" OF OAK ON SITE. THE APPLICANT IS TO PROVIDE THE CITY WITH AN UPDATED TREE SURVEY. Fee summary Charged Paid Credited Due ----------------- ------ ---- -- -------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Chock Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICHARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 4 Minutes of Tree Conservation Board August 13,2003 Page 3 5. Old Business 1) East 100 feet of Lot 70A,North Atlantic Beach,Unit No.3 (2038 Beach Avenue): Board Member Shaughnessy advised that the applicant was able to save the secondary dune thereby saving the trees on the dune. Therefore, she stated that the original permit indicating 57.2"of oak to be removed needed to be revised to reflect 31.25"of oak to be removed. The applicant's letter indicated that he would like to mitigate the 31.25" of oak with 39.5" of oak on site. A motion was made by Board Member Permenter,seconded by Board Member Shaughnessy,and unanimously carried to issue a revised permit to remove 31.3"of oak to be mitigated with 39.5"of oak on site. The applicant is to provide the city with an updated tree survey. 7. Reports and Announcements Chair Mears stated that she called the Department of Forestry to determine the process to declare a"champion"tree. She stated that a"champion"tree was determined by several criteria. In addition, she advised that there are only 20 "champion"trees in the state of Florida because a "champion"tree is a phenomenon,not a 36"oak. However, she stated that she found a designation of"challenger"which would fit the category of a 36"oak. Chair Mears suggested that the board look to change the ordinance to include a designation of"challenger"tree. Board Member Permenter suggested that Chair Mears put this in writing so that it could be submitted to the Commission. 8. Adiournment There being no other business or discussion, the meeting was adjourned at 8;05 p.m. Barbara Mears, Chair y August 1, 2003 City of Atlantic Beach Don Ford Building Official 800 Seminole Road Atlantic Beach, FL 32233 Dear Don, I would like to amend my tree permit. My tree permit was issued for"Remove 57.2"of oak to be mitigated with 11.1" of oak on site, 17.5"of oak to be planted on site and a 10" palm to be transplanted to another location on site". Since this approval, I was able to revise my plan and save the secondary dune. On this dune were four oak trees that were planned for removal; 6.5", 6.5", 6.5" and 6.4" for a total of 25.9". I also removed a 5.7' oak that was used for mitigation on the north side of the property. In the process of saving the Dune there were trees that were saved that can now be used as mitigation. These trees include: 5.1"oak, 4.8"oak, 4.8"oak, 5.4"oak, 5.1"oak, 4.8"oak, 4.1"oak. I have now removed (57.2"-25.9")=31.3"of oak, mitigated (11.1"-5.7"=5.4") +(5.1"+4.8"+4.8"+5.4"+5.1"+4.8"+4.1")=39.5"of oak. The total removal is 31.3" and the mitigation is 39.5". Therefore, I would like to revise my tree permit. Based upon my calculations, I would not be required to plant any additional trees. Figuring this out is harder than my statistics classes so please check my math. I would like to thank you and the tree board for assisting me in saving the secondary dune on this property. I think it has improved the project and the appearance of Atlantic Beach. If I need to do anything further, please call me at 349-2803. Sincerely, al4L-� Chris Lambertson 'tV �ef;�,? CVe 1 3 r too K �D be rn 7 6- c w ` 07- oa )c oma. s °°' :�. �..•,� USS(Q+� `' CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All ant)licationK must be Submitted with coven (7) copieg and received by S PM on the Frid2v ten (10)daysRrior to the scheduled meeting in order to be paced on the a=enA "INCOMPLETE APP Z ,&TIONS OR INACCURATELY MA1 KKK SITES WILL NOT � ROC�SSED. � APPLICANT NAME ADDRESS TELEPHONE 2. WO of for A, Wil , U,u.,i 3 ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: 601v' TF 2. ckli � ojc— New 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES K9-'0).NOT SURE 5. PROPERTY ZONING: ESIDENTIAI. COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECTRES i DIAMETER MITIGATION OFFICE USE ONTLY l� EXT. ©A �k K akk s AAL oA c $.6 x 1 ©A cl y 'Diamc cr at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumferenee and divide by 3.14. Diameter of multi-mucked tress is determined by adding together the diatnctcr of mch trunk as m=urcd immediatc)y above the forks. # 1�P,vo-k5 Gv ' R, Sec attached dix rjxLm for determination of interior And cltcriorzonm w 7. SITE pL_4NrMEE SURVEY indicating: a) Location of topogaphy features such as hills and Iow eats. b) Existing and proposed structtiu•es. _ _ _ c) Location of all trees with Diameter az Breast Height of six inches or more.••' " d) Trre species and sizes. e) ,Tries to be removed should be clearly marked with an f), Trees to be preserved on-siu for mitigation must be marked with brackets g) Location,size and species of any proposed new replocemcm u=marked with a circle"O". h) Location of utilities and eascmenu as applicable. I) Location of trees to be preserved on-site with barricading nota. E. oN-Srm REQUIREMENTS: . a) All trees identified for.removal MUST be marked on-site by RED flaking, paint or tape. b) All trees to be preserved.on-site for mitigation MUST be marked with BLUE flagging,paint or tape. e) The front property comers must br marked by stakes oz paint indicating the Lot 9• * PI COMPLETE APPLICATIONS OR.TNACCURATELY U&EI ED SITES WILL NOTBE PROCESSED. 1 HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11, TREE PROTECTION,AND ALL OTHER A2PLICABLE CODES AND ORMANCES..OF THE CODE OF ORDINANCES OF ATLA1,MC BEACH. • �� � � �n tom`' • . • . tis $ C D= .O�nei s Signature Dau CITY USE ONLY: Tree Conservation Board Chaiiperson Date a MENS fW-LO `, m �9iPp� ` 5254 60 u " W LJ a t PSP/ -'" t991 �2• Zai 9 / DZod ,z.,v 'fi. i H z amTJ,� Sl �C 9t s!• W � 28t •C\C�O W .• ' -Z 0,(. :91 /�t�S�s9152 N 9 « 17 8 l IIEp a m 6 sl 8 !t 9' i i-. 8 ZZJ Z• t 18 p Q 9l i. zx N 0�=o� t � t s ' t !t ��• �"-' � REcOCATF ^ Z. O61 � � -J/ tW i p =zo V.S. a 4a�cy- 0 � y o 0 co t o N I o 0) ��� 5 �" set m .6 OA ZTk tik M o a J l 6t • l D a 8 CA E� o z tet ao " —,a`-� O W al Q LTRuNL • O n ` .. r. .. N 2P_ D. �- �} 1 0• W t 5t91 s• t tt zZ QQ I W UJo W 5.g _ It �' tt Ft. 4 • . N> 3 t zt F- 3 [ �8• 8' ZN !Z! tj � !• Zp. t � i rcm J E � • t TOA 6 �1 • t � 1p• zW S z 0 DAC N I r 1 � Ju � t t s 2 • t ry � 6� �t / �� elk Z" 16 0 oZ W � o russ russ ype ty y L 0- ATLANTIC A536520 T J44502 CJ1 ROOF TRUSS 6 1 foptionaD Builders i,stS.urce, Jacksonville, FL., Mi ek Industr2QJ IncS 1 s Oct 17 2001 Mi ek Industries, Inc. Thu Jun 05 16:40:22 2003 Page 1 2-0 0 1-0-0 2-0-0 1-0-0 C Scale = 1:7.1 6.00 F12 B oco D 4 = COO A 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (]oc) I/def] PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.00 B >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.11 A-B >225 BOLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 7 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (]b/size) C=-98/Mechanical, B=27710-3-8, D=14/Mechanical Max Horz B=159(load case 4) Max UpliftC=-98(load case 1), B=-609(load case 4) Max Grav C=317(load case 4), B=277(load case 1), D=14(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD A-13=48, B-C=-73 BOT CHORD B-D=0 NOTES 1►This truss has been designed for the wind loads generated by 120 mph winds at 36 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist, they are not exposed to wind. D increase is 2) Provide mechanical connection (by others ) oft ussltoeribearing plate capable of withstanding 98 Ib uplift at `0� joint C and 609 Ib uplift at joint B. �stF1 �.► LOAD CASE(S) Standard ATE of June 9,2003 Job russ russ Type ty y NORTH ATLANTIC BEA F-7 A536521 J44502 CJ3 ROOF TRUSS 6 1 (optional) Builders FirstSource, Jacksonville, FL., MiTek Industr201 IncSR1 s Oct 17 2001 Mi ek Industries, Inc. Thu Jun 05 16:40:23 20 3 Page 1 -2-0-0 i 3-0-0 2-0-0 3-0-0 C Scale = 1:11.0 6.00 12 000 co B D A 4 — o� 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) -0.00 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.21 A-B >128 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=28/Mechanical, B=284/0-3-8, D=42/Mechanical Max Horz B=21 1(load case 4) Max UpliftC=-122(load case 5), B=-424(load case 4) Max Grav C=47(load case 4), B=284(load case 1), D=42(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD A-13=49, B-C=-58 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 36 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 igilslulurb�t 2) at joint C mechanical chanicand 11b connec ft i joint others ) of truss to bearing plate capable of withstanding 122 Ib uplift V. LOAD CASE(S) Standard A. V �6 s TE of els, 48 SI Jrr!�rainitfxhtl+� June 9,2003 Job russ russ ype ty ly 0 ATLANTIC BEACH A536522 J44502 CJ5 ROOF TRUSS 2 1 (optional) Builders FirstSource, Jacksonville, FL., MiTek Industrl-9J 1ncSR1 s ct 1 7 2001 MiTek industries, Inc. Thu Jun 05 16:40:24 2003 Page 1 -2-0-0 5-0-0 i 2-0-0 5-0-0 C Scale = 1:14.9 6.00 12 00 N B D A 2x4 - 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) -0.03 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.22 A-B >121 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/def] = 240 Weight: 19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=102/Mechanical, B=348/0-3-8, D=72/Mechanical Max Horz B=276(load case 5) Max UpliftC=-244(load case 5), B=-390(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=49, B-C=35 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 36 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 21 Provide d at joint C an3901lb uplift connecat joint Bthers) of truss to bearing plate capable of withstanding 244 Ib uplift LOAD CASE(S) Standard ti� t I�q�� Ar ATROF www: June 9,2003 o russ russ ype ty y 0- A A A536523 J44502 EJ5 ROOF TRUSS 2 1 (optional) udders irstSource, Jacksonville, L., Mi ek Industria In 1 s ct 17 001 iTek Industries, Inc. hu Jun 0 16:40:24 20 3 Page 1 -2-0-0 5-0-0 ~- 2-0-0 5-0.0 C Scale = 1:14.9 6.00 12 B D A x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) -0.03 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.22 A-B >121 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=102/Mechanical, B=348/0-3-8, D=72/Mechanical Max Horz B=275(load case 5) Max UpliftC=-244(load case 5), B=-390(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-13=49, B-C=35 BOT CHORD 13-13=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 36 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 244 Ib uplift tioltt �lltllJfitdfitfi�i� at joint C and 390 Ib uplift at joint B. a���`, CE A. IFI LOAD CASE(S) Standard Z EOF fi/rl rr�f�'f+ltt!:3!kdlYl4�;t54ti�t�k��\\ June 9,2003 Job russ runs Type ty y L -3 NORTH ATLANTIC BEACH A536524 J44502 EJ68 ROOF TRUSS 8 1 (optional) Builders FirstSource, Jacksonville, FL., MiTe InduArQaa IncSR1 s Ort 17 2001 Mi ek Industries, Inc. Thu Jun 05 16:40:2 2003 Page 1 2-0-0 6-8-0 2-0-0 6-8-0 C Scale = 1:18.2 6.00 12 C? B D A 4 = 6-8-0 6-8-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) -0.09 B-D >902 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.25 Vert(TL) 0.42 A-B >63 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 25 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=154/Mechanical, B=411/0-3-8, D=97/Mechanical Max Horz B=354(load case 5) Max UpliftC=-338(load case 5), B=-387(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=49, B-C=55 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 36 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2► Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 338 Ib uplift 17 11 at joint C and 387 Ib uplift at joint B. Ntti u •�(;'Fr A. 'lair LOAD CASE(S) Standard IFI r rfr t 5 ,ATE OF ED "trry mnlom"" June 9,2003 =J44502 russ russ ype ty Iy H A LA A HA536S25 EJ68B ROOF TRUSS 5 1 (o tional) Builders FirstSource, Jacksonville, FL., MiTek Industr a IncS 1 s ct 1 2001 MiTek Industries, Inc. Thu Jun 05 16:40: 6 2003 Page 1 6-8-0 6-8-0 2x4 II Scale = 1:19.0 C B 6.00 12 2x4 = 2 1 6-8-0 6-8-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) -0.08 A-D >956 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.12 A-D >638 BCLL 10.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.00 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 26 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=266/Mechanical, D=365/0-4-0 Max Horz A=310(load case 4) Max UpliftA=-1 54(load case 4), D=-398(load case 4) FORCES IN - First Load Case Only TOP CHORD A-13=62, B-C=-7 BOT CHORD A-D=O WEBS B-D=-270 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 36 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed towind. The lumber 1t411M1l+ll+++,qyr increase is 1.60 21 Provide mechanical Dconnect on (by others) of tOL increase is 1.60, and russ ssltoebearriing plate capable of withstanding 154 Ib uplift A,.t��`` at joint A and 398 Ib uplift at joint D. w` 3) Special hanger(s) or connection(s) required to support concentrated load(s) 84.O1b down and 74.1 lb up at 6-8-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. l * LOAD CASE(S) Standard �E � —» 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 .f5j'I~0i Uniform Loads (plf) Vert: A-C=-54.0, A-D=-30.0 tj (7R1 ConcentrartB8 d Loads 0b) 'rrirrS ti�ti<•` {rtta�xa�+INtth�ttt. June 9,2003 0 Truss russ ype ty ly -3 NORTH ATLANTICBEACH A536526 J44502 EJ68C ROOF TRUSS 1 1 loptionall Builders First ource, Jacksonville, L., MiTek In ustr@0]In R1 sOct 17 2001 MiTek Industries, Inc. hu Jun 05 16:40:28 2003 Page 1 6-8-0 6-8-0 2x4 II Scale = 1:17.2 E D 6.00 12 2x4 11 C 2x4 II B A a 0 6 2x4 2x4 II 2x4 II 2x4 II 6-8-0 6-8-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.11 Verl(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.00 E >999 BCLL 10.0 Rep Stress Incr NO WB 0.09 Horz(TL) 0.00 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 28 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=120/6-8-0, F=-19/6-8-0, H=276/6-8-0, 1=336/6-8-0, G=164/6-8-0 Max Horz A=279(load case 4) Max UpliftF=-19(load case 1), H=-293(load case 4), 1=-346(load case 4), G=-119(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=64, B-C=47, C-D=27, D-E=-14 BOT CHORD A-1=0, H-1=0, G-H=0, F-G=0 WEBS C-H=-222, B-1=-266, D-G=-112 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 36 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end tl/ttt}tuir�ut#if verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to �k`t�t lt��lkl, wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 ���`ti ' A 110 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the ` face), see MiTek "Standard Gable End Detail" G � z�����ca 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. — 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 Ib uplift at joint F, 293 Ib uplift at joint H, 346 Ib uplift at joint I and 119 Ib uplift at joint G. 1C — 6) The building designer is responsible for the design of the roof and ceiling diaphragms, gable and shear walls, r, ATEOF , 4 and supporting shear walls. Shear walls must provide continuous lateral restraint of the gable end. All �V connections to be designed by the building designer. ED rf� t171tlt ` �`� LOAD CASE(S) Standard June 9,2003 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-F=-30.0, A-E 114.0 Job russ russ ype ty y L 0- ATLANTIC A H A536527 J44502 F38 ROOF TRUSS 6 1 (o tional) Builders irstSource, Jacksonville, L., MiTek Industr201 IncSR1 s ct 1 001 M1 ek Industries, Inc. Thu Jun 0 16:40:29 2003 Page 1 X3=4--5 10-1-4 13-9-2 17-5 0 21-0-14 24-8-12 31-5-11 34-10-0 3-4-5 6-8-15 3-7-14 3-7-14 3-7-14 3-7-14 6-8-15 3-4-5 Scale = 1:61.5 THIS TRUSS IS NOT DESIGNED TO SUPPORT LOADS FROM CONVENTIONAL FRAMING. 0.23 12 5x5 = 4x5 = 4x5 = 2x4 II 4x5 = 5x8 4x5 = 2x4 II 4x5 = 4x5 = 5x5 = c� A B C D E F G H ! J rl K V U T S R Q P 0 N M L 3x4 II 5x5 = 4x5 = 4x10 = 4x5 = 5x5 = 4x5 = 4x10 = 4x5 = 5x5 = 3x4 II 34-9-0 10-2-$ Loading has been calculated per plans. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. 34-10-0 0-(-8 3-4-5 1 10-1-4 13-9-2 17-5-0 21-0-14 24-8-12 31-5-11 1 34-918 0-0-83-3-13 6.8-15 3-7-14 3-7-14 3-7-14 3-7-14 6-8-15 3-3-130-0-8 0-1-121, [U:0-2-8,0-2-41 LOADING (psf) SPACING 1-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.96 Vert(LL) -0.36 R-S >821 M1120 249/190 TCDL 20.0 Lumber Increase 1.00 BC 0.88 Vert(TL) -0.54 R-S >547 BCLL 10.0 Rep Stress Incr NO WB 0.87 Horz(TL) 0.06 0 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 600 Weight: 190 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.1 D TOP CHORD Sheathed or 4-0-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 4-6-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) V=765/0-5-8, L=-11/0-5-8, 0=1830/0-3-8 Max Horz V=-30(load case 2) Max UpliftV=-379(load case 2), L=-145(load case 6), 0=-760(load case 3) Max Grav V=765(load case 1), L=128(load case 7), 0=1830(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-V=-694, A-B=-2246, B-C=-3480, C-D=-3829, D-E=-3830, E-F=-3166, F-G=382, G-H=3209, H-1=3214, I-J=1765, J-K=462, K-L=32 BOT CHORD U-V=386, T-U=2242, S-T=3478, R-S=3164, Q-R=1777, P-Q=1777, O-P=-380, N-O=-1763, M-N=-460, L-M=-6 WEBS A-U=1908, B-U=-445, B-T=1277, D-S=-233, E-R=-377, F-R=1451, F-Q=59, F-P=-2257 P8E S 115 1 , K-M=-467, I-N=357, J N=-1347, CT -274, C-S=363, 69G-0=2944Y`ytti�"ytitt � t�+rtrriyJ�z�/ ��i NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 36 ft above ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an 7 occupancy category II, condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end Z — verticals exist,they are exposed to wind. If cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is S ATE OF 1.60 3) Provide adequate drainage to prevent water ponding. �'�rt OR1�P 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 Ib uplift at joint V, 145 Ib uplift at joint L and 760 Ib uplift at joint 0. �+irrla,,+olxi 'g;,ttis"tki"" June 9,2003 LOAD CASE(S) Standard �Fj--5- russ Truss Type ty y 0- N H A I A H F40 ROOF TRUSS 12 1 (optional) A536528 Builders FirstSource, Jacksonville, FL., MiTek In ustr�a n R1 s ct 17 2001 MiTek Industries, Inc. Thu Jun 05 16:40:30 03 Page 1 4-4-11 8-5-13 12-7-0 17-5-0 26-4-3 30-5-5 34-10-0 4-4-11 4-1-2 4-1-3 4-10-0 8-11-3 4-1-3 4-4-11 Scale = 1:61.5 0.23 12 = 5x5 = 4x5 = 4x5 = 5x14 2x4 II 2x4 II 4x5 = 4x5 = c� A B C D E F G 5x5 = r1 H I R Q P 0 N M L K J 3x4 II 5x5 = 4x5 = 5x8 = 5x5 = 5x8 = 4x5 = 5x5 = 3x4 II 34-9-0 Loading has been calculated per plans. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. 0-Q-8 4-4-11 8-5-13 12-7-0 17-5-0 21-11-8 22-p-0 26-4-3 } 30-5-5 34-9-8 34- 0-0 0-0-8 4-4-3 4-1-2 4-1-3 4-10-0 4-6-8 0-0-8 4-4-3 4-1-3 4-4-3 0-0-8 Plate sets ) 0 , [M:0-4-0,0-2-41, [N:0-2-8,0-3-01, [0:0-4-0,0-2-4), [Q:0-2-8,0-2-01 LOADING (psf) SPACING 1-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.85 Vert(LL) -0.32 0-P >826 M1120 249/190 TCDL 20.0 Lumber Increase 1.00 BC 0.79 Vert(TL) -0.48 O-P >551 BCLL 10.0 Rep Stress Incr NO WB 0.82 Horz(TL) 0.04 M n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 600 Weight: 162 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D TOP CHORD Sheathed or 3-6-13 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-4-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt E-M REACTIONS (lb/size) R=692/0-6-0, J=223/0-6-0, M=1669/0-3-8 Max Horz R=-32(load case 2) Max UpliftR=-343(load case 2), J=-155(load case 5), M=-619(load case 3) Max Grav R=693(load case 6), J=313(load case 7), M=1669(load case 1) FORCES 0b) - First Load Case Only TOP CHORD A-R=-621, A-B=-2296, B-C=-3045, C-D=-2556, D-E=-2556, E-F=2349, F-G=2350, G-H=653, H-1=-358, I-J=-182 BOT CHORD Q-R=304, P-Q=2293, O-P=3042, N-0=700, M-N=700, L-M=-650, K-L=355, J-K=141 WEBS A-Q=2031, B-Q=-400, B-P=770, C-P=-110, C-0=-505, D-0=-270, E-0=1910, E-N=40, E-M=-3141, F-M=-341, G-M=-1750, G-L=261, H-L=-1032, H-K=7, I-K=219 NOTES �ti��tiry��tt+tlurttrrrs�r��ir,, 11 This truss has been checked for unbalanced loading conditions. �s�\ ,A 2)This truss has been designed for the wind loads generated by 120 mph winds at 36 ft above ground level �✓ , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category Il, condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is . 1.60 3) Provide adequate drainage to prevent water ponding. Fk il ATE OF 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 343 Ib uplift r ¢< at joint R, 155 Ib uplift at joint J and 619 Ib uplift at joint M. I !/� GL ti LOAD CASE(S) Standard F+i'�!!ilitlSst•tttitY��;`�,� June 9,2003 Jo Truss ru ype Qty Py H A LA I A IJ44502 F40A ROOF TRUSS 1 4 A536629 to tional) Builders first ource, Jacksonville, FL., MiTek Industr�a In R1 OOct 17 2001 MT ek Industries, Inc. Thu Jun 05 16:40:32 2003 Page 1 4-4-11 8-5-13 11-4-0 12-7-Q 17-5-0 26-4-3 30-5-5 34-10-0 4-4-11 4-1-2 2-10-3 1.3-0 4-10-0 8-11-3 4-1-3 4-4-11 Scale = 1:61.5 0.23 T2' 5x14 = 5x6 = 4x5 = 4x5 = 2x4 II 2x4 II 4x5 = 4x5 = A B C S D E F G 4x5 = ..1 H I N R Q P 0 N M L K J 3x4 II 6x8 = 4x5 = 6x8 = 35x o 5x8 = 4x5 = 4x5 = 2x4 II 0-Q-8 4-4-11 8 5-13 _12-7-0 17-5-0 21-11-8 22-0-0 26-4-3 30-5-5 34-9-8 34-10-0 0-0-8 4-4-3 4-1-2 4-1-3 4-10-0 4-6-8 0-0-8 4-4-3 4-1-3 4-4-3 0-0-8 ate sets -0, 8 , 1 4- 2-1 ,0-2- LOADING (psf) SPACING 1-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.97 Vert(LL) 0.40 O-P >660 M1120 249/190 TCDL 20.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.48 O-P >553 BCLL 10.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.04 M n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 600 Weight: 646 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, WEBS 2 X 4 SYP No.3 *Except* Except: A-R 2 X 4 SYP No.213 6-0-0 oc bracing: L-M,K-L. REACTIONS (Ib/size) R=2827/0-6-0, J=479/0-6-0, M=5398/0-3-8 Max Horz R=32(load case 3) Max UpliftR=-2001(load case 5), J=-520(load case 5), M=-4041(load case 5) Max Grav R=2828(load case 6), J=568(load case 7), M=5398(load case 1) FORCES (Ib) - First Load Case Only TOPCHORD A-R=-2627, A-B=-9311, B-C=-12231, C-S=-9671, D-S=-9651, D-E=-9668, E-F=8353, F-G=8356, G-H=3115, H-1=-369, I-J=-425 BOT CHORD Q-R=1271, P-Q=9295, O-P=12218, N-0=2251, M-N=2251, L-M=-3107, K-L=360, J-K=348 WEBS A-Q=8197, B-Q=-1813, B-P=3002, C-P=-601, C-0=-2642, D-0=-1137, E-0=7634, E-N=-32, E-M=-10922, F-M=-1127, G-M=-5403, G-L=758, H-L=-3561, H-K=38, lti���teltit1V11in�1+tr++lr/j��� I-K=13 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 36 ft above ground level is , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end a verticals exist,they are exposed to wind. If cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is S ATE O 1.60 , 3) Provide adequate drainage to prevent water ponding. 4.C OR1��` 4► Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2001 lb uplift 1�1r� at joint R, 520 Ib uplift at joint J and 4041 Ib uplift at joint M. it 5) 4-ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4- 2 rows at 0-7-0 oc as each layer is applied. June 9,2003 Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc as each layer is applied. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc as each layer is applied. Continued on page 2 Job russ russ ype ty Py A LAN A J44502 F40A ROOF TRUSS 1 4 A536�29 o tial) uilders FirstSource, Jacksonville, FL., Mi ek In ustrMl IncSR1 s Oct 17 2001 Mi ek Industtnes,onInc. hu Jun 05 16:40:32 2003 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: A-S=-300.0, I-S=-199.0, J-R=-15.0 Concentrated Loads (lb) Vert: S=-204.0 Job russ russ ype ty ly 0 ATLANTIC A H A536530 IJ44502 HJ5 ROOF TRUSS 2 1 to tional) Builders FirstSource, Jacksonville, FL., Mi ek IndustrW3 IncSR1 s ct 17 2001 Mi ek Industries, Inc. hu Jun 05 16:4 :33 2003 Page 1 -2-9-15 3-9-6 7-0-14 2-9-15 3-9-6 3-3-8 Scale 1 6 Attach scab with a double row of 0.131"x3" nails spaced 8'' o.c. staggered 4". Refer to drawing CNNAILSP1299 for additional nail spacing information. 3x4 �t 4.24 12 a �' k X51 " B ,4 � b F E A 3x4 = 4 = 3-9-6 7-0-14 3-9-6 3-3-8 ate sets 0-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.10 B-F >834 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.32 Vert(TL) 0.34 A-B >109 BCLL 10.0 Rep Stress Incr NO WB 0.07 Horz(TL) -0.00 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 471b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 LBR SCAB A-D 2 X 4 SYP X No.21D one side REACTIONS (Ib/size) D=140/Mechanical, B=379/0-4-15, E=162/Mechanical Max Horz 8=303(1oad case 2) Max Uplift D=-2340oad case 3), B=-550(load case 2), E=-64(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=50, B-C=-144, C-D=37 BOT CHORD B-F=96, E-F=0 WEBS C-F=-105 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 36 ft above ground level using 0cchord nload and 5.0 bbottomchord the zone on an occupancy category 1, condition I enclosed uildin9, with exPsure C ASCE 7-98 FBC2001Ifend ,�y�tir���};sty 0 verticals or cantilevers exist,they are not exposed to wind. If porches exist, they are not exposed to 10 wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 Al 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 234 Ib uplift Cs" at joint D, 550 Ib uplift at joint B and 64 Ib uplift at joint E. LOAD CASE(S) Standard f �` 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 r'��{, TE Of Uniform Loads (plf) r%r '�* .�� g1�7' Vert: 4 0 Trapezoidal L ads (pIf Vert: B=-2.8-to-D=-95.5, B=0.0-to-E=-53.0 June 9,2003 obTruss russ ype Qty ly 0 ATLANTIC B A A536631 J44502 HJ6 ROOF TRUSS 1 1 (optional) Builders first ource, Jacksonville, L., MiTek Industr20J In 1 s Oct 1 2001 MiTek Industries, Inc. Thu Jun 0 16:40:34 2003 Page 1 -2-9-15 5-0-0 9-5-2 2-9-15 5-0-0 4-5-2 Scale = 1p2 5 Attach scab with a double row of 0.131"x3" nails spaced 8'' o.c. staggered 4". Refer to drawing CNNAILSP1299 for additional nail spacing information. 3x4 4.24 12 C - r� B A G F E® s x6 2x4 II 3x4 = 5-0-0 9-5-2 5-0-0 4-5-2 Plate OffsetsIB:0-2-4,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.05 F-G >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.40 Vert(TL) 0.30 A-B >124 BCLL 10.0 Rep Stress Incr NO WB 0.24 Horz(TL) -0.01 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 62 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. WEBS 2 X 4 SYP No.3 LBR SCAB A-D 2 X 4 SYP X No.213 one side REACTIONS (Ib/size) D=218/Mechanical, B=505/0-4-15, E=364/Mechanical Max Horz B=463(load case 2) Max Uplift D=-398(load case 5), B=-605(load case 2), E=-198(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD A-13=50, B-C=-669, C-D=55 BOT CHORD B-G=599, F-G=599, E-F=0 WEBS C-F=-658, C-G=199 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 36 ft above ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an *ti�t��tttt�Nlartt�trxr��r��„ occupancy category II, condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end �0}``� SCE verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to �.�`� 1; wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 y �iFI �� 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 398 Ib uplift .J at joint D, 605 Ib uplift at joint B and 198 Ib uplift at joint E. LOAD CASE(S) Standard 5 � � 1► Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4 0 Trapezoidal Loads (plfED Vert: B=-2.8-to-D=-127.3, B=0.0-to-E=-70.7 r"f7tr1t0-11€t544Fsttst�`l�� June 9,2003 ob Truss Truss ype ty Ply 0- N HA A I B A A5365,32 J44502 T01 MONO TRUSS 6 1 (optional) Builders first ource, Jacksonville, L., Mi ek Indus2rW)In R1 s Oct 17 2001 Mi ek Industries, Inc. hu Jun 05 16:40:35 2003 Page 1 -2-0-0 7-8-10 14-10-12 I — 2-0-0 7-8-10 7-2-2 3x6 II Scale = 1:41.7 THIS TRUSS IS NOT DESIGNED TO D SUPPORT LOADS FROM CONVENTIONAL FRAMING. 6.00 12 3x4 C M B Simpson HUS26 into 0 A Ledger by others. 3x4 F E 2x4 II 3x4 - 7-8-10 14-10-12 7-8-10 7-2-2 Plate Offsets ): LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) -0.10 B-F >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.14 B-F >999 BCLL 10.0 Rep Stress Incr YES WB 0.84 Horz(TL) -0.02 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 781b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-E REACTIONS (lb/size) 8=742/0-3-8, E=604/Mechanical Recommended hanger connection based on manufacturer Max Horz B=82811oad case 4) tested capacities and nail calculations. Conditions may Max UpliftB=-658(load case 4►, E=-693(load case 41 exist that require different connections than indicated. FORCES (lb) - First Load Case Only Refer to manufacturer publication for additional information. TOP CHORD A-B=49, B-C=-845, GD=-125, D-E=-151 BOT CHORD B-F=677, E-F=677 WEBS C-F=255, C-E=-745 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 36 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category Il, condition 1 enclosed building, with exposure C ASCE 7-98 per FBC2001 If end ttlti;t{ 11�11t�`srt verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 ,Nx� $� A iyrrrr 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 658 Ib uplift at joint B and 693 Ib uplift at joint E. T� LOAD CASSIS) Standard tiC � OR ED June 9,2003 obTruss Truss Type 711'7(.pti.n.1) 0- N H A LAA536533T02 ROOF TRUSS Builders First Source, Jacksonville, FL., Mi ek IndustrM1 IncSR1—sOct 17 2001 Mi ek ndustries, Inc. Thu Jun 0-5--16--.4-()--.-3-6--2-003 Page 1 �0-0 7-7-4 14-8-0 20-9-12 26-11-8 2-0-0 7-7-4 7-0-12 6-1-12 6-1-12 4x10 Scale = 1:53.7 - THIS TRUSS IS NOT DESIGNED TO 2x4 II 3x4 - SUPPORT LOADS FROM CONVENTIONAL D E F FRAMING. 6.00 12 3x4 C cn m r� B OA R6 = K J I H G 2x4 II 3x4 = 3x8 = 2x4 if 3x4 = 7-7-4 1 14-8-0 20-9-12 26-11-8 7-7-4 7-0-12 6-1-12 6-1-12 Plate Offsets ): :0- LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LU 0.14 B-K >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.18 B-K >999 BCLL 10.0 Rep Stress Incr YES WB 0.83 Horz(TL) -0.05 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 162 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-10-3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-H, F-H, F-G REACTIONS (Ib/size) B=1244/0-3-8, G=1115/0-3-8 Max Horz B=826(load case 4) Max UpliftB=-1 174(load case 4), G=-1070(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-13=49, B-C=-1941, C-D=-1236, D-E=-741, E-F=-741 BOT CHORD B-K=1651, J-K=1651, I-J=1651, H-1=1035, G-H=0 WEBS C-K=250, C-I=-710, D-1=522, D-H=-459, E-H=-361, F-H=1176, F-G=-1042 NOTES 1)This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 36 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on ant�stiltitina+l�j+irgr1 occupancy category II, condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end ;l��� C� A. verticals or cantilevers exist, they are not exposed to wind. If porches exist,they are not exposed to �.N wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 'CIF1 P t f 31 Provide adequate drainage to prevent water ponding. ti 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1174 Ib uplift +� at joint B and 1070 Ib uplift at joint G. LOAD CASE(S) Standard g A1 {� ? 1 ktlilS. June 9,2003 Jo russ russ ype ty y A AN IBEACH A536534 J445 22 T03 ROOF TRUSS 1 1 (optional) Builders HrstSource, Jacksonville, FL., MiTek IndustrM)I i R1 s Oct 17 2001 MiTek Incustries, Inc. hu Jun 05 16:40:37 2003 Page 1 -2-0-0 6-7-4 12-8-0 - 19-9-12 26-11-8 2-0-0 6-7-4 6-0-12 7-1-12 7-1-12 Scale = 1:51.5 4x10 = 2x4 II 3x4 = D E F 6.00 12 3x4 C ro ro cc M B OA 3x6 = K J I H G 2x4 II 3x4 = 3x8 = 2x4 II 3x4 = 6-7-4 12-8-0 19-9-12 26-11-8 6-7-4 6-0-12 7-1-12 7-1-12 Plate Offsets ( -2-0 , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) 0.14 J-K >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.13 H-J >999 BCLL 10.0 Rep Stress Incr YES WB 0.78 Horz(TL) -0.05 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 155 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-1 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 4-11-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-H, F-H REACTIONS (Ib/size) B=1244/0-3-8, G=1115/0-3-8 Max Horz B=732(Ioad case 4) Max UpliftB=-1198(load case 4), G=-1046(load case 4) FORCES (Ib)- First Load Case Only TOP CHORD A-13=49, B-C=-1981, C-D=-1404, D-E=-968, E-F=-968 BOT CHORD B-K=1692, J-K=1692, I-J=1200, H-1=1200, G-H=0 WEBS C-K=204, C-J=-570, D-J=460, D-H=-312, E-H=-436, F-H=1310, F-G=-1032 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 36 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an �ticMttitt�tamlr+r�rirrljr� occupancy category II, condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end `� e�Cf, A. verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to }��` r •iP' wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 r 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1198 Ib uplift t at joint B and 1046 Ib uplift at joint G. y LOAD CASE(S) Standard 5 ATE OF,�,�cl �� ��,, June 9,2003 ob russ Truss ype ty y L 3 N LANTI BEACH A536B35 444502 T04 ROOF TRUSS 1 1 (optional) Builders FirstSource, Jacksonville, FL., MiTek IndustrlZ01 IncSR1 s ct 17 2001 Mi ek Industries, Inc. Thu Jun 05 16:40:39 2003 Page 1 -2-0-0� 5-7-4 10-8-0 15-9-12 1 21-9-12 26-11_� 2-0-0 5-7-4 5-0-12 5-1-12 6-0-0 5-1-12 Scale = 1:51.5 4x6 = 3x4 = 3x4 = 2x4 II D E F G 6.00 12 3x4 C ro M B pA 3x6 = L K J I H 2x4 II 3x8 = 3x4 = 3x4 = 3x4 = 5-7-4 10-8-0 18-9-12 26-11-8 5-7-4 5-0-12 8-1-12 8-1-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.14 K-L >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.19 H-1 >999 BCLL 10.0 Rep Stress Incr YES WB 0.51 Horz(TL) -0.06 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 151 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 4-5-11 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt F-H REACTIONS (lb/size) B=1244/0-3-8, H=1115/0-3-8 Max Horz B=638(load case 4) Max UpliftB=-1219(load case 4►, H=-1025(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=49, B-C=-2016, C-D=-1565, D-E=-1355, E-F=-1177, F-G=0 BOT CHORD B-L=1730, K-L=1730, J-K=1347, I-J=1347, H-1=852 WEBS C-L=149, C-K=-440, D-K=401, E-K=11, E-1=-350, F-1=668, F-H=-1253, G-H=-102 NOTES 1) This truss has been checked for unbalanced loading conditions. 2► This truss has been designed for the wind loads generated by 120 mph winds at 36 ft above ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on anti++Etitit�{t1�111t��`rfit��f occupancy category 11, condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 ` 3) Provide adequate drainage to prevent water ponding. 4► Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1219 Ib uplift at joint B and 1025 Ib uplift at joint H. *# LOAD CASE(S) Standard 71� 5 ATE OF R. � W R1 June 9,2003 ob russ russ ype Qty Ply 0- H A LA I A A536536 J44502 T05 ROOF TRUSS 1 1 (optional) Builders irstSource, Jacksonville, L., MiTek Indust—,IncSR1 s ct 1 2001 Mi ek Industries, Inc. hu Jun 05 16:40:40 2003 Page 1 F-2-0-0 4-7-4 1 8-8-0 14-9-12 1 20-9-12 1 26-11-8 2-0-0 4-7-4 4-0-12 6-1-12 6-0-0 6-1-12 Scale = 1:51.5 4x6 = 3x4 = 3x4 = 2x4 II D E F G 6.00 12 2x4 C r' a m B 6A 3x6 K J I H 3x8 = 3x4 = 3x4 = 3x4 = 8-8-0 17-9-12 26-11-8 8-8-0 9-1-12 9-1-12 ate sets :0- - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP. TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) -0.21 H-1 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.31 H-1 >999 BCLL 10.0 Rep Stress Incr YES WB 0.62 Horz(TL) -0.07 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 141 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-6-9 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt F-H REACTIONS (Ib/size) B=1244/0-3-8, H=1115/0-3-8 Max Horz B=544(load case 4) Max UpliftB=-1236(load case 4), H=-1008(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=49, B-C=-1967, C-D=-1752, D-E=-1543, E-F=-1551, F-G=0 BOT CHORD B-K=1708, J-K=1695, I-J=1695, H-1=1 199 WEBS C-K=-203, D-K=470, E-K=-189, E-1=-255,F-I=624, F-H=-1486, G-H=-130 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 36 ft above ground level �ti1�t�firilatrr�t using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end ���� (`, A. uziz�� verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to tip` ' JFJ '"yr wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 q- 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1236 Ib uplift at joint B and 1008 Ib uplift at joint H. – V # LOAD CASE(S) Standard the �M) k r;1,rh7r�:a!�FY�tl 97tir9tt�`� June 9,2003 Job russ cuss Type Qty y L 0-3 N A A A J44502 T06 ROOF TRUSS 1 1 A536537 (optional) Builders irst ource, Jacksonville, FL., MiTek Industria IncSR1 s ct 17 200 MiTek Industries, Inc. Thu Jun M 16:40:41 2003 Page 1 2-0-0 3 7-4 6-8-0 11-8-0 16-8-0 21-11-8 26-11-8 2-0-0 3-7-4 3-0-12 5-0-0 5-0-0 5-3-8 5-0-0 Scale = 1:51,5 7x14 MI120H = 3x6 II 4x6 = 5x8 = 3x6 Il 4x6 = 6.0012 D E F G H I 3x4 C M Cl) B OA 5x6 = P O N M L K J 2x4 II 5x5 = 3x8 = 5x6 5x14 = 3x4 II 2x4 11 1 3-7-4 6-8-0 11-8-0 16-8-0 21-11-8 26-11-8 3-7-4 3-0-12 5-0-0 5-0-0 5-3-8 5-0-0 ate sets 1: -2-9 , - 1 -4-0, -1 0-1-1 1 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.37 M-N >865 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.30 M-N >999 M1120H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.85 Horz(TL) -0.09 J n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 1901b LUMBER BRACING TOP CHORD 2 X 6 SYP No.1 D *Except* TOP CHORD Sheathed or 3-0-0 oc purlins. A-D 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-10-2 oc bracing. BOT CHORD 2 X 6 SYP No.1D WEBS 1 Row at midpt G-K, I-K WEBS 2 X 4 SYP No.3 *Except* I-K 2 X 6 SYP No.1 D REACTIONS (Ib/size) B=2268/0-3-8, J=2331/0-3-8 Max Horz B=441(load case 4) Max UpliftB=-2395(load case 4),J=-2359(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=52, B-C=-4217, C-D=-4213, D-E=-4928, E-F=-4926, F-G=-4926, G-H=-3066, H-1=-3066 BOT CHORD B-P=3711, 0-P=3711, N-0=3812, M-N=4626, L-M=4626, K-L=4626, J-K=0 WEBS C-P=-97, C-0=77, D-0=767, D-N=1318, E-N=-603, G-N=357, G-M=288, G-K=-1856, H-K=-624, I-J=-2202, I-K=3649 �,�tt�111�1l5111t1 IJt+ritfrlfirJrr NOTES ,�ti A. 1)This truss has been checked for unbalanced loading conditions. �� Q 2) This truss has been designed for the wind loads generated by 120 mph winds at 36 ft above ground level �:0 ✓ , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category ll, condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end ~ t verticals or cantilevers exist,they are not exposed to wind. if porches exist,they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are M1120 plates unless otherwise indicated. r` ATE OF 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2395 Ib uplift at joint B and 2359 Ib uplift at joint J. 1,CtRI ' 6) Girder carries hip end with 6-8-0 end setback �pfrtt''f11t0:Yi 1it:lltittt����\�� June 9,2003 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: A-D=-54.0, D-I=-110.3, 6-0=-30.0, J-0=-61.3 Continued on page 2 ob russ Truss ype ty ly L 0-3 H ATLANTIC A A536537 J44502 T06 ROOF TRUSS 1 1 (optional) Builders First ource, Jacksonville, FL., Mi I ek IndustrR01 IncSR1 s Oct 17 2001 MiTek Industries, Inc. Thu Jun 05 16:40:41 2003 Page 2 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 0=-482.2 JobrT uss russ ype ty Ply 0 NORTH ATLBEACH J44502 T07 ROOF TRUSS 1 2 A5365'38 (optional) Builders FirstSource, Jacksonville, FL., MiTek Industr281 IncSR1 s 0ct 1 2001 MiTek Industries, Inc. Thu Jun 05 16:40:42 2003 Page 1 3-8-0 6-0-0 8-4-0 12-0-0 14-0-0 3-8-0 2-4-0 2-4-0 3-8-0 2-0-0 Scale = 1:23.4 4x5 = C 6.00 12 2x4 2x4 5, D B A E 0 G F 3x4 3x8 = 3x4 4-2-3 + 7-9-13 12-0-0 4-2-3 3-7-11 4-2-3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.04 A-G >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.22 Vert(TL) -0.04 A-G >999 BCLL 10.0 Rep Stress Incr NO WB 0.21 Horz(TL) -0.01 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 127 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=1265/0-3-8, E=1407/0-3-8 Max Horz A=-262(load case 5) Max UpliftA=-984(load case 4), E=-1293(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=-1802, B-C=-1638, C-D=-1636, D-E=-1791, E-F=52 BOT CHORD A-G=1590, E-G=1574 WEBS B-G=-189, C-G 1311, D-G=-169 NOTES 11 This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 36 ft above ground level ,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end t�01utt1ilrrrrf verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to ,00%lto A wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 ���� + F. A. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 Ib uplift �I I at joint A and 1293 Ib uplift at joint E. 4) Girder carries tie-in span(s): 6-4-10 from 0-0-0 to 12-0-0 ,t 5) 2-ply truss to be connected together with 0.131"x3" Nails as follows: = Top chords connected as follows: 2 X 4- 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6- 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. S ATE OFLOAD CASE(S) z ,t3R T'��y�C`3, '' rd 1) Regular: Lumber aaIncrease=1.25, Plate Increase=1.25 'fZ's;"'lam-"` Uniform Loads (plf) f°i�t106111ett''t'�ti�t Vert: A-C=-54.0, C-F=-54.0, A-E=-164.1 June 9,2003 JobTruss Truss Type ty ly LO 0-3 N RTH ATLANTIC A A5365.39 J44502 T08 ROOF TRUSS 1 1 (optional) Builders First Source, Jacksonville, L., MiTek Industr201 IncSR1 s Oct 17 2001 MiTek Industries, Inc. Thu Jun 05 16:40:43 2003 Page 1 2-0-0 5-0-0 7-0-0 12-0-0 14-0-0� 2-0-0 5-0-0 2-0-0 5-0-0 2-0-0 Scale = 1:27.5 4x10 = 4x5 = C D 6.00 12 ch o_ N B E �a 0 0 F A x4 = H C' 3x = 2x4 II 3x4 = 5-0-0 7-0-0 12-0-0 5-0-0 2-0-0 5-0-0 Plate Offsets ): :0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.05 G-H >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) 0.11 E-F >239 BCLL 10.0 Rep Stress Incr NO WB 0.14 Horz(TL) -0.02 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 55 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=910/0-3-8, E=910/0-3-8 Max Horz B=195(load case 4) Max UpliftB=-1003(load case 4), E=-963(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A-B=49, B-C=-1308, C-D=-1126, D-E=-1311, E-F=49 BOT CHORD B-H=1103, G-H=1 123, E-G=1 106 WEBS C-H=359, C-G=6, D-G=361 NOTES 1)This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 36 ft above ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on ant����4tttri�urulttarr�It. occupancy category II, condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end k�@l -t� OE A. Jz'(i�f verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. fid' r 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1003 Ib uplift ZZ Z! 1 at joint B and 963 Ib uplift at joint E. 5) Girder carries hip end with 5-0-0 end setback 5 ATE OF IV R,~ LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 tFY99l1�St1��'t �A Uniform Loads (plf) June 9,2003 Vert: A-C=-54.0, C-D=-90.6, D-F=-54.0, B-H=-30.0, G-H=-50.3, E-G=-30.0 Concentrated Loads (lb) Vert: H=-245.0 G=-245.0 ob russ I russ I ype ty y � LOT 70-3 NORTH ATLANTIC A A536540 J44502F F34 FLOOR 7 1 toptional) Builders FirstSource, Jacksonville, FL., MiTek Industr2oa In R1 s nrt 17 2001 MiTek Industries, Inc. Thu Jun 05 16:40:56 2003 Page 1 i 1-3-0 i 1-5-S_l Scale = 1:18.8 3x6 = 3x4 = 3x4 = 1x3 II 3x4 = 3x6 = A B C D E F 1-5-8 L K J 13x4 = H Nx II 3x4 = 3x4 = 1x3 II 3x4 = x II r 5-4-8 1 6-10-0 10-11-8 � 10-11-8 Plate Offsets ): :0-1-8, dge , - ge , ge,0-1-8 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.04 J >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.05 J-K >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 360 Weight: 59 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) M=393/0-3-0, G=393/0-3-0 FORCES (Ib) - First Load Case Only TOP CHORD A-M=-388, F-G=-384, A-B=-365, B-C=-787, C-D=-848, D-E=-848, E-F=-354 BOT CHORD L-M=0, K-L=685, J-K=848, I-J=848, H-1=676, G-H=0 WEBS C-J=-49, D-1=-101, A-L=485, B-L=-446, B-K=141, F-H=471, E-H=-449, E-1=233, C-K=-83 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 44t�5111t1t �r 10, A LOAD CASE(S) Standard `� + IFI i 7 * - p S A `. June 9,2003 =J44502F russ russ ype ty y FPioE A A B AA536541 F34A FLOOR 1 1 all Builders FirstSource, Jacksonville, L., MiTek IndustrV01 IncSR1 s ct 17 2001 MiTek Industries, Inc. Thu Jun 05 16:40:57 2003 Page 1 Scale = 1:18.8 1x3 II 3x6 = 1 x3 II 1 x3 11 1x3 11 1 x3 11 1 x3 11 1 x3 11 1 x3 11 3x6 = A B C D E F G H I J Li j 0 7-1 17 1- 3x4 11 3x4 = 1 x3 11 1 x3 11 1x3 11 1 x3 11 1x3 11 3x4 = 3x4 11 1x3 II 10-11-8 10-11-8 Plate Offsets ( ): [T:Edge,0-1-81 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 56 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.21D TOP CHORD Sheathed or 10-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, WEBS 4 X 2 SYP No.3 Except: OTHERS 4 X 2 SYP No.3 10-0-0 oc bracing: S-T,K-L. REACTIONS (Ib/size) T=33/10-11-8, K=33/10-11-8, L=106/10-11-8, M=96/10-11-8, N=101/10-11-8, 0=57/10-11-8, S=106/10-11-8, R=96/10-11-8, Q=101/10-11-8, P=57/10-11-8 FORCES (lb) - First Load Case Only TOP CHORD A-T=-30, J-K=-30, A-B=2, B-C=2, C-D=2, D-E=2, E-F=2, F-G=2, G-H=2, H-1=2, I-J=2 BOT CHORD S-T=-0, R-S=-2, Q-R=-2, P-Q=-2, O-P=-2, N-0=-2, M-N=-2, L-M=-2, K-L=0 WEBS 1-L=-95, H-M=-87, G-N=-92, F-0=-52, B-S=-95, C-R=-87, D-Q=-92, E-P=-52, A-S=-2, J-L=-2 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Gable requires continuous bottom chord bearing. 01�tt144i1g11�1i��t+ +tf�tl�f�� 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). �0 ��� A_ r�i�i 4) Gable studs spaced at 1-4-0 oc. Q`� - Aq �'' 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d IFI nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. C CO LOAD CASE(S) Standard f * M S ATE OF a June 9,2003 �J4450217 ob russ russ ype Qty ly 0 N H A L AA5365A2 F35 FLOOR 3 1 (optional) Builders irstSource, Jacksonville, FL., MiTek IndustrR01 IncSR1 s Oct 17 2001 Mi ek Industries, Inc. Thu Jun 05 16:40:58 2003 Page 1 F 1-3-0 1-10-4 Scale = 1:11.2 1x3 = 1x3 = 3x6 II 3x6 II 3x6 II 3x6 II A B C D Ei T� 0 1-10-4 FEE I H G F 3x4 = 3x4 = 1x3 II 2-10-8 4-8-12 6-4-4 6-4-4 ate Offsets - - ge LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.12 Vert(LL) -0.02 G >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.15 Vert(TL) -0.02 G >999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 47 Ib LUMBER BRACING TOP CHORD 4 X2 SYP No.21D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 1=224/0-3-8, E=224/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD A-1=-224, D-E=-236, A-B=-131, B-C=-219, C-D=-219 BOT CHORD H-I=-O, G-H=219, F-G=219, E-F=0 WEBS A-H=190, D-F=312, B-H=-134, B-G=-38, C-F=-168 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ����tit,�yYtfi@tI7111ttttryt�fl� LOAD CASE(S) Standard t��� !✓ A, u�4if IF 5 ATE OF ti OR fix''flaYP!:t!-I wSM1w4ttS'tt� June 9,2003 Job uss Truss Type ty ly NORTH A LAN BEACH 136 11OOR J44a A536543 o Builders FirstSource, Jacksonville, FL., MiTek IndustrMl IncSR1 s Oct 17 2001 Mi ek In ustries, Inc. Thu Jun 05 16:40:58 2003 Page 1 1-3-0 1-5-4 Scale = 1:11.1 1 x3 11 3x4 = A 3x6 = B C 3x4 = D 1x3 = J 0 Nl� F-T- co 1-5-4 I H G F Simpson THA422 into 3x4 = 1 x3 II 3x4 = Beam by others. 3x4 - 1-7-8 3-0-12 5-11-4 5-11-4 Plate Offsets -1- ge , jD:0-1-8,F dgel LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.02 G >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.17 Vert(TL) -0.02 G >999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 360 Weight: 381b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 5-11-4 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 Recommended hanger connection based on manufacturer REACTIONS (Ib/size) 1=209lMechanical, E=204/0-3-8 tested capacities and nail calculations. Conditions may exist that require different connections than indicated. FORCES (lb) - First Load Case Only Refer to manufacturer publication for additional information. TOP CHORD A-1=-224, E-J=-206, D-J=-206, A-B=-186, B-C=-186, C-D=-116 BOT CHORD H-1=-0, G-H=186, F-G=186, E-F=8 WEBS A-H=272, D-F=166, B-H=-130, C-G=-59, C-F=-107 NOTES 1)This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ti��vt�tttet�tmtrttwrlrljr� LOAD CASE(S) Standard y��` Ly*r'S A. uf�iiz� A'T'E OF ED \\�� June 9,2003 Jo russ russ ype ty P y L -3 NORTH ATLANTICBEACH A5365t14 J44502F F37 FLOOR 11 1 (optional) uilders First ource, Jacksonville, FL., MiTek Industr201 In R1 s Oct 17 2001 MiTek Industries, Inc. Thu Jun 05 16:40:59 2003 Page 1 1-3-0I 1-10-4 3x4 = Scale = 1:10.8 1x3 = 1x3 11 1 x3 11 3x6 = A B C D Lj I 0 C? —/ G F 3x4 = E 3x4 — Simpson THA422 into Beam by others. 3x4 — 1-7-8 3-5-12 5-1-4 5-1-4 late sets 0- ge -1-8 ge _ LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) -0.00 G >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.03 Vert(TL) -0.00 G >999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 331b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 5-1-4 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 Recommended hanger connection based on manufacturer REACTIONS (Ib/size) H=174/0-3-8, E=178/Mechanical tested capacities and nail calculations. Conditions may exist that require different connections than indicated. FORCES (lb) - First Load Case Only Refer to manufacturer publication for additional information. TOP CHORD H-1=-170, A-1=-170, D-E=-174, A-B=-130, B-C=-130, C-D=-130 BOT CHORD G-H=7, F-G=130, E-F=0 WEBS A-G=185, D-F=191, B-G=-125, C-F=-128 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ��y�lt4titNN171tfll�jrgtl/j��i LOAD CASE(S) Standard `�`��tZSC+ A• .aiy�,fi IFI s �nit t June 9,2003 oTruss russ Type ty Ply - N RTH ATLANTIC BE A536545 J44502F F37A FLOOR 1 1 (optional) Builders vst ource, Jacksonville, FL., MiTek IndustrQ01 IncSR1 s Oct 17 2001 MiTek Industries, Inc. Thu Jun 05 16:41:00 2003 Page 1 1x3 11 1 x3 11 3x6 = Scale = 1:10.1 A 3x6 = B1x3 II C D E Ll 0 ao F11 F-/ I 3x4 II 3x4 = 1x3 II 3x4 - 3x4 II 5-1-4 5-1-4 Plate Offsets J:E dge,0-181 - LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.04 Vert(LL) n/a n/a MII20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 35 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 5-1-4 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) J=31/5-1-4, F=31/5-1-4, 1=105/5-1-4, G=105/5-1-4, H=84/5-1-4 FORCES (lb) - First Load Case Only TOP CHORD A-J=-28, E-F=-28, A-B=3, B-C=3, C-D=3, D-E=3 BOT CHORD I-J=-O, H-1=-3, G-H=-3, F-G=0 WEBS B-1=-92, D-G=-92, C-H=-77, A-1=-5, E-G=-5 NOTES 1)This truss has been checked for unbalanced loading conditions. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. `\ti11ti}t11fiIMtfiltbtttrlf4 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d y.�``� 1yGE A. A,// 4� nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. * + TFI rry� LOAD CASE(S) Standard _ t y � S ATE OF �!a frll�ttd:al:f!fid15!•1�}}155t'•1i June 9,2003 "v�� `$ 56 TJ-Beam(TM)6.06 Serial Number:700201555666 2 Pcs of 1 3/4" x 16" 1.7E TimberStrand® LSL " Page Engine Version:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED ap ; { Product Diagram is{Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead, 135.0 Partition Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 182.0 69.0 7'To 14'8" Adds To STAIRS Uniform(plf) Floor(1.00) 152.0 57.0 0 To 7' Adds To F36 Uniform(plf) Floor(1.00) 134.0 50.0 0 To 14'8" Replaces F37 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift[Total 1 Stud wall 3.50" 3.50" 2156/939/0/3096 Custom Detail Custom Accessory 2 Stud wall 3.50" 3.50" 2268/984/0/3253 Custom Detail Custom Accessory -User specified custom detail for support: 1,2. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -3177 -2517 14933 Passed(17%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 11145 11145 31510 Passed(35%) MID Span 1 under Floor loading Live Load DefI(in) 0.160 0.358 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.230 0.717 Passed(L/749) MID Span 1 under Floor loading -Deflection Criteria:HIGH(LL:U480,TL:L/240). -Bracing(Lu):All compression edges(top and bottom) must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 44502 Copyright O 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. T:\Mitek42\mitek\Jobs\J44\J44502\BMO1.sms n BM01 TJ•Beam(TM)`6.06Serial,= 2' 015566 2 Pcs of 1 3/4" x 16" 1.7E TimberStrand@ LSL User:, Engin Version: THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 14' 4.00" ^ Max. Vertical Reaction Total (lbs) 3096 3253 Max. Vertical Reaction Live (lbs) 2156 2268 Required Bearing Length in 1.57(W) 1.64(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 2428 -2517 Max Shear (lbs) 3027 -3177 Member Reaction (lbs) 3027 3177 Support Reaction (lbs) 3096 3253 Moment (Ft-Lbs) 11145 Live Deflection (in) 0.160 Total Deflection (in) 0.230 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 736 -762 Max Shear (lbs) 919 -962 Member Reaction (lbs) 919 962 Support Reaction (lbs) 939 984 Moment (Ft-Lbs) 3377 PROJECT INFORMATION: OPERATOR INFORMATION: 44502 Copyright O 2003 by Trus Joist, a Weyerhaeuser Business Timber5tr and® is a registered trademark of Trus Joist. T:\Mitek42\mitek\Jobs\J44\J44502\BM01.sms ♦,� BM02 ®� 'Ok! TJ-Beam(TM)6.06Seria_Nu�``'�`o 2 PCs of 1 3/4" x 16" 1.7E TimberStrand® LSL Page Engin Version:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED 2❑ Product Diagrani is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead, 135.0 Partition Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 216.0 87.0 0 To 6'5" Adds To T01 SUPPORTS: . Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 821 /818/0/1639 Custom Detail Custom Accessory 2 Stud wall 3.50" 3.50" 821 /818/0/1639 Custom Detail Custom Accessory -User specified custom detail for support: 1,2. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1554 -809 18667 Passed(4%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 2363 2363 39388 Passed(6%) MID Span 1 under Roof loading Live Load DefI(in) 0.007 0.152 Passed(U999+) MID Span 1 under Roof loading Total Load Defl(in) 0.013 0.304 Passed(U999+) MID Span 1 under Roof loading -Deflection Criteria:HIGH(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom) must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). T,1 warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 44502 Copyright O 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. T:\Mitek42\mitek\Jobs\J44\J44502\BM02.sms tenBM02 TJ-Beam(TM)6.06 Serial Nu'mbe`� rr:7 02-, 01511566 2 Pcs of 1 3/4" x 16" 1.7E TimberStrand@ LSL User:, Engin Version:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 6- 1.00" Max. Vertical Reaction Total (lbs) 1639 1639 Max. Vertical Reaction Live (lbs) 821 821 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 467 -467 Max Shear (lbs) 897 -897 Member Reaction (lbs) 897 897 Support Reaction (lbs) 946 946 Moment (Ft-Lbs) 1364 Live Deflection (in) 0.001 Total Deflection (in) 0.008 Loading on all spans, LDF = 1.25 Dead + Floor + Roof Design Shear (lbs) 809 -809 Max Shear (lbs) 1554 -1554 Member Reaction (lbs) 1554 1554 Support Reaction (lbs) 1639 1639 Moment (Ft-Lbs) 2363 Live Deflection (in) 0.007 Total Deflection (in) 0.013 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 404 -404 Max Shear (lbs) 775 -775 Member Reaction (lbs) 775 775 Support Reaction (lbs) 818 818 Moment (Ft-Lbs) 1179 PROJECT INFORMATION: OPERATOR INFORMATION: 44502 Copyright O 2003 by Trus Joist, a Weyerhaeuser Business TimberStrando is a registered trademark of Trus Joist. T:\Mitek42\mitek\Jobs\J44\J44502\BM02.sms CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 6/24/04 Parcel Number . . . . . - - - Property Address . . . 2038 BEACH AVE ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . Contractor . . . . . . ELITE HOMES INC. Application number 03-00026359 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . _ Occupancy type . . . . Flood Zone . . . . . . Approved � Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: �- Contractor Name: ,.<� Permit #: ` Property Address: Legal Description: 6f L'01 qoA Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: ¢ ingle-FamilyResident - Commercial - Other: Lowest Floor Elevation: Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. --------- Public --Public Works —�, S�' c Planning Dept. i Z7_7-67`/_ --a Building Dept. L L Final Survey with FFE Yes No All Re-Inspect Fees Paid Yes No Knight Electric, LLC 90811t' Ave South Jacksonville Beach, Fl 32250 ER#13012523 904-247-9884 Fx: 904-247-9843 May 12, 2004 City of Atlantic Beach 800 Seminole Road Atlantic Beach,FL 32233 Knight Electric,LLC will hold the City of Atlantic Beach harmless for early power to 2038 Beach Ave,Atlantic Beach. Please call our office if you have any questions reguarding this matter. -2, Steve Knight Its: President k , ars• `'�°' ° S, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD _._ ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026359 Date 5/10/04 Property Address . . . . . 2038 BEACH AVE Tenant nbr, name . . . . . . NEW SFR 5485SCHG, 1051RAD Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 580773 Owner Contractor ---------------- -------- ------------------------ ELITE HOMES INC. 77 19TH STREET ATLANTIC BEACH FL 32233 --------------- --------------------------- --------- ------------------------- Permit ELECTRICAL PERMIT Additional desc NEW ELECTRIC SERVICE Sub Contractor KNIGHT ELECTRIC LLC Permit Fee . . . . 165 . 00 Plan Check Fee . 00 Issue Date . . . . 5/07/04 Valuation . . . . 0 Expiration Date . . 11/03/04 ---------------- ------------------------------- ----------------------------- Special Notes and Comments CONTRACTOR MAY BEGIN BUT PERMIT IS NOT CONSIDERED APPROVED UNTIL THE FOLLOWING ITEMS ARE SUBMITTED: 1 . PROVIDE CURRENT TOPOGRAPHIC SURVEY WITHIN ONE WEEK. 2 .REVISE PLANS TO SHOW DRAINAGE WITHIN ONE WEEK. 3 . SHOW EROSION AND SEDIMENT CONTROL MEASURES ON PLANS WITHIN ONE WEEK. AND 4 . PROVE RECORDING OF EASEMENT FOR DRAINAGE LINE (OWNERSHIP AND MAINTENANCE) AS SOON AS POSSIBLE.JS NEW ELEC SERVICE : 300AMP, 1PH, 3W, 220/11A VOLT, 2 " RACEWAY Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 165 . 00 165 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 165 . 00 165 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT-AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 1 BUILDING OFFICIAL ELECTRICAL PERMIT APPLICATION, Owner: .__ �_!- ° _ _--_ _ 'relephonr qFN Contractor: L Telephone Contractor :Address: qb�� U�� Ha.x #: aq-7' /8q J !S1 LAXSti1fSCrilillRl UI iTtl ti 11Pt;tt C{N �Oln VIC �k ork iccorrthmCC with the attached Finns and specitocati(n. which art, a t)art }tert!,otand in accorktwCe 4 th the t':s� nt Ailarwc (iw:JU' -Ir.iti mice ani,uin ar!>of gcunl practicc liste(l therein. B11 1 8 Type: -1 1 railer Se Bu ing: 11 u t+in ,}nnc on ht%b nl lmn uY C1h' CI(��t2CC Temp. W q Ile-ita the hutl lit) Coni mci ;?SC i'i nun�tnh 4 kc wire \dclM01) Sq l't _. i J tteE�.sir (>�sedu ts�t t rt 'viPS (a(} ('< PPFR ' 41.t NII'N I i Sv'' Swtt��t nr 226 v KAC I f)1eakC1 rl"trS 60 }'I( } vistist Service Sipe AMPS P}; 1 ,11 'eeders' Nt). SITE: ti(_t t tlf,h[i4t'�, Osfitct� CONCE.A1_,ED C)PE N R `a'ts Ie i,'ONL KA ED (}}'E N ,z"tn av,tt�s 3t ;m) �Nfps 5w`iiChe� I ruuj C3CPnt c 'sP ltxn�t TRANSFER _ __ . Ii }1RA..1:.1\(i �unuitu>nin � COMP. tilO i t>R O I'I"ii K MO I ORS : '..MPS riI :11 \1 )tors E -I I i.I'. C)}.1.1(.iE PH NO OVER i }{ Tranatt�rmers N0, KVA Tram, :a. Sign '10 0"�ellnneuus 800 Seminole Road • .Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fux: '904) 247.5845 • httl>:.''„wM.I'i.�illdfl tic tJCn lt.ll.it!S � s CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD } ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026550 Date 7/23/03 Property Address . . . . . . 2038 BEACH AVE Tenant nbr, name . . . . . . TEMP, 50AMP, 1PH, 3W, 220V Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 �—) PC Owner Contractor ------------------------ ------------------------ LAMBERTSON, CHRIS KNIGHT ELECTRIC LLC 77 19TH STREET 172 CANAL BOULEVARD ATLANTIC BEACH FL 32233 PONTE VEDRA FL 32082 (904) 349-2803 (904) 273-6969 ------------ ---- -------------------------- ----- ---- ------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . 0 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 r BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 1! r l Jry J v��} Zvi CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION To THE CHIEF ELECTRICAL INSPECTOR: DATE: 7Z/ 1063- IMPORTANT NOTICE.: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL CONTRACTOR: )r,(/,. ,r cycin(e c U-(, MASTER ELECTRICIANS SIGNATURE:/ �4'-7 .51 OWNER OF PROPERTY:� L ✓7� AM ��v -- — ----^�-T --'---- JOB ADDRESS: ,Pt'�c�� Ate— RES.( ) APT.( ) COMM.( ) PUBLIC( ) INDUS.( } NEW( ) OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.(te-�SIGNS( ) — SQ. FT. SERVICE: NEW INCREASE( ) REPAIR( ) CONDUCTOR SIZE AMPS: COPPER( ) ALUM. FEES SWITCH OR BREAKER1//� W AMPS `ZV�` IL ,� PH LT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY I FEEDERS NO. SIZE NO. SIZE NO, SIZE I LIGHTING OUTLETS CONCEALED OPEN TOTAL j RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 3 1.100 AMPS SWITCHES INCANDESCENT FLOURESCENT& M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATINGCEIL. KW-HEAT CONDITIONING COMP. MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS t UNDER 600V OVER 600V TRANSFORMERS: NO. IKVA NO. IKVA NO.NEON TRANSF. NO I VA I MA I MOTOR SIZE SWITCH FLASHER`S EACH SIGN 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl.us RPviced 01/17/01 aq HP OfficeW K Series K80 Log for Persa of Printer/Fax/Copier/Scanner Information Systems 247-5845 Jul 28 2003 8:09am Last Transaction Date Time Twe Identification Duration Pages Result Jul 28 8:08am Fax Sent 96657372 0:36 1 OK �} CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD .* ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026359 Date 1/05/04 Property Address . . . . . . 2038 BEACH AVE Tenant nbr, name . . . . . . NEW SFR 5485SCHG, 1051RAD Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 580773 Owner Contractor -------------- ---------- - ------------- ------ ---- ELITE HOMES INC. 77 19TH STREET ATLANTIC BEACH FL 32233 ----------------------------------------------------------- -- ---------- ----- Permit . . . . . . MECHANICAL PERMIT Additional desc GAS PIPING Sub Contractor PROGASCO, CORP. Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments CONTRACTOR MAY BEGIN BUT PERMIT IS NOT CONSIDERED APPROVED UNTIL THE FOLLOWING ITEMS ARE SUBMITTED: 1 . PROVIDE CURRENT TOPOGRAPHIC SURVEY WITHIN ONE WEEK. 2 .REVISE PLANS TO SHOW DRAINAGE WITHIN ONE WEEK. 3 . SHOW EROSION AND SEDIMENT CONTROL MEASURES ON PLANS WITHIN ONE WEEK. AND 4 . PROVE RECORDING OF EASEMENT FOR DRAINAGE LINE (OWNERSHIP AND MAINTENANCE) AS SOON AS POSSIBLE.JS Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- -------- -- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL s CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION rJf3� Date: 4/6/03 Property Address: Owner: X1 P: U Telephone#: Contractor: -S CICO Telephone #: 7 21 -,5'4/=31 Contractor Address: Fax#: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach 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: ❑ Electric � ❑ Gas: SLP Natural _Central Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat —Space _Recessed _Central —Floor &---Residential LlAir Conditioning: _Room _Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfm ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm ❑ Fire Sprinklers:Number of Heads ❑ Existing Building ❑ Elevator: _— Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) i / ❑ Tanks (Number) b---New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers Ar—Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency All HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial 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://www.ci.atiantic-beach.fl.us