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1613 Atlantic Beach Dr 2014 new home Jr3 CITY OF ATLANTIC BEACH l 800 SEMINOLE ROAD r s) ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 14-00001248 Date 9/02/14 Property Address . . . . . . 1613 ATLANTIC BEACH DR Application type description RIGHT-OF-WAY PERMIT Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 0 ------------------------------------------------------------------------ Application desc DRIVEWAY NEW HOME ---------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- RIVERSIDE HOMES RIVERSIDE HOMES OF N FL 414 OLD HARD RD STE 502 414 OLD HARD RD STE 502 ORANGE PARK FL 32003 ORANGE PARK FL 32003 (904) 449-1650 ------------------------------------------------------------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/01/15 ----------------------------------------------------------------- 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 . Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. ----------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 00 ENG REV BLDG MOD OR ROW 50 . 00 STATE DBPR SURCHARGE 2 . 00 UTIL REV MODIF OR ROW 25 . 00 ------------------------------------------------------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- -------- Permit Fee Total 35 . 0000__ 35 . 0 0 00 . 000 . 00 PERMIT ISPA V�9®R�' ROA ;RDANCE WITH AtLgOCITY OF ATLANTIC'BEACH ORDINANCESPAND THE FLORIO0 BUILDING CODES. �s lig CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 / fit Page 2 Application Number . . . . . 14-00001248 Date 9/02/14 Other Fee Total 79 . 00 79 . 00 . 00 . 00 Grand Total 114 . 00 114 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. n� CITY OF ATLANTIC BEACH r j 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 `�� i3 �• Application Number . . . . . 14-00001247 Date 9/02/14 Property Address . . . . . . 1613 ATLANTIC BEACH DR Tenant nbr, name . . . . . . 3576 HEATED 1733 NOT Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 480000 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ RIVERSIDE HOMES RIVERSIDE HOMES OF N FL 414 OLD HARD RD STE 502 414 OLD HARD RD STE 502 ORANGE PARK FL 32003 ORANGE PARK FL 32003 (904) 449-1650 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 1620 . 00 Plan Check Fee 810 . 00 Issue Date . . . . Valuation . . . . 480000 Expiration Date 3/01/15 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . The existing infrastructure is owned and maintained by ABCC/Atlantic Beach Partners until accepted for such by the City. Coordinate with Doug Maier for utility locates - dougmaier@comcast .net, 904-759-1395 . Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and PERMIT ISaf�B I�Q�N C�T�bA 1�Q � (4"WOIe1��i OTIC Pt-CA* 12)%NCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 14-00001247 Date 9/02/14 ---------------------------------------------------------------------------- Special Notes and Comments activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE 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. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 24 . 30 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 24 . 30 SEWER SDC-SYSTEM DEV CHG 4050 . 00 UTIL REV PRE APP >3 HRS 50 . 00 WATER CONNECT/METER ONLY 370 . 00 WATER CROSS CONNECTION 50 . 00 WATER SDC-SYSTEM DEV CHG 1140 . 00 ----------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1620 . 00 1620 . 00 . 00 . 00 Plan Check Total 810 . 00 810 . 00 . 00 . 00 Other Fee Total 5808 . 60 5808 . 60 . 00 . 00 Grand Total 8238 . 60 8238 . 60 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. A'_"WP CITY OF ATLANTIC BEACH �ANE" CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS it 800 Seminole Road 904-247-5800 Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date PERMIT# Job Address 1613 Atfartic;Feac.h Prive AtlanVkc E',each,F-L 32233 ISSUED BY THE CITY Permitee: Riv3rrido Hotnes Telephone# (94'1 504-.863 Permittee Address: '613 Allzintic Beach Drive,Atlantic F'eact,.FL 32233 Requesting Permission to Construct: New 1R e-sidvtntial Constrg,ction Location: (Reference to Cross-Street) At€antic,tUleach.Drive and Timber Bridge Lana 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 Company Yes ( ) No ( ) Date: Ferrell Gas Yes( ) No ( ) Date: Comcast Yes( ) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of Ryan O'Dell (Contractor's Project Superintendent)located at 414 Old bard Road,Suite 502,Fleming Islani; FL Telephone#: (904)21"-"Sc,',= 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 u olycompletion. n OWNER �i* RYAN O'DELL } MY COMMISSION#EE189846 Signed: Date:'s78 .,�. EXPIRES April 16,2016 Before me this 3" day of in the County of Duval, State Of Florida,has personally appeared (�Orl�s6-0+sa Fiorealloro WACe.WM Notary Public at Large,State of Florida,County of Duval. My commission expires: Personally Known: Produced Identification: R.O.W. Permit Attachment of for R.O.W. Permit# issued , 200_ Atlantic Beach,FL 32233 Owner's Name: Riverside Manias Property Address: 1613 Atlantic Beach Dr. Atlantic Beach, FL 32233 Subdivision: Atic ntic Beach Country Club Lot#/Block#: 3 R.E. #: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this .} day of Au4 . rt , 20k, by Atlantic Beach, Florida, a municipal corporation organized and existing underfhe laws of the State of Florida, hereinafter referred to as "CITY" and R!,rer+s'iEde.Ho yea 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: Paver Driveway 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: 414 Old l and FKljid,Suite 502,Homing Island, FL 32003 The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes,Land Development Code, and all other land use and code requirements of the CITY, 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 matches the existing and adjoining sidewalks." Pagel 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 insure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that,all of said liabilities are hereby assumed by the USER. DATED' d S GNED this day of f`S r, By ( _ Pr Omer (to be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this day of ,t amort , 200 , personally appeared before me, a Notary Public in and for said c6dity and State, -�,_ the property owner of 11ij A_-t&.L-. 'j c4,4 '7- , 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. . ,�;•e� ' ;; RYAN O'DELL �1 MY COMMISSION#EE189846 9 r Public in for said County and State ';%s x EXPIRES April 16,2016 (41 398-0163 Florida Note ervke.com CITY OF ATLANTIC BEACH, FLORIDA, a municipal corporation: Approved- Ricky L. Carpe Public War Dir etor For Permits where city sidewalk is impacted, City Manager approval required: k" Jim Hanson, City Manager Page 2 of 2 LODS E— z L4 0 0 . ----- .......... 15,67' 0 wow 6 'R COVE ED O 2-5.3s L CD o 2..46 ",a 0 �D Wo c� N tr) 00 7.67 0 cr 0 L) co0 5 C, �D q. c. 't 0 0 UP. 4.1ASO 06 C-4 z z E N Oo r- �D 22.00' -c414.Cd zL) 13.Ri.i z15 S.R.L",*. cl Rl E3 � / - 0 C2 PARKING 6"CUT FOR U) ON -0 EROSION I o0c 15 STREETS u-) CONTROL O0 c\2 06 L3 Eur 0 Cl (50' R/W) E—, co ATLANTIC BEACH DRIVE x 0 0 0 E—� L Ld z w U) ui E— 0Qf rn M w co w Wou Ld z > af > W . D < ==! 0 < 00 M M aIn 00 0 1) 0 't cg 0 Z 0 c) a- Z U m < < < Ld 0 0 0 > 0 < Li < �< LL) x af U) V) Y LLI N� Ir m < C) 0 0 < < < (n 'd w U z 0 V) —4 LLJ D 0 C, Z < < o 2 >� L) L.Li o 0 M LLJ -- < < C) 0 In l< �,: , - , 0 Of Ln 0 < af U V) U, z < 3: 5: w < �! w LLJ L.Lj 8 0 D LLI 0 0 W V) Lr) F-- F-- of U lu- 'n lu)l zi LLI LLI Ld 0 0 F- I-- Z F- 0 0 o w wz z z C—) ui W Wui C) (mo) LLJ ,4197586, OR EK 16897 Page 1630, Number Pages: 2, Recorded ,14 at 12:17 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY AG $18-50 DEED DOC ST $1858.50 Pmptcd by and return to', AfAatiQ Bach Pamiers,LLC 060 414 Old Hard Road,Suit$02 Mming Island,flv6dn 324*3 SPECIA L WARRANTY DEED THISSPECIALWARRANTYDEED madeasofthQ2� day of 2014,by .Li_ ATLANTIC BEACH PARTNERS,LLC,a Florida limited liability company,whose address is 414 Old Hard Road, Suite 502, Fleming Island, FL 32003 (hereinafter called "Grantor") and RI VI RSIDE ROMEO OF NORTH FLORIDA,INC.,a Florida corporation,whose address is 414 Old Hard Read,Suite 502,Fleming Island,Florida 32003(hereinafter called"Grantee"}. WITNESSETH: That Grantor, for and in consideration of the surn,of Ten and noll 00 Dollars($10-00)and other valuableconsideiation, the receipt whereof is hereby acknowledged,by these,present-,does hereby grant, bargain, sell. alien, remise, release, convey and confirm unto Grantee, its legal representatives and assigns,'all that certain real property situate in Duval County,Florida, described as follows: 1/a 3, Atlantic Beach Country Club, Unit 1, a subdivision according to the plat thereof recorded in Plat Book,67 pages 52, 53 and 54, in public records of Duval County,Florida("Property") Parcel Identification Number. — 'TOGETHER WITH all the tenements,her-,dit a-ments and appurtenances theyeto belonging or in anywise appertairliNg. TO HAVE AND TO HOLD.the sain.- in fee simple forever. And Grantor hereby covenants with Grantee that except as set forth below at the time of the delivery of this deed, the Property was free from all encumbrances made by Grantor; and that Grantor will warrant and defend the same against the JaNvrul claims of all persons claiming by, through or under Grantor,but against none other. By acceptance and recording ofthis deed,Grantee,for itself and its successors and assigns, agrees to join in and support and to execute all docurneills and papers necessary to accomplish the annexation of the Property conMed hereby into the City of Atlantic Beach, Florida, Grantee acknowledges that the foregoing agreement is a condition of this conveyance by Grantor and shall run with the title tO the Property. JAX_.ACrTVF 3.V53537,3 ;897 PAGE 1631 i w This conveyance is subject to covenants, easements and restrictions of recon{ and to act s' valorem taxes levied or N�,hich may become a lien subsequent to December 31 of the calendar year r next precedirng the date hereof. IN wI'I<'IYI,SS wimRE(w,this deed has been executed as of the date first above written. Signed,sealed and delivered GRANTOR: in the presence of: r` �s A`LANTIC MCH PAWNE RS,LIC,a,ni#ra ence FloridaIfor limited liability companyPunt Name. By:The Wood Development Company of Print Name: Jacksonville,its Managing Member By: Marne:Susan D. Wood Title: Vice President STATE OF FLORIDA } fSS COUNTY OF DU"VAL � The foregoing,instrument was acknowledged before ine this I{lav of Augusts 2014, by Susan D.Wood as Vice President of The Wood Development Company of Jacksonville,a Florida corporation, the Managing Member of Atlantic Keach Partners, LLC, a Florida limited liability company,on behalf of the company. ti,'*` ' f''f{i {Print pante Sandra S cer) NOTARY PUBLIC �C State of Florida at Large Commission 9 EE089096 Q, My Commission Expires-June 4,2015 Personally known XX or Produced I.D. [check one of the Axwej Type of Identification Produced 7A`t ACJNT3#53587.3 2 DOC # 201419'1588, OR BK 16897 Page 1636, Number Pages: 2, Recorded 09/02/2014 at 12:17 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18-50 Prevarcil'by and return to: Brcitt R.Nlcwton,Esquire Newton&Newton,P.A. 10 192 San Jose Blvd. Jacksonville,FL 321251 File No.14-0443 Permit Number: Tax Folio Nuniber, State of: 'Florida CountvoP. Duval NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property,and,in accoot,artcc Witt' Chapter 713,Florida Statutes(revised 10-1-96),the folloMnS information is provided in this Notice ofcommencenient': 1. Description of P-PertY. Lot 3,Atlautic Reach Country Club Uziit 1, Acc0l'diftg to plat thereof as recorded in Plat Book 67,Pages 52,53 and 54, Pages of the public records of 1,)o val County,Florida. 1 General Description of Improvements: construction of single family dwelling 3. 0'wncr TnTorniatiotr a. Name and Address: Riverside Homes ofNorth Florida,Inc. 414 Old Hard Road,Suite 507 Fleming Island,Fl,32003 b. interest in property: Fee Simple C, Name-,and address of fee simple title holder(ifother than owner): 4. a. Contractor Riverside Homes of North Florida,Inc, 414 Old Hard Road,Suite 502 Flcming Island,Fi-32003 b. Contractor's phone nurnbe-r: 904-264-6553 Pax number: S. Surety: a.Name and address- 1>.Phone number; c.Amount ofbond: 6. a, Lender: Fidelity Bank 7807 Baymcadows Road East,Suite 200 Jacksonville,FL 32256 b, bender's phone number: 904-996-1000 7. a. Persons within the State of Florida designated by{owner upon whom notices or other documcirts may be served as provided by Section 713.13(1.)(a)(7).,Florida Statutes, b. phone numbers of designated persons: In addition to himself,ON"'Cr gna desites Tammy Simmons of Fidelity Bank,7807 13aymeadows Rd., copy Of the 1,ienorls Notice as provided in SectionEast.Suite 0,Jacksonville,Florida 321-56,to receive a 713.13(1)(b),Florida Statutes. b, phone number of person or entity designated by owner: 904-996-1039 9. Expiration date of Notice of Commencement(the expiration date is I year from date of-ccording unless a different date is specified): OR BK 16897 PAGE 1637 WARNING TO OWNER; ANY PAYMENTS MADE By THE OWNER AFTER THE FXpIRATJON OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMNIENCII,MENT. 11011Tt OF NORTH tORIDA,INC- L�T( 8.Wood Vice President POST A COPY OF 11FCORDED NOTICE AT JOB SITE, The foregoing instrument was"lalowlOdgOd lx fart me August 29,2011,t3 Christopher&Wood,the Vice President of Riverside Homs o[North Florida,Inc.,who is personally known to mc. N'Qta-ry Puhtia My commission Expires: BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax(904) 247-5845 Job Address: 1613 Atlantic Beach Drive, Atlantic Beach, FL 32233 Legal Description Atlantic Beach Country Club, Unit 1 Lot 3 Parcel# Floor Area of Sq.Ft. Sq.Ft Valuation of Work$ 480,000 Proposed Work heated/cooled 3576 non-heated/cooled 1733 Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial esiden--- l', If an existing structure,is a fire sprinkler system installed? (Circle ones J No N/A! Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: New Residential Construction Property Owner Information: Name: Riverside Homes Address: 414 Old Hard Rd., Suite 502 City Fleming Island State FL—Zip 32003 Phone (904) 504-8333 E-Mail or Fax# (Optional) Contractor Information: �y Company Name: Riverside Homes Qualifying Agent: . Address: 414 Old Hard Rd., Suite 502 City Fleming Island State FL Zip 32003 Office Phone (904) 504-8333 Job Site/Contact Number_(904)214-4894 Fax# (904)269-2729 State Certification/Registration# CBC1254135 Architect Name&Phone#Northeast Florida Design(904)260-3319 Engineer's Name &Phone#Apex(904) 821-5500 Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of a!1 laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a eriod of six(6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. r I hereby certify that I have re a d xamined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type o work will be comp/' th ther sp ca ped herein r not. The granting of a permit does not presume to give authority to violate or cancel the provisions of arty other fe r to o local l r lating struction or the performance of construction. Signature of Owne Signature of Contractor Print Name �,�( 1 �� Print Name �t��Gw �Z�c ..................... ............................................................... ......................................................................................... Swo nd s bscribed fore me Swo and ubscribe be thi Da f t ' D of 20 y Notary Public otary u ,fir Notary 1 Shirley tate of Flonda My corn,,.:_. am �JNPLpTTED j,p,NDs 90 FENCEMP-) � '� L4 0 0 R.l.�........ti �_ C7�ay••'•�`• �.-fr• •,18.67' 31.00 e-� A coVEZ *'OW m Z � �'••: � ;� 23.33 Q- C6 2 / F�J� O O ^ O N O ' 2-46a u N m M os 0 W � "a _2 a r � •�: 7.67' �i aWe j` o x � c^ 00 �YaWtN O [CY ap m 3 E-I � y N a O O T1 N ^ O 00 �O 4.67' Ti O w a F, W N O N <. 2200 N 14.00 N • S.R.L' r 1.00' W �Z.. cl 15 B. �w�k.. 3 JEA-EE' 0 E / x o T� 7.5A-E. — C2 V 1 x � 'a � PARKING p 6-CUT FOR 15 ON Ln EROSION a0 L3 ''S N co STREETS rn CONTROL 60 cd Lo k�a O W w P.S. __ co M � P.C. LZ cl �d (50' RAW) ATLANTIC BEACH DRIVE �4 �y0 M W H di F o �t qCqC W mLo MD N mN N N O n J Z porno 4,n 05 n ov v o a A r� z < o f' m m J O O W J UJ w Q 0 N a (A V) QCE Qm < V) U O O OwTF�� m � o � Faaay oo Wm Of O Of O rw V p a 3: (A Z Lu a s w U d 0_ w o\� p o w o \ ¢ (n W !n M (n H (7 li D J In Q N 3 O O 0 Q' Z Z Z U BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax(904) 247-5845 Job Address: 1613 Atlantic Beach Drive Atlantic Beach, FL 32233 Legal Description Atlantic Beach Country Club, Unit 1 Lot 3 Parcel# Floor Area of Sq.Ft. q. t Valuation of Work$ 480,000 Proposed Work heated/cooled 3576 non-heated/cooled 1733 Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial _. If an existing structure,is a fire sprinkler system installed? (Circle oneds No 5N/A), Florida Product Approval # For multiple products use product approval Form Describe in detail the type of work to be performed: New Residential Construction Property Owner Information: Name: Riverside Homes Address: 414 Old Hard Rd., Suite 502 City Fleming Island State FL—Zip 32003 Phone (904) 504-8333 E-Mail or Fax# (Optional) Contractor Information: �q (� Company Name: Riverside Homes Qualifying Agent: ,� t�`►�' �`�`1 �`V),ew Address: 414 Old Hard Rd., Suite 502 City Fleming Island State FL Zip 32003 Office Phone (904) 504-8333 Job Site/Contact Number_(904)214-4894 Fax# (904)269-2729 State Certification/Registration# CBC1254135 Architect Name& Phone#Northeast Florida Design (904) 260-3319 Engineer's Name & Phone# Apex(904) 821-5500 Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work wall be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. /understand that separate permits must be secured for Electrical Work, Plumbing,Signs, Wel/s, Pools, Furnaces, Boilers, Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF -T,#'4 . M RT ATT it Ar .v "U OTTT rr if XT VnT TI? V A VTNr_� TWlrt-F. 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A n o a v 3 m 3 T oy p Z o A o d o N v v T v o D s 0 O'> O O 0 o - a c o n w a c c c d m 0 n c c m m m f m ° o j N= m Q = 0 0 < < n n 2 n p N N IS > > d n i-5 £ o S S o 0 o o 5 D D S S d alD ma N N N d o d o m c N o 21 O O o o m C m n o o _n d o o _ _ c c n a o m o 2 - o = < < vC S O O O Oa.S m N r o o o o j N { d <o. 0 o y a vd, 3 a O m m m m d z c _ T T m - m m m A m m m' Z O (� ET m Z > m W d D o o v v 0 o j O O O O j T lo lo < < S S Z N N Z D D m O 3 3 jp d d o 'm o m m V V O J N V N N A A AAA A 21� D m m x r O n D r u FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Atlantic Be ch CC Lot 3 Builder Name: Riverside Homes Street: I I?� AA-1 ;},� 's h Y , 333 Permit Office: City,State,Zip: FL Permit Numb Owner: g1Ve^�� Jurisdicti Design Location: FL,Jacksonville d �J oo 1. New construction or existing New(From Plans) 9. Wall Types(3759.2 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3759.20 ft' b.N/A R= ft' 3. Number of units,if multiple family 1 c.N/A R= ftz 4. Number of Bedrooms 3 d.N/A R= ft' 5. is this a worst case? Yes 10.Ceiling Types (3825.0 sgft.) Insulation Area a.Under Attic(Vented) R=38.0 3328.00 ft 6. Conditioned floor area above grade(ft) 4129 b.Knee Wali(Vented) R=19.0 497.00 W Conditioned floor area below grade(ft) 0 c.N/A R= ft' 11.Ducts R ft2 7. Windows(715.0 sgft.) Description Area a.Sup:Attic.Ret:Attic,AH:Attic 6 187 a. U-Factor: Dbl,U=0.34 715.00 ft' b.Sup: Attic,Ret:2nd Floor,AH:2nd Floor 6 142 SHGC: SHGC=0.27 c.Sup:Attic,Ret Attic,AH:Attic 6 113 b. U-Factor: N/A ft' 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 42.0 SEER:15.00 b.Central Unit 18.0 SEER:15.00 c. U-Factor: N/A ft' c.Central Unit 18.0 SEER:13 50 SHGC: 13.Heating systems kStu/tx Efficiency d. U-Factor: N/A ft' a.Electric Heat Pump 42.0 HSPF:9.00 SHGC: b.Electric Heat Pump 18.0 HSPF:8.00 Area Weighted Average Overhang Depth: 5.366 ft. c.Electric Heat Pump 18.0 HSPF:7.70 Area Weighted Average SHGC: 0.270 14.Hot water systems 8. Floor Types (4129.0 sgft.) Insulation Area a.Natural Gas Tankless Cap:1 gallons EF:0.590 a.Slab-On-Grade Edge Insulation R=0.0 3328.00 W b. Conservation features b.Floor Over Other Space R=19.0 801.00 ft' None c.N/A R= ft' 15.Credits None Glass/Floor Area: 0.173 Total Proposed Modified Loads: 52.32 PASS Total Standard Reference Loads: 78.55 1 hereby certify that the plans and specifi ions covered by Review of the plans and this calculation are in compliance the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. � ,,„r '•-. ;,;;aa �G Ed Tenn � k PREPARED By. Before construction is completed DATE: -_____ __ this building will be inspected for j E^ > compliance with Section 553.908 I hereby certify tha8rrC- u'di g, desi n%,��isnc pliancc Florida Statutes. with the Florida EdOWNER/AGEN BUILDING OFFICIAL: DATE: - I DATE: ___ - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 7/28/2014".?9 PM EnergyGaug&Ti USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Atlantic Beach CC Lot 3 Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 4129 Lot# 3 Owner: Total Stories: 2 Block/SubDivision: Atlantic Bch CC #of Units: 1 Worst Case: Yes PlatBook: Builder Name: Riverside Homes Rotate Angle: 45 Street: Permit Office: Cross Ventilation: County: Duval Jurisdiction: Whole House Fan: City,State,Zip: Family Type: Single-family FL, New/Existing: New(From Plans) Comment: Plan 3563 Model with Sales Ctr CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL-JACKSONVILLE-INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block! 2775 27750 2 Block2 801 8010 3 Block3 553 5530 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 2775 27750 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 801 8010 No 2 2 1 Yes Yes Yes 3 Office 553 5530 No 0 0 1 Yes Yes Yes FLOORS V # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulation 1 st Floor 92 ft 0 2775 ft2 ---- 0 0 1 2 Floor Over Other Space 2nd Floor --__ --_- 801 ft2 19 0 0 1 3 Slab-On-Grade Edge insulation Office 62 ft 0 553 ft2 -__- 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch 4/ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 3605 ft2 0 ft' Medium 0.96 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 3328 ft2 N N 7/28/2014 239 PM EnergyGauge'f,USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) 1st Floor 38 2775 ft' 0.11 Wood 2 Under Attic(Vented) Office 38 553 ft2 0.11 Wood 3 Knee Wall(Vented) 1st Floor 19 35 ft2 0.11 Wood 4 Knee Wall(Vented) 2nd Floor 19 462 ft2 0.11 Wood WALLS / Adjacent Space Cavity Width Height Sheathing Framing Solar Below 9 Ornt To Wall Type Value Ft In Ft In Area R-Value Fraction Ah-;or Gr u 1 N=>NE Exterior Frame-Wood 1st Floor 19 7 9 10 77.5 ft' 0.23 0.75 0 _ 2 W=>NW Exterior Frame-Wood 1st Floor 19 21 1 10 210.8 ft2 0.23 0.75 0 _ 3 N=>NE Exterior Frame-Wood 1 st Floor 19 23 4 10 233.3 ft' 0.23 0.75 0 _ 4 W=>NW Exterior Frame-Wood 1st Floor 19 14 6 10 145.0 ft' 0.23 0.75 0 _ 5 N=>NE Exterior Frame-Wood 1st Floor 19 18 7 10 185.8 ft2 0.23 0.75 0 6 E=>SE Exterior Frame-Wood 1st Floor 19 28 7 10 285.8 ft2 0.23 0.75 0 7 S=>SW Exterior Frame-Wood 1 st Floor 19 2 0 10 20.0 ft2 0.23 0.75 0 8 W=>NW Exterior Frame-Wood 1 st Floor 19 12 9 10 127.5 ft2 0.23 0.75 0 9 N=>NE Exterior Frame-Wood 1st Floor 19 2 0 10 20.0 ftz 0.23 0.75 0 10 E=>SE Exterior Frame-Wood 1st Floor 19 24 7 10 245.8 ft2 0.23 0.75 0 11 S=>SW Exterior Frame-Wood 1st Floor 19 9 4 10 93.3 ft2 0.23 0.75 0 12 E=>SE Exterior Frame-Wood 1 st Floor 19 21 5 10 214.2 ft2 0.23 0.75 0 13 S=>SW Exterior Frame-Wood 1st Floor 19 13 11 10 139.2 ft2 0.23 0.75 0 14 W=>NW Exterior Frame-Wood 1st Floor 19 2 0 10 20.0 ft2 0.23 0.75 0 15 S=>SW Exterior Frame-Wood Office 19 22 0 10 220.0 ft' 0.23 0.75 0 16 W=>NW Exterior Frame-Wood Office 19 24 4 10 243.3 ft2 0.23 0.75 0 17 S=>SW Exterior Frame-Wood 1st Floor 19 4 8 10 46.7 ft2 0.23 0.75 0 18 W=>NW Exterior Frame-Wood 1st Floor 19 23 11 10 239.2 ft2 0.23 0.75 0 19 N=>NE Exterior Frame-Wood 2nd Floor 19 11 5 10 114.2 ft' 0.23 0.75 0 20 E=>SE Exterior Frame-Wood 2nd Floor 19 53 3 10 532.5 ft2 0.23 0.75 0 21 S=>SW Exterior Frame-Wood 2nd Floor 19 22 11 10 229.2 ft' 0.23 0.75 0 22 W=>NW Exterior Frame-Wood 2nd Floor 19 11 7 10 0 115.8 ft2 0.23 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Ft Width In Ft Height In Area 1 W=>NW Insulated Office None .46 3 8 24 ft2 2 S=>SW Insulated 1 st Floor None .46 3 8 24 ft2 WINDOWS Orientation shown is the entered orientation(_>)changed to Worst Case. Wall OverhangJ ` # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N=>NE 1 Vinyl Low-E Double Yes 0.34 0.27 48.0 ft2 4 ft 0 in 10 ft 0 in Drapes/blinds None 2 W=>NW 2 Vinyl Low-E Double Yes 0.34 0.27 30.0 ft2 7 ft 9 in 10 ft 0 in Drapes/blinds None 3 N=>NE 3 Vinyl Low-E Double Yes 0.34 0.27 128.0 ftz 14 ft 10 in 10 ft 0 in Drapes/blinds None 4 W=>NW 4 Vinyl Low-E Double Yes 0.34 0.27 18.0 ft2 2 ft 6 in 10 ft 0 in Drapes/blinds None 5 N=>NE 5 Vinyl Low-E Double Yes 0.34 0.27 54.0 ft2 1 ft 0 in 10 ft 0 in Drapes/bfinds None 6 E=>SE 6 Vinyl Low-E Double Yes 0.34 0.27 30.0 ft2 1 ft 0 in 10 ft 0 in Drapes/blinds None 7 E=>SE 6 Vinyl Low-E Double Yes 0.34 0.27 18.0 ft2 1 ft 0 in 10 ft 0 in Drapes/blinds None 8 E=>SE 10 Vinyl Low-E Double Yes 0,34 0.27 64.0 ft2 1 ft 0 in 10 ft 0 in Drapes/blinds None 9 S=>SW 11 Vinyl Low-E Double Yes 0.34 0.27 16.0 ft2 3 ft 10 in 10 ft 0 in Drapes/blinds None 10 E=>SE 12 Vinyl Low-E Double Yes 0.34 0.27 48.0 ft2 7 ft 0 in 10 ft0 in Drapes/blinds None 11 S=>SW 13 Vinyl Low-E Double Yes 0.34 0.27 36.0 ft2 7 ft 0 in 10 ft0 in Drapes/blinds None 12 W=>NW 16 Vinyl Low-E Double Yes 0.34 0.27 18.0 ft2 1 ft 0 in 10 ft 0 in Drapes/blinds None 13 W=>NW 18 Vinyl Low-E Double Yes 0.34 0.27 48.0 ft2 1 ft 0 in 10 ft 0 in Drapes/blinds None 14 E=>SE 20 Vinyl Low-E Double Yes 0.34 0.27 60.0 ft2 1 ft 0 in 1 ft 0 in Drapesiblinds None 15 S=>SW 21 Vinyl Low-E Double Yes 0.34 0.27 24.0 ft2 3 ft 10 in 1 ft 0 in Drapes/blinds None 16 E=>SE 20 Vinyl Low-E Double Yes 0.34 0.27 30.0 ft2 7 ft 0 in 1 It 0 in Drapes/blinds None 17 S=>SW 21 Vinyl Low-E Double Yes 0.34 0.27 30.0 ft2 7 ft 0 in 1 ft 0 in Drapes/blinds None 18 W=>NW 22 Vinyl Low-E Double Yes 0.34 027 15.0 ft2 1 ft 0 in 1 It 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA Egl-A ACH ACH 50 1 Wholehouse Best Guess .0003 3249.1 178.37 335.46 .2844 4.7214 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:9 42 kBtu/hr 1 sys#1 2 Electric Heat Pump None HSPF:8 18 kBtu/hr 2 sys#2 3 Electric Heat Pump None HSPF:7.7 18 kBtu/hr 3 sys#3 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 9 Central Unit None SEER:15 42 kBtu/hr 1260 cfm 0.75 1 sys#1 2 Central Unit None SEER:15 18 kBtu/hr 540 cfm 0.75 2 sys#2 3 Central Unit None SEER:13.5 18 kBtu/hr 540 cfm 0.75 3 sys#3 728/2014 2:39 PM EnergyGaugef,USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 HOT WATER SYSTEM i # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.59 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM f FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS 1 —Supply— —Return— Air CFM 25 CFM25 HVAC# `f # Location R-Value Area Location Area leakage Type Handier TOT OUT QN RLF Heat Cool 1 Attic 6 187 ft2 Attic 75 ft2 Default Leakage Attic (Default)c(Default)c 1 1 2 Attic 6 142 ft2 2nd Floor 75 ft2 Default Leakage 2nd Floor (Default)c(Default)c 2 2 3 Attic 6 113 ft2 Attic 75 ft2 Default Leakage Attic (Default)c(Default)c 3 3 TEMPERATURES Programable Thermostat: N Ceiling Fans: Cooling Jan ]Feb [ ]]Mar ]Apr ]May X Jun rl Jul X Au X Se Oct Nov Dec Heating f X�Jan �X]Feb [X]Mar E ]Apr E ]May 4 Jun Jul Au4 Sep Oct f X�Nov H Dec Venting [ Jan [ J Feb (Xl Mar [XJ Apr [ j Ma ` Jun Jul t Aug [ Se [X]Oct [X Nov j Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 0 1-Electric Heat Pump 0% 1-Central Unit 7128/2014 2:39 PM EnergyGaugee)USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: FL' 13 A�l ci,1 C. ,,,-e-cict., 0 ee PERMIT#: JZ MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors= 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced-air furnace is primary system, / programmable thermostat is required. Heat pumps with supplemental / electric heat must prevent supplemental heat when compressor can V meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. / 403.3.3 Building framing cavities shall not be used as supply ducts. yyy Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to= R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or i other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82%after 4/16113). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special I equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. I �' 7/28/2014 2:39 PM EnergyGauge,USA-RaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 67 The lower the EnergyPerformance Index, the more efficient the home. „ FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3759.20 ft' b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft' 4. Number of Bedrooms 3 d.N/A R= ft' 10.Ceiling Types Insulation Area 5. Is this a worst case? Yes a.Under Attic(Vented) R=38.0 3328.00 ft' 6. Conditioned floor area(ftz) 4129 b.Knee Wall(Vented) R=19.0 497.00 ft2 z 7. Windows' Description Area 11.c.N/Aucts R_ R ft' a. U Factor: Dbl,U=0.34 715.00 ft' a,Sup:Attic,Ret:Attic,AH:Attic 6 187 SHGC: SHGC=0.27 b.Sup: Attic,Ret`2nd Floor,AH:2nd Floor 6 142 b. U-Factor: N/A ft' c.Sup:Attic,Ret:Attic,AH:Attic 6 113 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 42.0 SEER:15.00 SHGC: b.Central Unit 18.0 SEER:15.00 d. U-Factor: N/A ft2 c.Central Unit 18.0 SEER:13.50 SHGC: 13.Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 5.366 ft. a.Electric Heat Pump 42.0 HSPF:9.00 b.Electric Heat Pump 18.0 HSPF:8.00 Area Weighted Average SHGC: 0.270 c.Electric Heat Pump 18.0 HSPF:7.70 8. Floor Types Insulation Area 14.Hot water systems 2 a.Natural Gas Cap:i gallons a.Slab-On-Grade Edge Insulation R=0.0 3328.00 ft EF:0.59 b.Floor Over Other Space R=19.0 801.00 ft2 c.N/A R= ft2 b. Conservation features None 15.Credits None I certify that this home s o plied with the Florida Energy Efficiency Code for Building TKF S7, Construction through e o energy saving features which well be installed (or exceeded) in this home before f al sp Idn. O herwise, a w EPL Display Card will be completed based on installed o e o li nt fea ur s. Builder Signature: Date: Address of New Homer b� ` j 0,1 (G CtCcCLi T\)( City/FL Zip: 3,�Zf)33_ WIE ''�l•� �4�yg *Note: This is net a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGaugeT,;,USA-FlaRes2010 Section 405.4.1 Compliant Sof fare TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Atlantic Beach CC Lot 3 Builder Name: Riverside Homes Street: Permit Office: City,State,Zip: FL, Permit Number: `B S V Owner. Jurisdiction: C f Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air- ermeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access (except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception-fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. _ I __J Fireplace I Fireplace walls include an air barrier. EnergyGaugeF)USA-FlaRes2010 Section 405.4.1 Compliant Software Project Summary Job: Atlantic Beach Country... wrightsoft' Date: 2014 Entire House By: A/C Designs of St. Augustine Inc. 103 Liberty Center Place.St.Augustine.FL 32092 Phone:904-829-8898 Fax:904-829-6587 Project • • For: Riverside Homes Fax: 904-541-2520 Notes: faces west Design Information Weather: Jacksonville Cecil Field NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 34 'F Outside db 95 'F Inside db 70 'F Inside db 75 'F Design TD 36 'F Design TD 20 'F Daily range M Relative humidity 50 % Moisture difference 40 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 44417 Btuh Structure 43120 Btuh Ducts 5699 Btuh Ducts 9194 Btuh Central vent (0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 50115 Btuh Use manufacturer's data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 52314 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 5067 Btuh Ducts 1532 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ftJ 4129 4129 Equipment latent load 6599 Btuh Volume (ftp 40489 40489 Air changes/hour 0.28 0.15 Equipment total load 58913 Btuh Equiv. AVF (cfm) 189 101 Req. total capacity at 0.70 SHR 6.2 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .^_ 2014-Jul-2614:39:42 wri htsofRight-Suee�Universal 2013 13.0.13 RSU01648 Page 1 ...•de HomesWtiantic Beach Country Club Lot 3.rup Calc=MJ8 Front Door faces: W Project Summa Job: Atlantic Beach Country... wrightsoft` Date: 2014 1st floor By: A/C Designs of St. Augustine Inc. 103 Liberty Center Place,St.Augustine,FL 32092 Phone:904-829-8898 Fax:904-829-6587 Project • • For. Riverside Homes Fax: 904-541-2520 Notes: faces west Desidn Information Weather: Jacksonville Cecil Field NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 34 OF Outside db 95 OF Inside db 70 OF Inside db 75 OF Design TD 36 OF Design TD 20 °F Daily range M Relative humidity 50 % Moisture difference 40 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 31412 Btuh Structure 30031 Btuh Ducts 1069 Btuh Ducts 3116 Btuh Central vent (0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 32481 Btuh Use manufacturers data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 33147 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3596 Btuh Ducts 456 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ftp 2775 2775 Equipment latent load 4053 Btuh Volume(ft') 27750 27750 Air changes/hour 0.25 0.13 Equipment total load 37199 Btuh Equiv. AVF (cfm) 116 62 Req. total capacity at 0.75 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN, JANITROL, AMANA DISTI... Trade GOODMAN, JANITROL, AMANA DISTI... Model SSZ140421A Cond SSZ140421A AHRI ref 5796520 Coil ASPT48D14A AHRI ref 5796520 Efficiency 9 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 31125 Btuh Heating output 40000 Btuh @ 47'F Latent cooling 10375 Btuh Temperature rise 26 ''F Total cooling 41500 Btuh Actual air flow 1383 cfm Actual air flow 1383 cfm Air flow factor 0.043 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsaft' 2014-Jut-2814:39:42 r g Right-Sufte7 Universe)2013 13.0.13 RSU01648 Page 2 ..ide Homes\Atiantic Beach Country Club Lot 3.rup Calc=MJ8 Front Door faces: W Project Summary Job: Atlantic Beach Country... wrightsoft Date: 2014 2nd floor By: A/C Designs of St. Augustine Inc. 103 Liberty Center Place,St.Augustine,FL 32092 Phone:904-829-8898 Fax:904-829-6587 Project • • For: Riverside Homes Fax: 904-541-2520 Notes: faces west Design Information Weather: Jacksonville Cecil Field NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 34 IF Outside db 95 OF Inside db 70 "F Inside db 75 OF Design TD 36 OF Design TD 20 OF Daily range M Relative humidity 50 % Moisture difference 40 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 6769 Btuh. Structure 9892 Btuh Ducts 2528 Btuh Ducts 3457 Btuh Central vent (0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 9297 Btuh Use manufacturer's data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 13349 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1130 Btuh Ducts 593 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area (ft') 801 801 Equipment latent load 1723 Btuh Volume(ftp 7209 7209 Air changes/hour 0.41 0.22 Equipment total load 15071 Btuh Equiv. AVF (cfm) 50 27 Req. total capacity at 0.75 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN, JANITROL, AMANA DISTI... Trade GOODMAN, JANITROL, AMANA DIST[... Model SSZ140181A Cond SSZ140181A AHRI ref 5722668 Coil ASPT30C14A A H R I ref 5722668 Efficiency 8 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 13500 Btuh Heating output 17000 Btuh @ 47'F Latent cooling 4500 Btuh Temperature rise 26 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.065 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htSOf#` 2014-Jul-2814:39:42 9 Right-Suite®Universal 2013 13.0.13 RSU01648 Page 3 ...Ida Homes\Atlantic Beach Country Club Lot 3.rup Calc=We Front Door faces: W wlrightsoftProject Summa Job: Atlantic Beach Country... Date: 2014 Model office By: AIC Designs of St. Augustine Inc. 103 Liberty Center Place.St.Augustine,FL 32092 Phone:904829-8898 Fax:904-829-6587 Wpie4t Information For: Riverside Homes Fax: 904-541-2520 Notes: faces west Design Information Weather: Jacksonville Cecil Field NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 34 OF Outside db 95 OF Inside db 70 OF Inside db 75 OF Design TD 36 OF Design TD 20 OF Daily range M Relative humidity 50 % Moisture difference 40 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 6237 Btuh Structure 3739 Btuh Ducts 2101 Btuh Ducts 2736 Btuh Central vent (0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 8338 Btuh Use manufacturers data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 6475 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 341 Btuh Ducts 483 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ftJ 553 553 Equipment latent load 824 Btuh Volume(ftp 5530 5530 Air changes/hour 0.25 0.14 Equipment total load 7299 Btuh Equiv. AVF (cfm) 23 12 Req. total capacity at 0.75 SHR 0.7 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN, JANITROL, AMANA DIST]... Trade GOODMAN, JANITROL, AMANA DISTI... Model SSZ140181A' Cond SSZ140181A` AHRI ref 7084849 Coil ARUF24B14C++TXV A H R I ref 7084849 Efficiency 7.7 HSPF Efficiency 11.0 EER, 13.5 SEER Heating input Sensible cooling 12750 Btuh Heating output 17000 Btuh @ 47'F Latent cooling 4250 Btuh Temperature rise 27 OF Total cooling 17000 Btuh Actual air flow 567 cfm Actual air flow 567 cfm Air flow factor 0.068 cfm/Btuh Air flow factor 0.088 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft 2014-Jut-28 14:39:42 9 Right-Suite®Universal 2013 13.0.13 RSU01648 Page 4 ...ice Homes\Atlantic Beach Country Club Lot 3.rup Calc=MJ8 Front Door races: W +p- wrightsoft Right-JO Worksheet Job: Atlantic Beach Country Clu... Entire Nouse Date: 2074 AIG Designs of St. Augustine Inc. By: 103 Liberty Center Place,SI.Augustine.FL 32092 Phone:904-829-8898 Fax:904-829-6587 1 Room name Entire House Model office 2 Exposed wall 324.0 It 62.0 ft 3 Room height 9.8 ft 10,0 ft 4 Room dimensions 5 Room area 4129.0 ft2 553,0 ft, Ty Construction U-value Or HTM Area (ft7) Load Area (ft) Load number (Btuh/ftp-"F) (Btuh/ftp) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw 0.068 n 2.45 1.52 1102 949 2323 1446 243 201 492 306 61A 0.340 n 12.24 12.41 129 0 1579 1600 18 0 220 223 D 11.10 0.600 n 21.60 18.90 24 24 518 454 24 24 518 454 UiJ 12E-OsN 0.068 e 2.45 1.52 631 401 982 611 0 0 0 0 11 i__G 61A 0.340 e 12.24 45,17 230 0 2815 10390 0 0 0 0 12E-Osw 0.068 s 2.45 1.52 1279 1029 2519 1567 0 0 0 0 61A 0.340 s 12.24 18.07 250 0 3060 4517 0 0 0 0 12E-Osw 0.068 w 2.45 1.52 748 618 1513 941 220 220 539 335 61A 0.340 w 12.24 45.17 1060 1297 4788 0 0 0 0 D 1 1 JO 0.600 w 21.60 18.90 24 24 518 454 0 0 0 0 P 166-1gad 0.049 - 1.76 2.691 497 497 877 1339 0 0 0 0 C 16CR-38ad 0.026 w 0.94 1.17 3328 3328 3115 3894 553 553 518 647 F 22A-cph 1.358 w 48.89 0.001 3328 324 15840 0 553 62 3031 0 ( I 1 6 c)AED excursion 0 0 Envelope loss/gain 36956 32000 5318 1965 12 a) Infiltration 7460 2220 919 273 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 250 1 4 1000 0 0 Appliances/other 79001 1500 Subtotal(lines 6 to 13) 44417 43120 6237 3739 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 44417 43120 6237 3739 15 Duct loads 1 3"% 22% 5699 9194 34% 73% 2101 2736 Total room load 50115 52314 8338 6475 Air required(cfni) 2550 2550 567 567 Calculations approved by ACOA to meet all requirements of Manual J 8th Ed. -44- wrightsoft- 2014-Jul-2814:39:42 Right-Suite,,Universal 2013 13.0.13 RSU01648 Page 1 ...Ide HomesWlanllc Beach Country Club Lot 3.rup Calc=MJ8 Front Door facesW -d.., wrightsoftRight-JO Worksheet Job: Atlantic Beach Country Clu... Entire House Date: 2014 A/C Designs of St. Augustine Inc. By: 103 Liberty Center Place,SL Augustine.FL 32092 Phone:904-829-8898 Fax:904-829-6587 1 Room name 1 st Floor 2nd Floor 2 Exposed wall I 262.0 ft O ft 3 Room height 10.0 ft 9.0 ft 4 Room dimensions 5 Room area 2775.0 ft' 801.0 ft' Ty Construction U-value Or HTM Area (fl:7) Load Area (ft) Load number (Btuh/ft`-"F (Btuhlftl) or perimeter (ft) (St h) or perimeter (R) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 bU 12E-Osw 0.068 n 2.45 1.52 743 647 1584 986 116 101 247 154 61A 0.340 n 12.24 12.41 96 0 1175 1191 15 0 184 186 D 11 JO 0.600 n 21.60 18.90 0 0 0 0 0 0 0 0 IN 12E-Osw 0.068 a 2.45 1.52 517 287 703 437 114 114 279 174 11 L_G 61A 0.340 e 12.24 45.17 230 0 2815 10390 0 0 0 0 W 12E-Osw 0.068 s 2.45 1.52 746 586 1435 893 533 443 1084 675 (— G 61A 0.340 s 12.24 18.07 160 0 1958 2891 90 0 1102 1626 12E-Osw 0.068 w 2.45 1.52 299 223 546 340 229 175 428 267 61A 0.340 w 12.24 45.17 52 0 636 2349 54 0 661 2439 D 11 J0 0.600 w 21.60 18.90) 24 24 518 454 0 0 0 0 P 16B-19ad 0.049 - 1.76 2.69 35 35 62 94 462 462 815 1245 C 16CR-38ad 0.026 w 0.94 1.17 2775 2775 2597 3247 0 0 0 0 F 22A-cph 1.358 w 48.89 0.001 2775 262 12809 0 0 0 0 0 l 6 c)AED excursion 0 541 Envelope loss/gain 26838 23270 4800 7306 12 a) Infiltration 4573 1361 1968 586 b) Room ventilation 0 0 101 0 13 Internal gains: Occupants @ 250 2 500 2 500 Appliances/other 4900 1500 Subtotal(lines 6 to 13) 31412 30031 6769 9892 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 31412 30031 6769 9892 15 Duct loads 3% 10% 1069 3116 37% 35% 2528 3457 Total room load 32481 33147 9297 13349 Air required(cfm) 1393 1383 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. T WI'IgFttSO'Ft' Right-Suite'@ Universal 2013 13.0.13 RSU01648 2014-Jul-28 1Page2 ide Homes\Atlanlic Beach Country Club Lot 3 rup Calc=MJ8 Front Door faces: W g 17 wrightsoft' Right-J® Worksheet Job: Atlantic Beach Country Clu... 1s1 floor Date: 2014 A/C Designs of St. Augustine Inc. By: 103 Liberty Center Place,St.Augustine.FL 32092 Phone:904-829-8898 Fax:904-829-6587 1 Room name 1 st floor Downstairs 2 Exposed wall 262.0 ft 262.0 ft 3 Room height 10.0 ft 10.0 ft heat/cool 4 Room dimensions 2775.0 x 1.0 ft 5 Room area 2775.0 ft' 2775.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (" Load number Auhlft'-`F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/PIS Heat Cool Gross NIP/S Heat Cool 6 12E-Osw 0.068 n 2.45 1.52 743 647 1584 986 743 647 1584 986 61A 0.340 n 12.24 12.41 96 0 1175 1191 96 0 1175 1191 D 11 JO 0.600 n 0.00 0.00 0 0 0 0 0 0 0 0 UN 12E-Osw 0.068 a 2.45 1.52 517 287 703 437 517 287 703 437 11 1-G 61 A 0.340 e 12,24 45.17 230 0 2815 10390 230 0 2815 10390 12E-OsN 0.068 s 2.45 1,52 746 586 1435 893 746 586 1435 893 T--G 61A 0.340 s 12.24 18.07 160 0 1958 2891 160 0 1958 2891 12E-Osw 0.068 w 2.45 1.52 299 223 546 340 299 223 546 340 61A 0.340 w 12.24 45.17 52 0 636 2349 52 0 636 2349 D 11 J0 0.600 w 21.60 18.90 24 24 518 454 24 24 518 454 P 16B-19ad 0.049 - 1.76 2.691 35 35 62 94 35 35 62 94 C 16CR-38ad 0.026 w 0.94 1.17 2775 2775 2597 3247 2775 2775 2597 3247 F 22A-cph 1.358 w 48.89 0.00 2775 262 12809 0 2775 262 12809 0 I I 6 c)AED excursion 0 (3 Envelope loss/gain 26838 23270 26838 23270 12 a) Infiltration 4573 1361 4573 1361 b) Room ventilation 0 01 10 0 13 Internal gains: Occupants @ 250 2 500 2 500 Appliances/other 4900 4900 Subtotal(lines 6 to 13) 31412 30031 31412 30031 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 31412 30031 31412 30031 15 Duct loads 3% 10% 1069 3116 3% 10% 1069 3116 Total room load 32481 33147 32481 33147 Air required(c fm) 1383 1393 1383 1383 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2014-Jul-2814:39:42 9 Right-Suiten)Universal 2013 13.0.13 RSU01648 Page 3 ...ide Homes\Atlantic Beach Country Club Lot 3.rup Calc=MJ8 Front Door faces: W + wrightsoft Right-JO Worksheet Job: Atlantic Beach Country Clu... 2nd floor Date: 2014 By: A/C Designs of St. Augustine Inc. 103 Liberty Center Place.St.Augustine.FL 32092 Phone:904-829-8898 Fax:904-829-6587 1 Room name 2nd Floor Upstairs 2 Exposed wall 0 ft 0 it 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 801.0 x 1.0 ft 5 Room area 801.0 ft' 801.0 ft2 Ty IConstruction U-value Or HTM Area (ft') Load Area (11) Load number (Btuh/ftp-°F) (Btuhlft�l or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 612E-Osw 0.068 n 2.45 1.52 116 101 247 154 116 101 247 154 61A 0.340 n 12.24 12.41 15 0 184 186 15 0 184 186 D 1 1 JO 0.600 n 0.00 0.00 0 0 0 0 0 0 0 0 UM 12E-Osw 10.340 e 0.00 0.001 110 110 270 170 1101 110 270 170 11 1 G, 61A 12E-0sw 0.068 s 2.45 1.52 533 443 1084 675 533 443 1084 675 T___1, 61A 0.340 s 12.24 18.07 90 0 1102 1626 90 0 1102 1626 12E-Osw 0.068 w 2.45 1.52 229 175 428 267 229 175 428 267 D 1 61A0.340 w 12.24 45.17 54 0 661 2439 54 0 661 2439 1 1 JO 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 P 16B-19ad 0.049 1.76 2.69 462 462 815 1245 462 462 815 1245 C 16CR-38ad 0.026 w 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-cph 1.358 w 0.00 0.001 0 0 0 01 0 0 01 0 1 I 6 c)AED excursion 541 541 Envelope Iossfgain 4800 7306 4800 7306 12 a) Infiltration 1968 586 1968 586 b) Room ventilation 01 01 1 1 01 0 13 Internal gains: Occupants @ 250 500 2 500 Appliances/other 1500 1500 Subtotal(lines 6 to 13) 6769 98921 6769 9892 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6769 9892 6769 9892 15 Duct loads 37/, 35% 2528 3457 37% 35% 2528 3457 Total room load 9297 13349 9297 13349 Air required(cfm) 600 600 600 600 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w r ig h is o' 2014-Jul-28 14:39:42 Right-Suite . . RU1648 Page 4 ._ide HomesUAtlantic Beach Country Club Lot 3 rup Calc=MJ8 Front Door faces: W +F wrightsoft Right-J® Worksheet Job: Atlantic Beach Country Clu... Model office Date: 2014 A/C Designs of St.Augustine Inc. BY: 103 Llberty Center Place,St.Augustine.FL 32092 Phone:904-829-8898 Fax:904-829-6587 1 Room name Model office Sales Office 2 Exposed wall 62.0 ft 62.0 ft 3 Room height 10.0 ft 10.0 ft heat/cool 4 Room dimensions 553.0 x 1.0 It 5 Room area 553.0 ft' 553.0 ft' Ty ConstructionU-value Or HTM Area (ft) Load Area (ft) Load number -, F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VLG12E-Osw 0.068 in 2.45 1.52 243 201 492 306 243 201 492 306 61A 0.340 n 12.24 12.41 18 0 220 223 18 0 220 223 D 1110 0.600 n 21.60 18.90 24 24 518 454 24 24 518 454 UU 12E-Osw 0.068 a 0.00 0.00 0 0 0 0 0 0 0 0 11 L---G 61A 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 V)J 12E-0sv 0.068 s 0 00 0.00 0 0 0 0 0 0 0 0 - G61A 0.340 s 0.00 0,00 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.45 1.52 220 220 539 335 220 220 539 335 61 A 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 D 11.10 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 P 168.19ad 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 C 16CR-38ad 0.026 w 0.94 1.17 553 553 518 647 553 553 518 647 F 22A-cph 1.358 w 48.89 0.00 553 62 3031 0 553 62 3031 0 l 6 c)AED excursion 0 0 Envelope lossigain 5318 1965 5318 1965 12 a) Infiltration 919 273 919 273 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 250 0 0 0 0 Appliances/other 1500 1500 Subtotal(lines 6 to 13) 6237 3739 6237 3739 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6237 3739 623? 3739 15 Duct loads 34'!. 73% 2101 2736 34% 73% 2101 273_ Total room load 8338 6475 8338 6475 Air required(cfm) 567 567 567 567 Calculations approved by ACC,A to meet all requirements of Manual J 8th Ed. - wrightsoft2014-Jul-2814:39:42 4A Right-Suite'€r Universal 2013 13.0.13 RSU01648 Page 5 We Homes\Atlantic Beach Country Club Lot 3 rup Calc=MJ8 Front Door faces: W Level 1 I Owners I 43 dm 7„ i43 c;.. 7' \ ` 0!LNc a 2 O;Bath Family —12" 92. B" F,0 cfm F� O Wag: 177 On 74 dm 1 Cafe Kitchen n .... 7.hn r.�. I! a Hall 12' 49cfm 7�din '... Parmy Lakin dAH etm '2 Foyer --._........-..........- ...._........... Stairs g In 2 3 Pwdr O.,m Hall L� " Temp Office. Temp Offire I— `zea.: Job M A/C Designs Scale: 1 : 123 Performed for: Page 1 Riverside Homes 103 Liberty Center Place Right-Suite,!Universal 2013 Saint Augustine,FL 32092 13.0.13 RSU01W Phone:904-829-8898 Fax:904-829-6587 2014-Jul-28 11:51:17 ...de Homes\Revised Preliminary.rup level 2 VJic 2 3 3 Chi 4' Bed 2 Tr 72_ctm Bath 2 0 185 ctm Loft 594 Stairs 2 71 A' Bath 3 26 CIM 210 tln Bed 3 Job#: A/C Designs Scale: 1 : 123 Performed for: Page RiverSide Fomes 103 Liberty Center Place Right-Suite(Fa Universal 2013 Saint Augustine,FL 32092 13.0.13 RSU01648 Phone:904-829-8898 Fax:904-829-6587 2014-Jul-2811:51:17 Duct System Summary Job: 1�if E`ightSQ Date: 2014 DS AH By: A/C Designs Plan: Revised Preliminary 103 Liberty Center Place.Saint Augustine.FL 32092 Phone:904829-8898 Fax:904-829-6587 Projilidt Information For: RiverSide Homes Heating Cooling External static pressure 0 in H2O 0 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply/return available pressure 0.000!0.000 in H2O 0.000/0.000 in H2O Lowest friction rate 0 in/100ft 0.100 in/100ft Actual airflow 1274 cfm 1274 cfm Total effective length (TEL) 187 ft • • y : eta . • Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) I (cfm) FR I (in) (in) ( Mat Ln (ft) Ln (ft) (Trunk Cate h 1494 117 66 0.100 6.0 Ox 0 VIFx 17.9 115.0 st5 Dining h 1610 74 71 0.100 6.0 Ox 0 VIFx 28.8 115.0 st4 Family C 4056 149 180 0.100 8.0 Ox 0 VIFx 37.7 115.0 st3 Family-A c 4056 149 180 0.100 8.0 Ox 0 VIFx 26.2 115.0 st3 Foyer h 2277 129 101 0.100 6.0 Ox 0 VIFx 23.3 115.0 st4 Hall. C 1635 2 73 0.100 6.0 0x0 VIFx 24.3 115.0 st4 Kitchen c 4001 14 177 0.100 8.0 Ox 0 VIFx 20.3 115.0 st5 Laun c 168 5 7 0.100 4.0 0x 0 VIFx 18.7 115.0 st5 0/Bath h 1772 92 79 0.100 6,0 Oxo VIFx 38.5 115.0 st3 o/We c 45 1 2 0.100 4.0 Ox 0 VIFx 47.0 135.0 st6 o/wnc c 1796 42 80 0.100 6.0 Ox 0 VIFx 27.0 115.0 st3 Owners h 2042 143 91 0.100 7.0 Ox 0 VIFx 52.4 135.0 st6 Owners-A h 2042 143 91 0.100 7.0 Ox 0 VIFx 50.0 135:0 st6 Pantry h 405 49 18 0.100 4.0 Ox 0 VIFx 24.4 115.0 st5 Pwdr h 58 9 3 0.100 4.0 Ox 0 VIFx 41.0 135.0 st7 Temp once h 1257 155 56 0.100 7.0 Ox 0 VIFx 40.4 135.0 st7 2014-Ju1-28 11:50.29 wrightsoft Right-SutteS Universal 2013 13.0.13 RSU01646 Page 1 J9t'tG?t ...lies EMverside HomesWevised Pretlminary.rup Calc=a1J8 Front Door feces: Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name I Type (cfm) (cfm) I FR (fpm) I (in) (in) ( Material Trunk st3 Peak AVF 719 701 0.100 515 16.0 0 x 0 VinlFlx st6 Peak AVF 287 183 0.100 365 12.0 0 x 0 VinlFlx st3 st7 Peak AVF 164 58 0.100 301 10.0 0 x 0 VinlFlx st4 st4 Peak AVF 369 303 0.100 470 12.0 0 x 0 VinlFlx sty Peak AVF 185 269 0.100 343 12.0 0 x 0 VinlFlx Return Branch Detail Table Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name I Size (in) (cfm) I (cfm) ( (ft) I FR ( (fpm) I (in) (in) ( Opening (in) Matl I Trunk rb3 ! Ox 0 1 12741 12741 o 01 01 01 Ox 0 1 I VIFx 2014-Jul-28 11:50:29 + wrightSOft` Right-SulteF,Universal 2013 13.0,13 RSU01648 Page 2 ...Iles ES\Riverside Homes\Revised Pretiminarv.rup Calc=MJS Front Door faces Duct System Summa ry Job: wrightsof Date: 2014 Sales Center By: A/C Designs Plan: Revised Preliminary 103 Liberty Center Place,Saint Augustine,FL 32092 Phone:904-829-8898 Fax:904-829-6587 Project Information For: RiverSide Homes Heating Cooling External static pressure 0 in H2O 0 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply/return available pressure 0.000 0.000 in H2O 0.000!0.000 in H2O Lowest friction rate 0 in/100ft 0.100 in/100ft Actual air flow 608 cfm 608 cfm Total effective length (TEL) 113 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name I (Btuh) (cfm) (cfm) FR I (in) (in) Matl Ln (ft) Ln (ft) (Trunk Temp Office. C 4567 203 203 0.100 8.0 Ox 0 1 VIFx 5.0 95.0 Temp ORice:A c 4567 203 203 0.100 8.0 Ox 0 VIFx 11.2 95.0 Temp Office:B c 4567 203 203 0.100 8.0 Ox 0 VIFx 18.4 95.0 Return Branch Detail Table Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name I Size(in) (cfm) I (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb5 Ox 0 608 608 0 01 0 0 Ox 0 VIFx 2014-Jul-28 11:50:29 . wrig 1tSOft°` Right-Sutter Universal 2013 13.0.13 RSU01648 Page 3 ...lies ESNRiverside Homes%Revised Prellminary.rup Calc=MJ8 Front Door feces: . :. wrightsoft Duct System Summary Date: 2014 US AH By: A/C Designs Plan: Revised Preliminary 103 Liberty Center Place,Saint Augustine,FL 32092 Phone:904-829.8898 Fax:904-829-6587 P •ject Information For: Riverside Homes Heating Cooling External static pressure 0 in H2O 0 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply/return available pressure 0.00010.000 in H2O 0.000/0.000 in H2O Lowest friction rate 0 in/100ft 0.100 in/100ft Actual air flow 594 cfm 594 cfm Total effective length (TEL) 142 ft SupplyBranch Detail Table Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR I (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 2 h 393 34 17 0.100 4.0 Ox 0 VIFx 10.8 120.0 st2 Bath 3 h 324 26 14 0.100 4.0 Ox 0 VIFX 14.6 115.0 st1 Bed 2 h 2561 122 113 0.100 7.0 0x 0 VIFx 11.8 120.0 st2 Bad h 4003 210 177 0.100 &0 Oxo VIFx 22.1 120.0 st1 Lon c 4172 143 185 0.100 8.0 Ox 0 VIFx 12.2 115.0 st1 Stairs 2 C 1604 25 71 0.100 6.0 Ox 0 VIFx 9.0 115.0 st1 1Mc 2 h 368 36 16 0.100 4.0 Ox 0 VIFx 12.2 120.0 st2 SupplyDetail Table Trunk I Htg Cig Design Veloc Diam H x W I Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk sti Peak AVF I 403 .447 0.100 I 570 12.00 x 0 VInIFIX st2 Peak AVF 191 147 0.100 351 10.0 0 x 0 VinlFlx Detail Table Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct (Name Size (in) I (cfm) ( (cfm) I (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb4 Ox 0 594 594 0 01 0 0 ox 0 VIFx 2014-Jul-28 11:50:29 .�; wrightSOft Right-Sufte!aUniversal201313.0.13RSL101648 Page4 JOM ...Iles ESNRiverside HOmeSWOVi5ed Preilminary.rup Calc=MJ8 Front Door faces Riverside Homes Site Inforrh'ation Atlantic Beach Country Club lot 3, Duval Structural Engineer of Record_ Derek B.Murray PE No.71457 4745 Sutton Park Court,Suite 402 PEX- Jacksonville, FL 32224 :TECHNOLOGY WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00) MWFRS TCLL 20 psf TCLL 40 psf 130 MPH(3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 10 psf Enclosed Structure(0.18) BCLL 10 psf BCLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category II(Res) FBC2010 Residential/TPI-2007 Design Program: ITW VIEW v14.00.000 This Package inlcudes 106 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE 1 ABCC3 FG1 7/16/2014 31 ABCC3 P1301 7/16/2014 61 ABCC3 T29 7/16/2014 2 ABCC3 FG2 7/16/2014 32 ABCC3 P602 7/16/2014 62 ABCC3 T30 7/16/2014 3 ABCC3 FG3 7/16/2014 33 ABCC3 T01 7/16/2014 63 ABCC3 T31 7/16/2014 4 ABCC3 FG4 7/16/2014 34 ABCC3 T02 7/16/2014 64 ABCC3 T32 7/16/2014 5 ABCC3 FG5 7/16/2014 35 ABCC3 T03 7/16/2014 65 ABCC3 T33 7/16/2014 6 ABCC3 FG6 7/16/2014 36 ABCC3 T04 7/16/2014 66 ABCC3 T34 7/16/2014 7 ABCC3 GE01 7/16/2014 37 ABCC3 T05 7/16/2014 67 ABCC3 T35 7/16/2014 8 ABCC3 GE02 7/16/2014 38 ABCC3 T06 7/16/2014 68 ABCC3 T36 7/16/2014 9 ABCC3 GE03 7/16/2014 39 ABCC3 T07 7/16/2014 69 ABCC3 T37 7/16/2014 10 ABCC3 GE04 7/16/2014 40 ABCC3 T08 7/16/2014 70 ABCC3 T38 7/16/2014 11 ABCC3 HJ01 7/16/2014 41 ABCC3 T09 7/16/2014 71 ABCC3 T39 7/16/2014 12 ABCC3 HJ02 7/16/2014 42 ABCC3 T10 7/16/2014 72 ABCC3 T40 7/16/2014 13 ABCC3 HJ03 7/16/2014 43 ABCC3 T11 7/16/2014 73 ABCC3 T41 7/16/2014 14 ABCC3 HJ04 7/16/2014 44 ABCC3 T12 7/16/2014 74 ABCC3 T42 7/16/2014 15 ABCC3 HJ05 7/16/2014 45 ABCC3 T13 7/16/2014 75 ABCC3 T43 7/16/2014 16 ABCC3 HJ06 7/16/2014 46 ABCC3 T14 7/16/2014 76 ABCC3 T44 7/16/2014 17 ABCC3 J01 7/16/2014 47 ABCC3 T15 7/16/2014 77 ABCC3 T45 7/16/2014 18 ABCC3 J02 7/16/2014 48 ABCC3 T16 7/16/2014 78 ABCC3 T46 7/16/2014 19 ABCC3 J03 7/16/2014 49 ABCC3 T17 7/16/2014 79 ABCC3 T46A 7/16/2014 20 ABCC3 J04 7/16/2014 50 ABCC3 T18 7/16/2014 80 ABCC3 T47 7/16/2014 21 ABCC3 J05 7/16/2014 51 ABCC3 T19 7/16/2014 81 ABCC3 T48 7/16/2014 22 ABCC3 J06 7/16/2014 52 ABCC3 T20 7/16/2014 82 ABCC3 T49 7/16/2014 23 ABCC3 J07 7/16/2014 53 ABCC3 T21 7/16/2014 83 ABCC3 T50 7/16/2014 24 ABCC3 J08 7/16/2014 54 ABCC3 T22 7/16/2014 84 ABCC3 T51 7/16/2014 25 ABCC3 J09 7/16/2014 55 ABCC3 T23 7/16/2014 85 ABCC3 01111111117/16/2014 26 ABCC3 J10 7/16/2014 56 ABCC3 T24 7/16/2014 86 ABCC3�� R /I 7/16/2014 27 ABCC3 J11 7/16/2014 57 ABCC3 T25 7/16/2014 87 AB •.••"' 'f5 �f 6/2014 28 ABCC3 J12 7/16/2014 58 ABCC3 T26 7/16/2014 88 C*:• 2014 29 CC3 J13 7/16/2014 59 ABCC3 T27 7/16/2014 89 014 1 AB 30 ABCC3 J14 7/16/2014 60 ABCC3 T28 7/16/2014 90 T ? ,21014 T Apex Technology o •� �T - ••.O Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida En®neer Business No.7547-4745 id •,•/9 A •• , Sutton Park Court Suite 402 Jacksonville,FL 32224(904)821-5200 ♦ •• �` �1 N The seal on this index sheet indicates acceptance of professional eng lely for the Truss Design Drawings listed above neering responsibility so �// �• and attached. The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer,per ANSI/TPI 1- fit 111111 10 2002 Section 2 With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 61G15- 7/16/2014 31.003 of the Florida Board of Professional Engineers Job#ABCC3 BEARING INFORMATION WOODTRUSS QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 24'09"08 FG1 COMN 3.00/12 Pitch 2-Ply 1 4410.76 1137.00 2 6489.55 1299.00 1 10'04"00 FG2 FLAT 0.00/12 Pitch 3-Ply 1 4362.67 0.00 2 3279.54 0.00 1 05'04"00 FG3 FLAT 0.00/12 Pitch 2-Ply 1 781.33 0.00 2 781.33 0.00 1 19'07"08 FG4 FLAT 0.00/12 Pitch 2-Ply 1 1249.20 0.00 2 1423.94 0.00 1 03'06"00 FG5 FLAT 0.00/12 Pitch 2-Ply 1 572.92 0.00 2 514.39 0.00 1 15'01"08 FG6 FLAT 0.00/12 Pitch 3-Ply 1 6183.53 0.00 2 6061.02 0.00 1 20'11"00 GE01 GABL 7.00/12 Pitch 1 -Ply 1 648.40 283.00 2 648.40 283.00 1 18'07"00 GE02 GABL 7.00/12 Pitch 1 -Ply 1 963.52 356.00 2 963.52 356.00 1 21'06"08 GE03 GABL 7.00/12 Pitch 1 -Ply 1 730.10 202.00 2 730.10 201.00 1 24'09"08 GE04 GABL 7.00/12 Pitch 1 -Ply 1 1390.24 527.00 2 1179.99 421.00 2 09'10"01 HJ01 HIP-JACK 4.95/12 Pitch 1 -Ply 1 326.93 185.00 2 342.91 170.00 3 90.19 80.00 1 02'00"00 HJ02 HIP-JACK 4.95/12 Pitch 1 -Ply 1 65.14 15.00 2 28.56 0.00 3 53.73 49.00 2 02'00"11 HJ03 COMN 4.95/12 Pitch 1 -Ply 1 67.06 15.00 2 67.06 47.00 2 04'06"06 HJ04 COMN 4.95/12 Pitch 1 -Ply 1 196.24 71.00 2 172.19 60.00 1 07'00"02 HJ05 HIP JACK 2.12/12 Pitch 1 -Ply 1 166.38 88.00 2 99.11 45.00 3 109.49 51.00 1 05'00"12 HJ06 COMN 4.95/12 Pitch 1 -Ply 1 168.42 53.00 2 316.37 118.00 4 01'00"00 J01 JACK 7.00/12 Pitch 1 -Ply 1 37.61 3.00 2 13.35 1.00 3 23.19 26.00 4 03'00"00 J02 JACK 7.00/12 Pitch 1 -Ply 1 99.32 11.00 2 43.22 0.00 3 79.24 82.00 4 05'00"00 J03 JACK 7.00/12 Pitch 1 -Ply 1 165.52 27.00 2 72.18 2.00 3 129.16 129.00 6 07'001100 J04 EJACK 7.00/12 Pitch 1 -Ply 1 231.73 44.00 2 101.10 4.00 3 179.31 179.00 10 01'06"00 J05 COMN 7.00/12 Pitch 1 -Ply 1 53.97 6.00 2 45.35 37.00 Page 1 of 5 BEARING INFORMATION Job#ABCC3 QTY gpgN DESCRIPTION BRG# REACTION UPLIFT 6 01'00"00 J06 JACK 7.00/12 Pitch 1 -Ply 1 37.61 0.00 2 13.35 0.00 3 23.19 19.00 7 03'03"00 J07 COMN 7.00/12 Pitch 1 -Ply 1 107.59 3.00 2 107.59 59.00 2 01'00"00 J08 JACK 3.00/12 Pitch 1 -Ply 1 34.26 15.00 2 19.53 13.00 3 24.71 15.00 2 03'00"00 J09 JACK 3.00/12 Pitch 1 -Ply 1 96.65 49.00 2 58.06 38.00 3 77.92 42.00 2 05'00"00 J10 EJACK 3.00/12 Pitch 1 -Ply 1 161.08 82.00 2 95.58 62.00 3 126.58 66.00 3 04'08"00 J11 JACK 3.00/12 Pitch 1 -Ply 1 150.34 76.00 2 89.34 58.00 3 118.47 55.00 2 03'00"00 J12 JACK 7.00/12 Pitch 1 -Ply 1 99.32 2.00 2 42.80 0.00 3 80.57 59.00 9 03'07"08 J13 COMN 7.00/12 Pitch 1 -Ply 1 120.00 5.00 2 120.00 65.00 2 03'07"08 J14 MONO 3.00/12 Pitch 1 -Ply 1 116.78 21.00 2 116.78 35.00 1 06'06"02 PB01 COMN 7.00/12 Pitch 1 -Ply 1 49.08 15.00 2 389.20 184.00 2 03'09"14 PB02 MONO 7.00/12 Pitch 1 -Ply 1 16.55 13.00 2 175.02 34.00 3 16.55 7.00 1 22'11"00 T01 HIPS 7.00/12 Pitch 1 -Ply 1 1885.41 968.00 2 1885.41 968.00 1 22'11"00 T02 HIPS 7.00/12 Pitch 1 -Ply 1 758.63 174.00 2 758.63 174.00 1 22'11"00 T03 HIPS 7.00/12 Pitch 1 -Ply 1 758.63 170.00 2 758.63 170.00 1 22'11"00 T04 COMN 7.00/12 Pitch 1 -Ply 1 758.63 170.00 2 758.63 170.00 1 22'11"00 T05 SPEC 7.00/12 Pitch 1 -Ply 1 758.63 169.00 2 758.63 168.00 1 22'11"00 T06 SPEC 7.00/12 Pitch 1 -Ply 1 758.63 169.00 2 758.63 168.00 1 22'11"00 T07 SPEC 7.00/12 Pitch 1 -Ply 1 758.63 169.00 2 758.63 168.00 1 22'11"00 T08 SPEC 7.00/12 Pitch 1 -Ply 1 758.63 168.00 2 758.63 168.00 1 22'11"00 T09 SPEC 7.00/12 Pitch 1 -Ply 1 835.85 284.00 2 763.71 244.00 12: 20'11"00 T10 COMN 7.00/12 Pitch 1 -Ply 1 377.42 256.00 2 558.36 85.00 3 542.40 316.00 2 20'11"00 T11 COMN 7.00/12 Pitch 1 -Ply 1 745.54 277.00 Page 2 of 5 Job#ABCC3 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 745.97 304.00 1 18'07"00 T12 COMN 7.00/12 Pitch 1 -Ply 1 615.18 181.00 2 615.18 181.00 1 18'07"00 T13 COMN 7.00/12 Pitch 1 -Ply 1 615.18 178.00 2 615.18 187.00 1 18'07"00 T14 COMN 7.00/12 Pitch 1 -Ply 1 615.18 176.00 2 615.18 190.00 1 18'07"00 T15 COMN 7.00/12 Pitch 1 -Ply 1 615.18 174.00 2 615.18 193.00 1 18'07"00 T16 COMN 7.00/12 Pitch 1 -Ply 1 615.18 63.00 2 615.18 121.00 1 18'07"00 T17 COMN 7.00/12 Pitch 1 -Ply 1 615.18 68.00 2 615.18 136.00 1 17'05"00 T18 COMN 7.00/12 Pitch 1 -Ply 1 576.56 64.00 2 576.56 136.00 1 17'05"00 T19 COMN 7.00/12 Pitch 1 -Ply 1 576.56 69.00 2 576.56 151.00 1 17'05"00 T20 COMN 7.00/12 Pitch 1 -Ply 1 576.56 75.00 2 576.56 166.00 1 17'05"00 T21 COMN 7.00/12 Pitch 1 -Ply 1 576.56 83.00 2 576.56 181.00 1 17'05"00 T22 COMN7.00/12 Pitch 1 -Ply 1 576.56 63.00 2 576.56 179.00 1 17'05"00 T23 COMN 7.00/12 Pitch 1 -Ply 1 576.56 43.00 2 576.56 177.00 1 15'05"00 T24 COMN 7.00/12 Pitch 1 -Ply 1 510.35 8.00 2 510.35 177.00 1 15'05"00 T25 COMN 7.00/12 Pitch 1 -Ply 1 510.35 0.00 2 510.87 0.00 3 15'05"00 T26 MONO 7.00/12 Pitch 1 -Ply 1 551.22 0.00 2 609.49 177.00 1 20'05"08 T27 MONO 7.00/12 Pitch 1 -Ply 1 501.43 1.00 2 693.41 179.00 3 184.04 76.00 1 14'11"08 T28 COMN 3.00/12 Pitch 1 -Ply 1 1182.27 510.00 2 1425.68 674.00 1 36'00"08 T29 COMN 3.00/12 Pitch 1 -Ply 1 373.93 283.00 2 1582.02 400.00 3 565.20 159.00 1 36'00"08 T30 COMN 3.00/12 Pitch 1 -Ply 1 355.03 272.00 2 1638.49 409.00 3 544.05 156.00 1 36'00"08 T31 COMN 3.00/12 Pitch 1 -Ply 1 356.99 267.00 2 1630.89 411.00 3 545.60 155.00 1 36'00"08 T32 COMN 3.00/12 Pitch 1 -Ply 1 339.31 256.00 2 1635.18 316.00 3 560.59 58.00 1 36'00"08 T33 COMN 3.00/12 Pitch 1 -Ply 1 343.46 265.00 2 1674.74 328.00 Page 3 of 5 BEARING INFORMATION Job#ASCC3 •QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 3 526.39 59.00 1 36'00"08 T34 COMN 3.00/12 Pitch 1 -Ply 1 335.78 247.00 2 1700.00 386.00 3 505.95 115.00 1 36'00"08 T35 COMN 3.00/12 Pitch 1 -Ply 1 336.85 237.00 2 1697.67 410.00 3 502.92 139.00 1 36'00"08 T36 COMN 3.00/12 Pitch 1 -Ply 1 342.15 235.00 2 1674.60 406.00 3 510.14 159.00 1 36'00"08 T37 COMN 3.00/12 Pitch 1 -Ply 1 344.06 238.00 2 1656.32 391.00 3 521.83 163.00 2 36'00"08 T38 COMN 3.00/12 Pitch 1 -Ply 1 341.10 251.00 2 1680.31 387.00 3 513.95 161.00 1 08'00"00 T39 HIPM 3.00/12 Pitch 1 -Ply 1 429.95 176.00 2 674.35 310.00 1 08'00"00 T40 HIPM 3.00/12 Pitch 1 -Ply 1 257.72 133.00 2 257.72 146.00 4 08'00"00 T41 MONO 3.00/12 Pitch 1 -Ply 1 257.72 132.00 2 257.72 143.00 6 07'08"00 T42 MONO 3.00/12 Pitch 1 -Ply 1 256.38 131.00 2 256.26 135.00 2 07'08"00 T43 MONO 3.00/12 Pitch 1 -Ply 1 386.66 144.00 2 439.92 162.00 1 07'08"00 T44 MONO 3.00/12 Pitch 1 -Ply 1 493.97 119.00 1 26'09"00 T45 COMN 3.00/12 Pitch 1 -Ply 1 864.13 160.00 2 874.41 170.00 10 26'06"08 T46 COMN 3.00/12 Pitch 1 -Ply 1 880.12 159.00 2 991.29 167.00 1 26'06"08 T46A COMN 3.00/12 Pitch 1 -Ply 1 2862.50 0.00 2 867.42 0.00 1 24'09"08 T47 COMN 7.00/12 Pitch 1 -Ply 1 820.70 236.00 2 820.70 255.00 1 24'09"08 T48 COMN 7.00/12 Pitch 1 -Ply 1 820.70 234.00 2 820.70 258.00 1 24'09"08 T49 COMN 7.00/12 Pitch 1 -Ply 1 820.70 232.00 2 820.70 262.00 1 24'09"08 T50 COMN 7.00/12 Pitch 1 -Ply 1 820.70 229.00 2 820.70 265.00 1 24'09"08 T51 COMN 7.00/12 Pitch 1 -Ply 1 820.70 100.00 2 820.70 198.00 1 24'09"08 T52 COMN 7.00/12 Pitch 1 -Ply 1 820.70 116.00 2 820.70 230.00 1 24'09"08 T53 COMN 7.00/12 Pitch 1 -Ply 1 820.70 135.00 2 820.70 258.00 1 24'09"08 T54 COMN 7.00/12 Pitch 1 -Ply 1 820.70 115.00 2 820.70 256.00 1 24'09"08 T55 COMN 7.00/12 Pitch 1 -Ply 1 820.70 98.00 Page 4 of 5 Job#ABCC3 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 820.70 260.00 1 06'04"08 T56 FLAT 0.00/12 Pitch 1 -Ply 1 313.94 146.00 2 444.37 225.00 1 21'04"08 T57 COMN 3.00/12 Pitch 1 -Ply 1 712.77 68.00 2 713.56 240.00 WOODFLOOR QTY SPAN DESCRIPTION 1 BRG# REACTION UPLIFT 3 22'05"08 F01 SY42 0.00/12 Pitch 1 -Ply 1 1236.51 0.00 2 1221.41 0.00 3 22'11"00 F02 SY42 0.00/12 Pitch 1 -Ply 1 1282.53 0.00 2 3103.31 0.00 2 22'11"00 F03 SY42 0.00/12 Pitch 1 -Ply 1 1247.92 0.00 2 1247.92 0.00 1 13'00"04 F04 SY42 0.00/12 Pitch 1 -Ply 1 717.48 0.00 2 702.31 0.00 2 13'01"00 F05 SY42 0.00/12 Pitch 1 -Ply 1 707.08 0.00 2 707.08 0.00 1 04'01"00 F06 SY42 0.00/12 Pitch 1 -Ply 1 212.08 0.00 2 212.08 0.00 2 13'11"00 F07 SY42 0.00/12 Pitch 1 -Ply 1 752.92 0.00 2 752.92 0.00 8 13'06"08 F08 SY42 0.00/12 Pitch 1 -Ply 1 746.12 0.00 2 730.96 0.00 1 1701"08 FGE1 SY42GABLy 1 73.79 0.00 0.00/12 Pitch 1 -PI 2 1784.96 0.00 1 09'00"00 FGE2 SY42GABL 0.00/12 Pitch 1 -Ply 1 965.00 0.00 1 13'11"00 FGE3 SY42GABL 0.00/12 Pitch 1 -Ply 1 1426.76 0.00 2 79.07 0.00 1 09'10"00 FGE4 SY42GABL 0.00/12 Pitch 1 -Ply 1 982.60 0.00 2 74.07 0.00 1 03'03"08 FGE5 SY42GABL 0.00/12 Pitch 1 -Ply 1 349.58 0.00 1 06'08"08 FGE6 SY42GABL 0.00/12 Pitch 1 -Ply 1 725.42 0.00 2 01'08"00 FS1 SY42 0.00/12 Pitch 1 -Ply 1 183.33 0.00 1 01'01"08 FS2 SY42 0.00/12 Pitch 1 -Ply 1 123.75 0.00 Total of Trusses 207 Maximun Height 11'02"03 Page 5 of 5 D m oo � m rn �u cn S 4 w Cf) r) ccm�m< mm �Tco� O D Z m D _X om��So x p G) W O � � m z m D m 3Z rzmm�z D m z � m m m m �' m z ?o mem. m°° n m 0 C!l m 0 m n 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Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.622 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.785 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.703 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A_B 0 -897 G-H 0 -4318 I:NA GCpi:NA Plate Type(s): B-C 0-2452 H-1 0 -4306 Wind Duration:NA WAVE,HS VIEW Ver:14.02.02A.0619.20 1 1 D-E 0-4184 J-K 0 -2522 Lumber Camber E-F 0-4184 K-L 0 -982 Value Set:13B(Effective 6/1/2013) Max JT VERT DEFL:LL:0.43"DL:0.31".See detail F-G 0-4318 Top chord 4x2 SP#2:T2 4x2 SP M-30: DEFLCAMB0813 for camber recommendations. Bot chord 4x2 SP M-31:132 4x2 SP M-30: End Vertical Attachment Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 SP#3Chords Tens.Comp. Chords Tens. Comp. Attach notched end vertical(s)to next end vertical Lumber value set"13B"uses design values approved using(3)qty.10d box or(0.128"x3"min)gun nails X_W 0 -1 R-Q 3985 0 1/30/2013 by ALSC through wide face or(3)qty.1-1/2"leg 16-Gage 1" W_V 1789 0 Q-P 3985 0 Plating Notes wide(minimum)Crown staples on each narrow face. V-U 3089 0 P-0 3145 0 U-T 3960 0 O-N 1868 0 All plates are 2X4 except as noted. Additional Notes T-S 4359 0 N-M 0 0 Plate Shift Table See detail STRBRIBR0211 for bracing and bridging S-R 4318 0 recommendations. JT Plate Lateral Chord JT Plate Lateral Chord Provide for complete drainage of roof. No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(lbs) [3] 5X5 2.75 L 1.25 [4] 4X4 1.75 L 1.25 Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. [5] 4X4 2.25 L 1.25 [61 3X4 1.50 L 1.25 The overall height of this truss excluding overhang is Y-X 0 -65 S-G 146 -226 [7] 3X4 2.50 L 1.25 [15] 3X4 1.25 L 1.25 1.8-0 [17] 3X4 1.25 R 1.25 [18] 3X3 1.75 R 1.25 A-X 0-1157 H-R 0 415 [20] 4X4 2.25 R 1.25 [21] 4X4 1.75 R 1.25 A-W 1426 0 R-1 785 2 [22] 5X5 2.75 R 1.25 W-B 0-1416 I-P 0 -674 B-V 1054 0 P-J 661 0 Purlins V-C 0-1011 J-0 0 -989 In lieu of structural panels or rigid ceiling use purlins C-U 701 0 O-K 1038 0 to laterally brace chords as follows: U-D 0 -682 K-N 0 -1406 Chard Spacing(in oc) Start(ft) End(ft) D-T 364 0 N-L 1476 0 TC 24 0.25 22.46 T-F 0 -366 L-M 0 -1209 BC 120 0.25 22.46 F-S 403 -385 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15582/T13/SY42 Atlantic Beach Country Club lot 3,Duval Qty: 3 FROM: DRW: F02 Wgt:128.81bs / ... 07/16/14 11'7"8 13'8" 22'11" 117'8 2'0'8 9,3„ 0i8 (TYP) 1114X5 g C EE G H 1113X4[16] =3X4 L T �- Z A =4X5 1113X4 6 D W=3X4 1112X4 II 2X4 I J =4&4 =5X7 vT M°'1 1 Y=5X5[3] =4�[5] 1113X4[7] 1113X4[15] W=H0310 4X4 5X5[22] -1012 U T S RQ p 1112X4 1113X3[18] Q -4X4 i � 22'9" r` 22'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.408 G 667 360 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.736 G 369 362 Y 1283 /- /- /- /- /5.5 BCDL: 5.00 Category:NA N 3103 /- /- /- /- /3.5 9 ry: Snow Duration:NA HORZ(LL): 0.062 B - - Y Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.113 B N Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings Y&N are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.811 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.784 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.794 Chords Tens.Comp. Chords Tens. Comp C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A_g 0 -934 G-H 0 -4674 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE,HS VIEW Ver:14.02.02A.0619.20 C-D 0-3717 IIS- JI _ 0 _3966 Lumber Camber D-E 0-4442 J-K 0 -2980 Value Set:13B(Effective 6/1/2013) Max JT VERT DEFL:LL:0.41"DL:0.47".See detail E-F 0-4442 K-L 0 -1414 Top chord 4x2 SP M-3072 4x2 SP M-31: DEFLCAMB0813 for camber recommendations. F-G 0-4672 Bot chord 42 SP M-31 Webs 42 SP#3 End Vertical Attachment Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"1313"uses design values approved Attach notched end vertical(s)to next end vertical Chords Tens.Comp. Chords Tens. Comp 1/30/2013 by ALSC using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" Y-X 0 -1 S-R 4374 0 Special Loads wide(minimum)Crown staples on each narrow face. X-W 1863 0 R-Q 4374 0 ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00 W-V 3238 0 Q-P 3558 0 TC-From 100 plf at 0.13 to 100 plf at 22.79 Additional Notes V-U 4183 0 P-0 2373 0 BC-From 10 pIf at 0.00 to 10 pIf at 22.92 '2x6 continuous strongback.See detail U-T 4658 0 O-N 251 0 TC-1890 Ib Conc.Load at 22.67 STRBRIBR0211 for bracing and bridging T-S 4674 0 recommendations. Plating Notes Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(Ibs) All plates are 3X3 except as noted. The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens Comp Plate Shift Table 1-8-0. Z-Y 0 -67 T-G 134 -285 JT Plate Lateral Chord JT Plate Lateral Chord A-Y 0-1201 H-S 0 -432 No Size Shift Bite No Size Shift Bite A-X 1484 0 S-1 794 -66 [3] 5X5 2.75 L 1.25 [5] 4X4 2.25 L 1.25 X-B 0-1475 I-Q 0 _662 [6] 3X4 S 1.50 [7] 3X4 1.75 L 1.25 B-W 1113 0 Q-J 655 0 [15] 3X4 1.25 L 1.25 [16] 3X4 1.25 R 1.25 W-C 0-1071 J-P 0 -959 [18] 3X3 1.75 R 1.25 [22] 5X5 3.00 R 1.25 C-V 761 0 P-K 1003 0 V-D 0 -740 K-O 0 -1524 Purlins D-U 412 0 O-L 1668 0 In lieu of structural panels or rigid ceiling use purlins U-F 0 -426 L-N 0 -2526 to laterally brace chords as follows: F-T 502 -352 M-N 0 -573 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 22.67 BC 120 0.13 22.79 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson APE X PE No.60839 PE No.58544 Derek PE No. Murray .71457 ABCC3 Ply:1 SEQN:15474/T12/SY42 Atlantic beach Country Club lot 3,Duval Qty: 2 FROM: DRW: F03 Wgt:127.4lbs / ... 07/16/14 11,7"8 13'9"g 22'11" 117'8 2'2" 91"8 2,6„ (TYP) 1114X5 C p =EE3X3 K 1114X5 o_ Z A =4X4 4 =4X4 =3X3 W=3X4 G H =4X4 =3�4 19 =4X4 21 L M T Z5 + 90 1 ,o,2 fIEF5X5[3] =4X4[5] =3X4[7] =3X3 =3X3 =4X4 W= 310 =4X4[20] =5X5[22] Y X W V U T S 0 P O 113X3[18] �1 22'11" Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefl U# Loc R 1U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.434 G 620 360 Y 1248 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.679 G 396 358 N 1248 /- /- I- I- 15.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.065 B - - Y Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.103 B N Min Brg Width Req= 1.5 g NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings Y&N are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.613 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.746 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.686 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -906 G-H 0 -4389 I:NA GCpi:NA Plate Type(s): B-C 0 -2480 H-1 0 -4375 Wind Duration:NA WAVE,HS VIEW Ver:14.02.02A.0619.20 C-D 0-3576 1-J 0 -3562 D-E 0-4250 J-K 0 -2483 Lumber End Vertical Attachment E-F 0-4250 K-L 0 -905 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical F_G 0-4389 Top chord 4x2 SP M-31 using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1 Bot chord 4x2 SP M-31 " Webs 4x2 x2 S wide(minimum)Crown staples on each narrow face. Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values approved Additional Notes Y-X 0 -1 S-R 4009 0 1/30/2013 by ALSC +2x6 continuous strongback.See detail X-W 1807 0 R-Q 4009 0 Platin Notes STRBRIBRO211 for bracing and bridging W-V 3126 0 Q-P 3128 0 9 recommendations. All plates are 2X4 except as noted. V-U 4016 0 P- 1806 0 Truss must be installed as shown with top chord up. U-T 4430 0 O-N N 0 -1 Plate Shift Table The overall height of this truss excluding overhang is T-S 4389 0 JT Plate Lateral Chord JT Plate Lateral Chord 1-8-0. No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(Ibs) [3] 5X5 2.75 L 1.25 [4] 4X4 1.75 L 1.25 Webs Tens.Comp. Webs Tens. Comp. [51 4X4 2.25 L 1.25 [7] 3X4 2.75 L 1.25 Z_Y 0 65 T-G 154 253 [18] 3X3 1.75 R 1.25 [19] 3X4 1.75 R 1.25 (20] 4X4 2.25 R 1.25 (21] 04 1.75 R 1.25 A-Y 0-1168 H-S 0 -472 [22] 5X5 2.75 R 1.25 A-X 1440 0 S-1 868 0 X-B 0-1430 I-Q 0 -711 Purlins B-W 1069 0 Q-J 689 0 In lieu of structural panels or rigid ceiling use purlins W-C 0-1026 J-P 0 -1023 to laterally brace chords as follows: C-V 715 0 P-K 1075 0 Chord Spacing(in oc) Start(ft) End(ft) V-D 0 -698 K-0 0 -1431 TC 24 0.13 22.54 D-U 374 0 O-L 1438 0 BC 120 0.13 22.54 U-F 0 -376 L-N 0 -1168 Apply purlins to any chords above or below fillers F-T 433 -397 N-M 0 -65 at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.43"DL:0.33".See detail DEFLCAMB0813 for camber recommendations. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APEX Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15460/T9/SY42 Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: F04 Wgt: '0.0lbs / ... 07/16/14 5'4"8 7'9"4 13'0"4 5'4"82'4"12 5'3" 2-6"—� (TYP) 1111103 —=364[31 III ff 3 III�M =3�4[8] III Y3 ooT K H eo 1 10'1"2 3X3[4] =3X3[7] =3X4 =4X5 G 13'0"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.137 D 999 360 J 717 / BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.267 D 573 240 / /- /- /5.5 BCDL: 5.00 Category:NA J Mi / 9 rY Snow Duration:NA HORZ(LL): 0.031 B - - J Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.060 B G Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing J is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.795 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.696 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.324 Chords Tens.Comp. Chords Tens. Comp C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A_B 1 0 D-E 0 -1426 I:NA GCpi:NA Plate Type(s): B-C 0-1425 E-F 0 0 Wind Duration:NA WAVE VIEW Ver:14.02.02A.0619.20C-D 0-1436 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#2 STRBRIBR0211 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp Bot chord 4x2 SP#2 recommendations. Webs 4x2 SP#3 J-1 940 0 H-G 976 0 Provide for complete drainage of roof. I-H 1436 0 Lumber value set"l 3B"uses design values approved Truss must be installed as shown with top chord up. 1/30/2013 by ALSC The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(Ibs) Plate Shift Table 1-8-0. Webs Tens.Comp. Webs Tens. Comp JT Plate Lateral Chord JT Plate Lateral Chord K-J 0 10 D-H 0 238 No Size Shift Bite No Size Shift Bite A-J 0 -105 H-E 606 0 [3] 3X4 2.25L 1.25 [4] 3X3 1.25 R 1.25 [71 3X3 1.25 L 1.25 [8] 3X4 2.25 R 1.25 J-B 0-1105 E-G 0 -1132 B-1 635 0 F-G 0 106 Purlins I-C 0 -256 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 12.90 BC 120 0.13 12.90 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.1 28"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P ArnesoneAP E X PE No.60839 PE No.58544 Derek PE No.. M71457 urray . ABCC3 Ply:1 SEQN:15458/T10/S142 Atlantic Beach Country Club lot 3,Duval Qty: 2 FROM: DRW: F05 Wg1:72.81bs ! ... 07/16/14 5'4"8 7'8"8- 13,1" 5'4"8 2'4" 5'4"8 �..2,6,E (TYP) III ik3 =36X4[3] 111 PQ III1X3 =3X4[8] Ill 1X3 T ao r � G ro 101 2 3X3[4] =3X3[7] =4X5K J I H4X5 13'1" Loading Criteria(1st) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L!# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.124 D 999 360 K 707 !- !- /- / /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.242 C 623 240 H 707 /- /- / / 13.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.030 B - - K Min Brg Width Req= 1.5 EXP:NA HORZ(TL): 0.059 B H Min Brg Width Req= 1.5 Des Ld: 55.00 Bearings K&H are a rigid surface. NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.718 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.663 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.311 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -1385 I:NA GCpi:NA Plate Type(s): B-C 0-1385 E-F 1 0 Wind Duration:NA WAVE VIEW Ver:14.02.02A.0619.20 C-D 0 -1395 Lumber Additional Notes +2x6 continuous strop back.See detail Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) g Chords Tens.Comp. Chords Tens. Comp. STRBRIBR0211 for bracing and bridging Top chord 4x2 SP#2 recommendations. Bot chord 4x2 SP#2 K-J 923 0 I-H 923 0 Webs 4x2 SP#3 Provide for complete drainage of roof. J-1 1395 0 Lumber value set"1313"uses design values approved Truss must be installed as shown with top chord up. 1/30/2013 by ALSC The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(Ibs) 1-8-0 Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table L-K 0 -10 D-I 0 -244 JT Plate Lateral Chord JT Plate Lateral Chord A-K 0 -105 1-E 608 0 No Size Shift Bite No Size Shift Bite K-B 0-1086 E-H 0 -1086 [31 3X4 2.25 L 1.25 [41 3X3 1.25 R 1.25 B_J 808 0 F-H 0 105 [71 3X3 1.25 L 1.25 [8) 3X4 2.25 R 1.25 J-C 0 -244 H-G 0 -10 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 12.71 BC 120 0.13 12.71 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty 10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC3 Ply:1 SEQN:15454/T3/SY42 Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: F06 Wgt:30.81bs / ... 07/16/14 III 1X3 =3X3 III 1X3 A B C � G L p ao 10'1"2 F E =3X4 - X 4'1" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Lac R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.003 B 999 344 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT TL: 0.005 B 999 240 F 212 / / /- /' /5.5 ( ) E 212 / / /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.001 B - - F Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.001 B E Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings F&E are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.354 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.257 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.051 Chords Tens.Comp. Chords Tens. Comp C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: q_g 1 0 B-C 1 0 I:NA GCpi:NA Plate Type(s): Lumber Wind Duration:NA WAVE VIEW Ver:14.02.02A.0619.20 Maximum Bot Chord Forces Per Ply(Ibs)Value Set:136(Effective 6/1/2013) Chords Tens.Comp. Top chord 4x2 SP#2 F-E 122 0 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values approved Webs Tens.Comp. Webs Tens. Comp 1/30/2013 by ALSC G-F 0 -10 B-E 0 -214 Purlins A-F 0 -108 C-E 0 -14 In lieu of structural panels or rigid ceiling use purlins F-B 0 -144 E-D 0 -7 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 3.71 BC 43 0.13 3.71 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson APE X PE No.60839 PE No.58544 PE No. . Murray .71457 ABCC3 Ply:1 SEQN:15442/122/SY42 Atlantic Beach Country Club lot 3,Duval Qty: 2 FROM: DRW: F07 Wgt:79.8lbs / ... 07/16/14 8' 8'6' 13'11" 8' 6"d 5'4"8 �—2'6" (NP) 1111dC3 =4�C4[3] III PQ -3X3111E 3 =3X4[10] IIIaX3 Ta>r N H i ao 10-11-2 =4X5 11113(3 =4X ] � K -3X4 [121 13'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA 9 P NA Ct:NA CAT:NA PP Deflection in loc L/defl L!# Loc R !U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.111 D 999 360 M 753 /- /- / / /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.174 D 926 240 1 753 /- / / / /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.019 B M Min Brg Width Req 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.030 B 9 q- Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings M&I are a rigid surface. NCBCLL:10.00 g Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.477 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.652 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.338 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A_B 1 0 D-E 0 -1559 I:NA GCpi:NA Plate Type(s): B-C 0-1557 E-F 0 -1551 Wind Duration:NA WAVE VC-D 0-1557 F-G 1 0 IEW Ver:14.02.02A.0619.20 Lumber Additional Notes +2x6 continuous strongbackSee detail Maximum Bot Chord Forces Per Ply(Ibs) . Value Set:136(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. STRBRITop chord 4x2 SP#2 recommendations. for bracing and bridging Bot chord 4x2 SP#2 recommendations. M_L 998 0 K-J 1559 0 Webs 4x2 SP#3 Provide for complete drainage of roof. L-K 1563 0 J-1 1003 0 Lumber value set"13B"uses design values approved Truss must be installed as shown with top chord up. 1/30/2013 by ALSC The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp- 1-8-0. Plate Shift Table N-M 0 -10 D-K 22 -152 JT Plate Lateral Chord JT Plate Lateral Chord A-M 0 -106 E-J 13 -214 No Size Shift Bite No Size Shift Bite M_B 0-1174 J-F 644 0 [2] 4X5 2.75 L 1.25 [3] 4X4 2.25 L 1.25 B-L 652 0 F-I 0 -1179 [10] 3X4 2.25 R 1.25 [12] 4X5 2.75 R 125 C-L 0 -283 G-1 0 -105 Purlins L-D 183 -222 1-H 0 -10 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 13.54 BC 120 0.13 13.54 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer eAP"E X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Uummulaw PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15440/T23/SY42 Atlantic Beach Country Club lot 3,Duval Qty: 8 FROM: DRW: F08 Wgt:77.0lb, / ... 07/16/14 8 '3"8 13'6"8 8' 5'3" 2'6"-' (n'P) IIIIIX3 1111AX3 -364[3] IIIff3 =�ME =34[101 11113 T jq - M 0 10'1"2 P21 4X5 III1X3 =3X4 K 3X3[9] H 13'6"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.104 D 999 360 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT( )TL: 0.162 D 983 240 L 746 /- /- /- !- /5.5 H 731 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.018 H - - L Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.028 H H Min Brg Width Req= NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing L is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.436 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.595 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.342 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: I: A-B 1 0 D-E 0 -1542 GCpi:NA Plate Type(s): B-C 0-1531 E-F 0 -1535 Wind Duration:NA WAVE VIEW Ver:14.02.02A.0619.20 C-D 0-1531 F-G 0 0 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#2 STRBRIBR0211 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp Bot chord 4x2 SP#2 recommendations. Webs 4x2 SP#3 Truss must be installed as shown with top chord up. L-K 987 0 J-1 1532 0 Lumber value set"1313"uses design values approved The overall height of this truss excluding overhang is K J 1546 0 I-H 1030 0 1/30/2013 by ALSC 1-8-0 Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp JT Plate Lateral Chord JT Plate Lateral Chord M-L 0 -10 D-J 0 -116 No Size Shift Bite No Size Shift Site A-L 0 -105 E-1 58 -175 [2] 4X5 2.75 L 1.25 [3] 3X4 2.25 L 1.25 [9] 3X3 1.25 L 1.25 [10] 3X4 2.25 R 1.25 L-B 0-1161 I-F 593 0B-K 635 0 F-H 0 -1195 Purlins C-K 0 -261 G-H 0 -106 In lieu of structural panels or rigid ceiling use purlins K-D 0 -17 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 13.42 BC 120 0.13 13.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wideface or(3)qty.1-112"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPEMichael G Kozlowski Jeffrey P Arneson X PE No.60839 Derek Murray PE No.58544 PE No..71457 ABCC3 Ply:2 SEQN:15594/T76/COMN Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: FG1 Wgt:515.2lbs / ... 07/16/14 39-15 7'7'4 10'7"10 13'11"9 17'3"6 20'4"13 24'9"8 3'8"15 3'5'5 3'S"6 3'3"15 33"13 3'1"7 4471 113X8(23] C=4X4 M 12 04X5[18] F 7 /4X4(161 E Wi 3 2 %4X5sRS) D (al (a) 3X4 � 15 33X415] 6 tA5X5t1J T K 11136[31 3'4"10 =4X5141 36„2 '3X4[61 3'S"6 =3X41,7„146 6 -4X4(151 3'4'4 =5X7 3'6"4 08X8(221 4'7'11 114X&241 3'4"10 6'10"12 10'4'2 12' 1'8"B 17'0"9 20'6"13 24'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL /W TCDL: 7.00 Speed: 134 mph Pf:NA Ce:NA VERT(LL): 0.162 L 999 297 Q 4411 /1137 /_ /_ /_ /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.306 L 971 297 1 6490 /1298 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.043 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.081 H Q Min Brg Width Req= 2.2 g NCBCLL: 10.00 Mean Height:16.92 ft Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 3.3 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.378 Bearings Q&I are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.459 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.834 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 599 -2379 E-F 426 -2225 Wind Duration:1.60 WAVE VIEW Ver:14 02 02A 0619 20 B-C 753 -3212 F-G 243 -1373 C-D 731 -3300 G-H 206 -1185 Lumber Special Loads D-E 619 -2883 Value Set:13B(Effective 6/1/2013) ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Top chord 2x4 SP#2 TC-From 54 plf at 0.00 to 54 plf at 10.64 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x8 SP SS Dense TC-From 28 pIf at 10.64 to 28 pIf at 20.40 Webs 2x4 SP#3:W2,W14 2x4 SP#2: TC-From 27 plf at 20.40 to 27 plf at 24.79 Chords Tens.Comp. Chords Tens. Comp. W15 2x4 SP M-30: BC-From 5 plf at 0.00 to 5 plf at 12.00 Q P 7 2 M-L 3169 697 BC-From 5 pIf at 12.00 to 5 pIf at 24.79 P-0 2380 -594 L-K 2437 -513 Lumber value set"l 3B"uses design values approved BC- 565 Ib Conc.Load at 2.06 1/30/2013 by ALSC BC- 544 Ib Conic.Load at 4.06 O-N 3118 -725 K-J 1858 -351 BC- 546 Ib Conic.Load at 6.06 N-M 3169 -697 J-1 0 0 Bracing BC- 561 Ib Conc.Load at 8.06 Ib Conic.Load al 10.06 (a)Continuous lateral restraint equally spaced on BC- 526 BC- 506 Ib Conc.Load at 12.06 Maximum Web Forces Per Ply(lbs) member. BC- 503 Ib Conc.Load at 14.06 Webs Tens.Comp. Webs Tens. Comp. Nailnote BC- 510 Ib Conc.Load at 16.06 A-0 534 -2078 L-E 1412 -390 BC- 522 Ib Conc.Load at 18.06 A-P 2713 -679 E-K 358 -1245 Nail Schedule:0.131"x3",min.nails BC-3280 Ib Conc.Load at 19.27 Top Chord 1 Row @12.00"o.c. BC- 514 Ib Conc.Load at 20.06,22.06 P-B 227 -1014 K-F 2190 454 Bot Chord:1 Row @ 4.00"o.c. BC- 714 Ib Conc.Load at 24.06 B-0 1014 -182 F-J 414 -1934 Webs :1 Row @ 4"o.c. O-C 21 -205 G-J 628 -86 Use equal spacing between rows and stagger nails purlins C-N 117 0 J-H 3173 -552 in each row to avoid splitting. N-D 369 -92 H-1 526 -2966 In lieu of structural panels or rigid ceiling use purlins D-L 321 -1283 Plate Shift Table to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) JTPlate Lateral Chord JT Plate Lateral Chord TC 24 -0.13 24.67 No Size Shift Bite No Size Shift Bite BC 120 -0.13 24.67 [11 5X5 S 1.25 [31 3X8 S 4.75 Apply purlins to any chords above or below fillers [4] 4X5 1.75 R 125 (51 3X4 S 1 25 at 24"OC unless shown otherwise above. [6] 3X4 S 1.25 [151 4X4 S 1.25 [16] 4X4 2.75 L 1.25 [18] 4X5 3.75 L 1 25 Wind [221 8X8[24] 4X8 2 S R 3.75 4 75 [23] 3X8 1.25 R 125 Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 11-0-0 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904 821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC3 Ply:3 SEON:15587/T66/FLAT Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: FG2 Wgt:214.2lb, / ... 07/16/14 3'5"15 67"5 10'4" 3'5"15 3'17 3'8"11 A 5X5[1] 11126C X4 =3X8 1115X5[8] W2 90 10'1"2 H G F E 1114X4 3,57 =6X10[51 3,77 =4X8[71 3'3"3 1113X4 3157 7'0"13 10'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.057 B 999 240 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT TL: 0.103 B 999 180 H 4363 /- /- /- /- /4.0 VERT(TL): E 3280 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.008 A - - H Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.015 A E Min Brg Width Req= NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing H is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.217 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.288 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.749 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0-2585 C-D 0 -2343 I:NA GCpi:NA Plate Type(s): B-C 0-2585 Wind Duration:NA WAVE VIEW Ver:14.02.02A.0619.20 Lumber Purlins Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x6 SP SS Dense to laterally brace chords as follows: H-G 76 0 F-E 51 0 Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) Webs 2x6 SP#2:W2,W6 2x4 SP#2: TC 24 0.00 10.33 G-F 2491 0 :W4 2x4 SP#3: BC 120 0.00 10.33 Lumber value set"13B"uses design values approved Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) Lumber 013 value A et" at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. The TC of this truss shall be braced with attached Nailnote spans at 24"OC in lieu of structural sheathing. A-H 0-1381 C-F 0 -418 A-G 2654 0 F-D 2443 0 Nail Schedule:0.131"x3",min.nails Hangers/Ties B-G 0 -990 D-E 0 -907 Top Chord:2 Rows @ 4.50"o.c.(Each Row) G-C 101 4 Bot Chord:1 Row @ 7.00"o.c. (J)Hanger Support Required,by others Webs :1 Row @ 4"o.c. Repeat nailing as each layer is applied.Use equal Additional Notes spacing between rows and stagger nails in each row Truss must be installed as shown with top chord up. to avoid splitting. The overall height of this truss excluding overhang is Special Loads 1-8-0. ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 233 plf at 0.00 to 233 plf at 6.79 TC-From 50 plf at 6.79 to 50 plf at 10.33 BC-From 5 plf at 0.00 to 5 plf at 10.33 TC-1221 Ib Conc.Load at 0.79,2.79,4.79 TC- 327 Ib Conc.Load at 6.79 BC- 781 Ib Conc.Load at 6.67 BC- 874 Ib Conc.Load at 8.52 BC- 184 Ib Conc.Load at 8.81 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite ill 5X5 3.00 R 1.50 [5) 6X10 2.75 L 1.25 [71 4X8 S 1.25 [8) 5X5 1.50 R 1.75 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murra PE No.60839 PE No.58544 y PE No.71457 ABCC3 Ply:2 SEAN:15584/T14/FLAT Atlantic,Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: FG3 Wgt:58.8 lbs 07/16/14 1112X4 1113X4 A B ao 10'1"2 D C 3X3 51411 III2X 51411 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 240 D 781 /- /- /_ /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 C 781 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 A - - D Min Brg Width Req= - EXP:NA HORZ(TL): 0.001 A C Min Brg Width Req= 1.5 Des Ld: 55.00 Bearing C is a rigid surface. NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.824 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.137 Chords Tens Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.298 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -48 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:14.02.02A.0619.20 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Hangers/Ties Chords Tens.Comp. Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others D-C 48 0 Top chord 2x4 SP M-30 Additional Notes Bot chord 2x4 SP#2 Maximum Web Forces Per Ply(lbs) Webs 2x4 SP#3 Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. Lumber value set"l 3B"uses design values approved The overall height of this truss excluding overhang is A-D 0 -377 B-C 0 377 1/30/2013 by ALSC 1-8-0, D-B 0 0 Nailnote Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @ 9.00"o C. Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 283 plf at 0.00 to 283 plf at 5.33 BC-From 10 plf at 0 00 to 10 plf at 5.33 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.33 BC 64 0.00 5.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC3 Ply:2 SEAN:15476/T37/FLAT Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: FG4 Wgt:212.81bs 11- � 3'0"10 5'9"13 8'5"3 1112"5 12' 1911 16'6"6 19'7"8 3'0"10 2'9"2 2'7"6 2'9"2 91.1 2'8"10 3'1"2 A3X4[1] =-3X4[51 =-3X4 III2X4 1112X4 3X4 =3X4 =3X4[19] =4X4[21] E F G H T 90 1 10'1"2 P112X43 ] == X4 [43X4[6] =3X4 =3X4 =8X8 =4X4420 1112X4 2'8"6 2'9"14 2'9"2 3'0"10 2'7"15 2'10"14 [ ]2'8"10 2-8'-6 5'6"5 8'37 11'41 14' 16'10"14 19'7"8 Loading Criteria(psf) Wind Criteria Snow Criteria(P9,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.188 E 999 240 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.294E 802 235 Q 1249 /- /- /- /- /5.5 BCDL: 5.00 Category:NA J 1424 /- /- /- /- /4.0 9 ry: Snow Duration:NA HORZ(LL): 0.029 A - - Q Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.045 A J Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings Q&J are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.393 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.359 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.674 Chords Tens.Comp. Chords Tens. Comp C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: I:NA GCpi:NA Plate Type(s): A-B 0-1119 E-F 0 -2552 B-C 0-1937 F-G 0 -2552 Wind Duration:NAI WAVE VIEW Ver:14.02.02A.0619.20 C-D 0-2544 G-H 0 -2347 Lumber Purlins D-E 0-2563 H-1 0 -1291 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP#2 to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp Webs 2x4 SP#3 TC 24 0.00 19.63 Lumber value set"1313"uses design values approved BC 120 0.00 19.63 Q-P 8 0 M-L 2397 0 1/30/2013 by ALSC Apply purlins to an chords above or below fillers P-0 1238 0 L-K 1434 0 at 24"OC unless shown otherwise above. O-N 2025 0 K-J 8 0 Nailnote The TC of this truss shall be braced with attached N-M 2563 0 Nail Schedule.0.131"x3",min.nails spans at 24"OC in lieu of structural sheathing. Top Chord:1 Row @12.00"o.c. Additional NotMaximum Web Forces Per Ply(Ibs) Notes Bot Chord:1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp Webs :1 Row @ 4"o.c. Truss must be installed as shown with top chord up. Use equal spacing between rows and stagger nails The overall height of this truss excluding overhang is A-Q 0 -589 E-M 0 -101 in each row to avoid splitting. 1-8_0 A-P 1227 0 M-G 320 -74 Special Loads P-B 0 -540 G-L 0 -227 B-0 789 0 L-H 1030 0 ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) O-C 0 -396 H-K 0 -651 TC-From 100 plf at 0.00 to 100 plf at 19.63 C-N 732 0 K-1 1416 0 BC-From 10 plf at 0.00 to 10 plf at 19.63 N-D 0 -167 I-J 0 -670 BC- 514 Ib Conc.Load at 13.15 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Ill 3X4 2.75 R 1.25 [4] 3X4 1.25 R 1.25 [51 3X4 S 1.25 [6] 3X4 S 1.25 [19] 3X4 1.50 R 1.25 [20] 4X4 2.50 R 1.25 [21] 4X4 1.50 R 1.25 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 A Michael G Kozlowski Jeffrey P Arneson "® D PE No.60839 PE No.58544 ereB Murray PE No.71457 ABCC3 Ply:2 SEQN:15462/T2/FLAT Atlantic,Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: FG5 Wgt:44.8 lbs ... 07/16/14 1112X4 =3X3 g 0 10'1"2 C 316" 1112X4 3X3 3'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R I U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 A 999 240 D 573 /- /- / /- 13.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 A 999 180 C 514 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 A - - D Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 A C Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing D is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.209 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.052 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.036 Chords Tens.Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -6 l:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:14.02.02A.0619.20 Maximum Bot Chord Forces Per Ply(lbs) Lumber Hangers/Ties Chords Tens Comp. Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others D-C 6 0 Top chord 2x6 SP SS Dense Additional Notes Bot chord 2x4 SP#2 Maximum Web Forces Per Ply(lbs) Webs 2x4 SP#3 Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. Lumber value set"136"uses design values approved The overall height of this truss excluding overhang is A-D 0 -278 B-C 0 -248 1/30/2013 by ALSC 1-8-0. D-B 0 0 Nailnote Nail Schedule:0.131"x3",min.nails Top Chord.1 Row @ 5.00"o.c. Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 100 plf at 0.00 to 100 plf at 3.50 BC-From 10 plf at 0.00 to 10 plf at 3.50 TC- 702 Ib Conc.Load at 1.60 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.50 BC 42 0.00 3.50 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 ABCC3 Ply:3 SEQN:15591/T35/FLAT Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: FG6 Wgt:300.3lbs / ... 07/16/14 7"8 4'1" 7'6"12 1 11'0"8 14'6" 15'1"8 7"8 3'5"8 3'5"12 3'5"12 3'5"8 7"8 A H0510[1] =44X8 11122X4 =4DX8[8] =H0510P0] T 90 Li W2 W4 K 10'1"2 J [ H 1113X8 3'7"4 =6X8[4] 3'11"8 =H0510[7] 3'11"8 -X8[9] 37"4 1114X5 37'4 7'6"12 11'6"4 15'1"Ell Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.177 C 999 240 J 6184 /- /- /- /- /12.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.350 C 519 181 K 6061 /- /- /- /- /10.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.027 A - - J Min Brg Width Req= 2.1 Des Ld: 55.00 EXP:NA HORZ(TL): 0.053 A K Min Brg Width Req= 2.0 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings J&K are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.420 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.483 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.807 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A_B 0-4320 C-D 0 -6013 I:NA GCpi:NA Plate Type(s): B-C 0-6013 D-E 0 -4304 Wind Duration:NA HS,WAVE VIEW Ver:14.Oi 02A 0619 20 Lumber Purlins Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x6 SP SS Dense to laterally brace chords as follows: J-I 101 0 H-G 4866 0 Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) I_H 4885 0 G-F 100 0 Webs 2x6 SP#2:W2,W8 2x4 SP M-30: TC 24 0.00 15.13 :W4,W6 2x4 SP#3: BC 120 0.00 15.13 Lumber value set"138"uses design values approved Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs) Lumber 013 value ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. The TC of this truss shall be braced with attached Nailnote spans at 24"OC in lieu of structural sheathing. A-J 0-1974 H-D 1214 0 A-1 4447 0 D-G 0 -1586 Nail Schedule:0.131"x3",min.nails Additional Notes I-B 0-1593 G-E 4431 0 Top Chord:2 Rows @ 4.00"o.c.(Each Row) B-H 1194 0 E-F 0 -1934 Bot Chord:1 Row @12.00"o.c. Truss must be installed as shown with top chord up. Webs :1 Row 4"o.c. C-H 0 -774 @ The overall height of this truss excluding overhang is Repeat nailing as each layer is applied.Use equal 1-8-0. spacing between rows and stagger nails in each row to avoid splitting. Special Loads -(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 421 pit at 0.00 to 421 pit at 15.00 TC-From 50 plf at 15.00 to 50 pIf at 15.13 BC-From 5 pIf at 0.00 to 5 pIf at 15.13 TC- 731 Ib Conc.Load at 0.65,2.44,4.44,6.44 8.44,10.44,12.44,14.44 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [11 H0510 3.25 L 1.75 [4] 6X8 3.75 R 1.75 [71 H0510 S 1.25 [8] 4X8 S 1.25 [9] 6X8 3.75 L 1.75 [10] H0510 3.25 R 1.75 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15466/T1/SY42 Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: FGE1 Wgt:93.8lbs / ... 07/16/14 1'3"4� 1'2"8 1'2"8I� 1�'2"8� 1'2"81[ --{ 1�- -I 1F-- -{ 1�- --{ 1I---{ 1f---{ 11--~I�1�' AF A B C D E F G H V✓=3X4' K L M N O T P SO 1 �,o, 2 VpEAUD _A1 I AB Z Y X W U T S R Q 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 W111X3 1111X3 1111X3 1111X3 17'1"8 17"1"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 AE 74 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 244 AE'107 /- I- /_ /_ /200 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 O - - AE Min Brg Width Req= 1.5 EXP:NA HORZ(TL): 0.002 O AE Min Brg Width Req= Des Ld: 55.00 Bearings AE&AE area rigid surface. NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.204 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.032 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 0 H-I 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 1-J 0 0 Wind Duration:NA WAVE W Ver:14 02 02A 0619 20 C-D 0 0 J-K 0 0 VIE D-E 0 0 K-L 0 0 Lumber Additional Notes E-F 0 0 L-M 0 0 Value Set:13B(Effective 6/1/2013) See detail STRBRIBRO211 for bracing and bridging F-G 0 0 M-N 0 0 Top chord 4x2 SP#3 recommendations. G-H 0 0 N-0 0 0 Bot chord 4x2 SP#3 Truss must be installed as shown with top chord up. Webs 4x2 SP#3 The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"i 3B"uses design values approved 1-8-0. Chords Tens.Comp. Chords Tens. Comp. 1/30/2013 by ALSC AE-AD 0 0 X-W 0 0 AD-AC 0 0 W-V 0 0 Bracing AC-AB 0 0 V-U 0 0 Sheathing is required for any longitudinal(drag)forces. AB-AA 0 0 U-T 0 0 All connections to be designed by the building AA-Z 0 0 T-S 0 0 designer. Z-Y 0 O S-R 0 0 Fasten rated sheathing to one face of this frame. Y-X 0 0 R-Q 0 0 Plating Notes Maximum Web Forces Per Ply(lbs) All plates are 2X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. Purlins AF-AE 0 -9 O-Q 0 -22 In lieu of structural panels or rigid ceiling use purlins A-AE 0 -59 Q-P 0 -8 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Gable Forces Per Ply(lbs) TC 24 0.25 16.88 BC 120 0.25 16.88 Gables Tens.Comp. Gables Tens. Comp. Apply purlins to any chords above or below fillers B-AD 0 -150 H-X 0 -133 at 24"OC unless shown otherwise above. C-AC 0 -129 J-W 0 -133 End Vertical Attachment D-AB 0 -134 K-U 0 -134 Attach notched end vertical(s)to next end vertical E-AA 0 -133 L-T 0 -132 using(3)qty.10d box or(0.128"x3"min)gun nails F-Z 0 -133 M-S 0 -138 through wide face or(3)qty.1-1/2"leg 16-Gage 1" G-Y 0 -133 N-R 0 -111 wide(minimum)Crown staples on each narrow face NOTES: 1 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC3 Ply:1 SEAN:15452/T15/SY42 Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: FGE2 Wgt:53.2lbs / ... 07/16/14 1'3"4 1'2"8 1'2"8 1,2"8 1'2"8 1'2"8 P A B C D E F G H T &-,- R co 1 10'1"2 1112X4 P O N M L K 1112 4 I 9, �— 9' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 Q* 107 / / /- /- /108 BCDL: 5.00 Category:NA Q Min Brg Width Req= - 9 ry Snow Duration:NA HORZ(LL): 0.001 H - - Bearing Q is a rigid surface. Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 H - - NCBCLL:10.00 Mean Height:NA ft Code/Mise Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.204 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.033 A-13 0 0 E-F 0 0 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 0 0 F-G 0 0 C-D 0 0 G-H 0 0 I:NA GCpi:NA Plate Type(s): D-E 0 0 Wind Duration:NA WAVE VIEW Ver:14.02.02A.0619.20 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp Top chord 4x2 SP#3 The overall height of this truss excluding overhang is Q-P Bot chord 4x2 SP#3 1-8-0 Webs 4x2 SP#3 0 0 M-L 0 0 P-O 0 0 L-K 0 0 Lumber value set"1313"uses design values approved O-N 0 0 K-J 0 0 1/30/2013 by ALSC N-M 0 0 Bracing Maximum Web Forces Per Ply(Ibs) Sheathing is required for any longitudinal(drag)forces. Webs Tens.Comp. Webs Tens. Comp All connections to be designed by the building designer. R-Q 0 9 H-J 0 13 Fasten rated sheathing to one face of this frame. A-Q 0 -59 J-I 0 -8 Plating Notes Maximum Gable Forces Per Ply(Ibs) All plates are 1X3 except as noted. Gables Tens.Comp. Gables Tens. Comp B-P 0 -150 E-M 0 -132 Purlins C-0 0 -129 F-L 0 -138 In lieu of structural panels or rigid ceiling use purlins D-N 0 -134 G-K 0 -108 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 8.63 BC 102 0.13 8.63 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson APEX PE No.60839 PE No.58544 DPE No. . Murray .71457 ABCC3 Ply:1 SEAN:15444/T4/SY42 Atlantic,Beach Country Club lot 3,Duval Qty: 1 FROM. DRW. FGE3 Wgt:78.4 lbs 07/16/14 1� 3„4� 1'2"8� 1'2"8 1'2"8 1'2"8-� 1�2"8 1 2„8� 1�2„8 1'2"8� 1'2"8 'I4 A B C D E F G H I J KL Z M 90 10'1"2 p N YII2X4 X W V U T S R Q P 1112X4 13'11" j 13'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 K 999 136 Y* 106 /_ !_ /_ /_ /161 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 K 999 136 O 79 /- /- !- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.001 L - - Y Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL):-0.002 L O Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings Y&O are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.181 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.047 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0” MWFRS Parallel Dist:NA Rep Factors Used Yes Max Web CSI: 0.035 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 0 G-H 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 H-1 0 0 Wind Duration:NA WAVEVIEW Ver:14.02.02A.0619.20 C-D 0 0 1-J 0 0 Lumber Additional Notes D-E 0 0 J-K 0 0 E-F 0 O K-L 0 0 Value Set:13B(Effective 6/1/2013) See detail STRBRIBR0211 for bracing and bridging F-G 0 0 Top chord 4x2 SP#3 recommendations. Bot chord 4x2 SP#3 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Lumber value set"l 3B”uses design values approved 1-8-0. Y-X 0 0 S-R 0 0 1/30/2013 by ALSC X-W 0 0 R-Q 0 0 Bracing W-V 0 0 Q-P 0 0 Sheathing is required for any longitudinal(drag)forces. V-U 0 0 P-0 0 0 All connections to be designed by the building U-T 0 0 O-N 0 0 designer. T-S 0 0 Fasten rated sheathing to one face of this frame. Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 1X3 except as noted. Z-Y 0 -10 L-N 0 -8 A-Y 0 -58 N-M 0 -9 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Gable Forces Per Ply(Ibs) to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Gables Tens.Comp. Gables Tens, Comp. TC 24 0.13 13.54 B-X 0 -150 G-S 0 -133 BC 120 0.13 13.54 C-W 0 -129 H-R 0 -134 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. D-V 0 -134 I-Q 0 -130 E-U 0 -133 J-P 0 -149 End Vertical Attachment F-T 0 -133 K-0 0 -68 Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation Florida Engineer rAP X Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 ABCC3 Ply:1 SEQN:154561 T17/SY42 Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: FGE4 Wgt:56.01' / ... 07/16/14 �— 1'3"4 1'2"8 1'2"8 1,2"8 1'2"8 1,2"8—{ 1'-3"4 —{ A B C D E F G H TR 1 1 10'1"2 "'2X4 P O N M L K 1112X4 L ♦ 91101, 9'10" Loading Criteria(psq Wind Criteria Snow Criteria(P9,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R I U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 H 999 128 Q* 105 /112 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 H 999 128 J 74 /_ /_ /_ /_ /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 J - - Q Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 J J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings Q&J are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.120 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.021 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.035 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA it FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 0 E-F 0 0 1:NA GCpi:NA Plate Type(s): B-C 0 0 F-G 0 0 Wind Duration:NA WAVE VIEW Ver:14.02.02A.0619.20 C-D 0 0 G-H 0 0 Lumber Additional Notes D-E 0 0 Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. Top chord 4x2 SP#2 The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP#2 1-8-0 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 Lumber value set"13B"uses design values approved Q-P 0 0 M-L 0 0P-0 0 0 L-K 0 0 1/30/2013 by ALSC O-N 0 0 K-J 0 0 Bracing N-M 0 0 Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building Maximum Web Forces Per Ply(Ibs) designer. Webs Tens.Comp. Webs Tens. Comp. Fasten rated sheathing to one face of this frame. R-Q 0 -9 H-J 0 -58 Plating Notes A-Q 0 -58 J-1 0 -9 All plates are 1X3 except as noted. Maximum Gable Forces Per Ply(lbs) Purlins Gables Tens.Comp. Gables Tens. Comp. tn lieu of structural panels or rigid ceiling use purlins B-P 0 -150 E-M 0 -134 o laterally brace chords as follows: C-0 0 -129 F-L 0 -129 Chord Spacing(in oc) Start(ft) End(ft) D-N 0 -134 G-K 0 -150 TC 24 0.13 9.46 BC 112 0.13 9.46 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15464'T6 I SY42 Atlantic-Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: FGE5 Wgt:28.011 / ... 07/16/14 1,3„4 1,2„8 p"�2 1112X4 A B C D T � � I lr r 10'1"2 1112X4 111 H G FE -3'3"8- 3'3"8 3'3"8 3'3"8--j Loading Criteria(Psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 268 H' 106 /- /- /- /- /39.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 H Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.003 C - - Bearing H is a rigid surface. Des Ld: 55.00 EXP:NA HORZ(TL):0.005 C - - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.226 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.038 A-B 1 0 C-D 1 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.023 B-C 1 0 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: I:NA GCpi:NA Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:NA WAVE VIEW Ver:14.02.02A.0619.20 Chords Tens.Comp. Chords Tens. Comp. Lumber H-G 0 -1 F-E 0 -1 Value Set:13B(Effective 6/1/2013) G-F 0 -1 Top chord 4x2 SP#3 Bot chord 4x2 SP#3 Maximum Web Forces Per Ply(Ibs) Webs 4x2 SP#3 Webs Tens.Comp. Webs Tens. Comp. Lumber value set"1313"uses design values approved I-H 0 -8 E-D 0 -15 1/30/2013 by ALSC A-H 0 -59 D-E 17 0 Bracing Fasten rated sheathing to one face of this frame. Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. Plating Notes B-G 0 -160 C-F 0 -97 All plates are 1X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 3.17 BC 33 0.13 2.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15603/T104/SY42 Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: FDRW: FGE6 Wgt:36.4lbs / ... 07/16/14 1'3"4--{f' 1'2"8 1'2"8--{ 1'2"8�{ 1� 0"12 A B CD E F T 0 L 10'1"2 L K J I H I_ 6'8"8 6'8"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,PI in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or•=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT( )TL: 0.000 B 999 240 L'L Min / / /- /- /80.5 n Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 B - - Bearing L is a rigid surface. Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 B - - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(lbs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.209 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.044 A-B 0 1 D-E 0 1 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.038 B-C 0 1 E-F 0 1 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 1 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:14.02.02A.0619.20 Maximum Bot Chord Forces Per Ply(lbs) Lumber Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp.Top chord 4x2 SP#3 L-K 1 0 I-H 1 0K-J 1 0 H-G 1 0 Bot chord 4x2 SP#3 J I 1 0 Webs 4x2 SP#3 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Bracing Webs Tens.Comp. Webs Tens. Comp.Sheathing is required for any longitudinal(drag)forces. A-L 0 -59 F-G 0 -37 All connections to be designed by the building designer. Maximum Gable Forces Per Ply(lbs) Fasten rated sheathing to one face of this frame. Gables Tens.Comp. Gables Tens. Comp. Plating Notes B-K 0 -159 D-1 0 -133 All plates are 1X3 except as noted. C-J 0 -127 E-H 0 -143 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.13 6.58 BC 80 -0.13 6.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murra PE No.60839 PE No.58544 y PE No.71457 ABCC3 Ply:1 SEQN:15605/T108 I SY42 Atlanticbeach Country Club lot 3,Duval Qty: 2 FROM: DRW: FS1 Wgt:15.4lbs / ... 07/16/14 1111X3 =3X3 A B T 1Z F10'1"2 X3 3 1,8„ 111, �--1,8„ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Lac R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.001 B 999 160 D= 110 /- /- /- /- /20.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 B 999 160 D Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 B - - Bearing D is a rigid surface. Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 B - - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(lbs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.378 Chords Tens.Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.091 A-B 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.019 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Bot Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Wind Duration:NA WAVE VIEW Ver:14.02.02A.0619.20 D-C 0 0 Lumber Value Set:13B(Effective 6/1/2013) Maximum Web Forces Per Ply(Ibs) Top chord 4x2 SP#3 Webs Tens.Comp. Webs Tens. Comp. Bot chord 4x2 SP#3 A-D 0 83 B-C 0 83 Webs 4x2 SP#3 D-B 0 0 Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.67 BC 20 0.00 1.67 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15607/T107/SY42 Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: FS2 Wgt:14.0lbs / ... 07/16/14 }- 10"8 —{ 1111X3 =3X3 A B T 1 10'1"2 =3X3 III {- 1'1"8 -{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 108 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 B 999 108 D Mi / / /- /- /13.5 BCDL: 5.00 Category:NA D Min Brs Width Req= .1.5 9 rY Snow Duration:NA HORZ(LL): 0.001 B - - Bearing D is a rigid surface. Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 B - - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.171 Chords Tens.Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.041 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.013 A-B 0 0 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: I:NA GCpi:NA Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:NA WAVE [VI EWVer:14.02.02A.0619.20 Chords Tens.Comp. Lumber D-C 0 0 Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#3 Maximum Web Forces Per Ply(Ibs) Bot chord 4x2 SP#3 Webs Tens.Comp. Webs Tens. Comp Webs 4x2 SP#3 A-D 0 -56 B-C 0 -56 Lumber value set"136"uses design values approved D-B 0 0 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.13 BC 14 0.00 1.13 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G KozlowskiAPE X PE No.60839 PE No.58544 Jeffrey P Arneson Derek B Murray PE No.71457 ABCC3 Ply:1 SEAN:15779/T44/GABL AtlantioBeach Country Club lot 3,Duval Qty: 1 FROM: DRW: GE01 Wgt:134.4lbs .. / ... 07/16/14 5'4"8 8'5"8 15'6"8 1815"8 11 6'S"8 i 10'25"8 12 ,5"8 14'5"8 J 6'5 20'112. � zS8 z1-1 " r 2,5„6 1 G=4X4 F H 12 7 E I n y 3X4 D J�k 3X4 Z C AF K Y AE Z B AD L AC 3X4(AD1) AB =-3X4(D1) 21'11" X W V U T R Q P O N 2'5"8 2' 1'2"12 i 1'9"9 S 22„7 2' 9"4 2'5"8 4'S"8 9„4 6�5 8� 2, r 10'3"1 + 12'5"8 + 14'5"8 1712,„ 5 2 20r "" • Loading Criteria(psf) Wind Criteria 21 no*50iiteria(Pg,Pf in PSF) Defl/CSI Criteria 15'8"4 ♦M05fflum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.064 X 999 247 A 648 /283 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.123 X 999 247 M 648 /283 /- I- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.031 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.060 B A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:25.16 it Code/Misc Criteria Creep Factor:1.5 M Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.321 Bearings A&M are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.971 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.193 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 it FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 445-1022 G-H 266 -621 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 432 -997 H-1 276 -644 Lumber Loading C-D 426 -978 I-J 285 -662 D-E 285 -662 J-K 426 -978 Value Set:13B(Effective 6/1/2013) Gable end supports 8"max rake overhang. E-F 276 -644 K-L 432 -997 Top chord 2x4 SP#2 Wind F-G 266 -621 L-M 445 -1022 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"l 3B"uses design values approved Additional Notes Chords Tens.Comp. Chords Tens. Comp. 1/30/2013 by ALSC See DWGS A14015ENC100212&GBLLETIN0212 for A-X 872 -381 S-R 867 -379 Special Loads gable wind bracing requirements. X-W 873 -382 R-Q 867 -379 -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) The overall height of this truss excluding overhang is W-V 872 -382 Q-P 867 -379 TC-From 28 plf at 0.32 to 28 plf at 10.46 6-2-7. V-U 867 -379 P-0 872 -382 TC-From 28 plf at 10.46 to 28 plf at 20.59 U-T 867 -379 O-N 873 -382 BC-From 59 plf at 0.00 to 59 plf at 0.32 T-S 867 -379 N-M 872 -381 BC-From 5 plf at 0.32 to 5 plf at 10.00 BC-From 5 plf at 10.00 to 5 plf at 20.59 BC-From 59 plf at 20.59 to 59 pit at 20.92 Maximum Web Forces Per Ply(lbs) BC- 112 Ib Conc.Load at 1.51,19.41 Webs Tens.Comp. Webs Tens. Comp. BC- 45 Ib Conc.Load at 3.56,5.56,7.56,9.56 V-D 215 -103 S-AC 170 -383 11.35,13.35,15.35,17.35 D-Y 171 -381 AD-AE 165 -372 Plating Notes Z-AA 165 -372 AF-J 171 -381 All plates are 2X4 except as noted. G- S 170 -383 J-P 215 103 G S 507 -232 (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Maximum Gable Forces Per Ply(lbs) Gables Tens.Comp. Gables Tens. Comp. Purlins B-X 10 -17 AC-R 23 -17 In lieu of structural panels or rigid ceiling use purlins C-W 3 -20 AD-H 6 -11 to laterally brace chords as follows: E-Y 16 -11 AE-Q 7 -12 Chord Spacing(in oc) Start(ft) End(ft) U-Z 7 -12 AF-1 16 -11 TC 24 0.15 20.77 BC 107 0.00 20.92 F-AA 6 11 O-K 3 20 Apply purlins to any chords above or below fillers T-AB 23 -17 N-L 10 -17 at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15769/T93/GABL Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: GE02 Wgt:110.6lbs / ... 07/16/14 3'38 +4,T 12,7111 7,3"8 9'3"8 11'3"8 123'"8 7 1 15,3"81 18'7" 3'3"8 2, 2, 2' 2 F=4X4 E G 12 7 F�7- D H v C io N B T S Y J U =4X4(D1) A =4XKD1) 10'i"2 R Q P -50 N M L 3'3"8 2' 2' 2' 2' 2' 2' 3'3"8 3'3"8 5'3"8 7'3"8 9'3"8 11'3"8 13'3"8 15'3"8 18'7" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.091 R 999 240 A 964 /356 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.176 R 999 219 K 964 1356 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.042 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.082 B A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.583 Bearing A is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.985 Bearing K Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.318 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 A-B 650-1671 F-G 372 -958 Lumber Purlins B-C 584-1509 G-H 382 -984 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins C-D 431 -1107 H-1 431 -1107 to laterally D-E 382 -984 I-J 584 -1509 Top chord 2x4 SP#2 Chord y S a chords c) follows: E-F 372 -958 J-K 650 -1671 Bot chord 2x4 SP#2 pacing(in oc) Start(ft) End(ft) Webs 2x4 SP#3 TC 24 -0.18 18.11 BC 91 -0.32 18.26 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"l 3B"uses design values approved Apply purlins to any chords above or below fillers Chords Tens.Comp.1/30/2013 by ALSC at 24"OC unless shown otherwise above. p. Chords Tens. Comp. Special Loads A-R 1405 -543 O-N 1414 -546 Additional Notes R-Q 1414 -546 N-M 1414 -546 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) See DWGS A14015ENC100212&GBLLETIN0212 for Q-P 1414 -546 M-L 1414 -546 TC-From 56 plf at 0.32 to 56 plf at 3.26 gable wind bracing requirements. P-0 1414 -546 L-K 1405 -543 TC-From 28 plf at 3.26 to 28 plf at 9.29 The overall height of this truss excluding overhang is TC-From 28 plf at 9.29 to 28 plf at 15.32 9 9 9 TC-From 56 plf at 15.32 to 56 plf at 18.26 5-6-4. Maximum Web Forces Per Ply(Ibs) BC-From 64 plf at 0.00 to 64 plf at 0.32 Webs Tens.Comp. Webs Tens. Comp. BC-From 10 plf at 0.32 to 10 plf at 3.26 C-S 255 -670 O-W 251 660 BC-From 5 plf at 3.26 to 5 plf at 9.29 BC-From 5 plf at 9.29 to 5 plf at 15.32 T-U 251 -658 X-Y 251 -658 BC-From 10 plf at 15.32 to 10 plf at 18.26 V-0 251 -660 Z-1 255 -670 BC-From 64 plf at 18.26 to 64 plf at 18.58 F-0 834 -333 BC- 280 Ib Conc.Load at 3.26,15.32 BC- 1081b Conc.Load at 5.31,7.31,9.29,11.27 13.27 Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. Plating Notes B-R 202 -72 W-N 3 -9 All plates are 2X4 except as noted. D-S 271 -112 X-G 0 -8 Loading Q-T 293 -123 Y-M 293 -123 E-U 0 -8 Z-H 271 -112 Gable end supports 8"max rake overhang. P-V 3 -9 L-J 202 -72 Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15692/T62/GABL Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: GE03 W 07/16/14 gt:124.6 lbs 10'10_'61 2 16'0"14 21'6"8 57 2 5.22 5'S"10 C 1115X7 12 H 7 =8X8 B � T2 e 82 1 85X5[4] cO $5X5[13] G 5X5[14] 85X5[1] ,17 E TT A 12 �1 T "' a 1 1112X4 rh.,c,2 1 J 5'1"8 5,3„ 5.7••�2 5.6,.4 5.3•' 10'10"12 16.5' 21 6 8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.475 H 544 258 J 730 /202 /336 /- 1163 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.970 H 266 258 F 730 1201 /336 /- /- /2.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.579 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 1.183 F J Min Brg Width Req= 1.5 NCBCLL: 10.00 9 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.784 Bearing J is a rigid surface.gearing F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.996 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.969 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 A-B 851 -2904 C-D 798 -3788 B-C 796-3791 D-E 826 -2848 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) WARNING:Furnish a copy of this DWG to the Maximum Bot Chord Forces Per Ply(Ibs) installation contractor.Special care must be taken Top chord 2x4 SP#2:T2 2x4 SP M-30: during handling,shipping and installation of trusses. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2:B2 2x4 SP M-30: See"WARNING"note below. Webs 2x4 SP#3:W5 2x4 SP#2: -I 231 -201 H-F 2860 783 I The overall height of this truss excluding overhang is -H 2914 -813 G-F 76 -26 Lumber value set"138"uses design values approved 7-7-14. 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 3X4 except as noted. A-J 272 -719 H-D 852 -296 A-1 2543 -680 D-G 213 -534 Plate Shift Table I-B 214 -528 G-E 2499 -664 JT Plate Lateral Chord JT Plate Lateral Chord g-H 812 0 E-F 266 -715 No Size Shift Bite No Size Shift Bite C-H 3460 -633 Ill 5X5 S 1.50 [41 5X5 S 1.25 [13] 5X5 S 1.25 [141 5X5 S 1.50 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.32 21.22 BC 86 -0.32 10.57 BC 75 10.57 21.22 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer 1APEX Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904 821 5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15770/T58/GABL Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: GE04 Wgt:196.0 lbs Page 1 of 2 / ... 07!16/14 6'A"12 11 3"4 1, 1-2 ` 164"l 20'0"1091 22'4"12 4'4"12 5'11"12 5"I 8'4"12 10'4"12 13"41 4 1 2 15'7"11 9"1 18'8"7 1 4 2012 2' 24'9"8 4'4"12 17" 2'� 2, "12 1f 2"1' 2�- 3„j 1-1 2'4"12 --I F=4X4 E G D H 12 13X4 7 F-1- J g 3X4 C 0 Zo B AH F 3 =4X4[47] B AG K L NMDi4X4 Q AC AM T AD I 4X5(D1) AE AJ 6 AL A AF 1 AK N II =H0514(I)AA Z„1Y X " W 14'4V " r5� 1012 3X4B -4Xf39] 1112X4[49 4'4"12 1'5 2' 374 2'4" 2 U S 2'4"124'4"12 5'10" 8'4"12 12' "12 3'10"6 g"g1'67 6y 20'32 J1'10"10 42 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum eactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.231 K 999 295 A 1390 /526 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT TL: 0.447 K 662 295 /- /- /- /5.5 BCDL: 5.00 Risk Category: (o ry' HORZLLII Snow Duration:NA ) R 1180 ti 421 /- /- /- /5.5 ): 0.083 B - - Wind reactions based on MWFRS Des Lc: 32.00 EXP:C HORZ(TL): 0.159 B A Min Brg Width Req= 1.6 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 R Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.600 Bearings A&R are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.959 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.908 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp GCpi:0.18 Plate Type(s): A-B 928-2355 I-J 738 -1884 Wind Duration:1.60 WAVE,HS VIEW Ver:14.02.02A.0619.20 B-C 865-2205 J-K 762 -1953 Lumber Plate Shift Table C-D 559-1428 K-L 698 -1787 Value Set:13B(Effective 6/1/2013) JT Plate Lateral Chord JT Plate Lateral Chord D-E 536-1371 L-M 538 -1425 Top chord 2x4 SP M-30:T3 2x4 SP#2: No Size Shift Bite No Size Shift Bite E-F 525-1336 L-N 236 -550 Bot chord 2x4 SP M-30:132 2x4 SP#2: [39] 4X4 2.75 R 1.25 [47] 04 1.25 R 1.25 F-G 521 -1323 M-0 701 -1856 Webs 2x4 SP#3:W6,W8 2x4 SP#2: [49] 2X4 S 2.75 G-H 539-1377 O-P 703 -1862 :W7 2x4 SP M-30: H-I 565 -1446 P-Q 703 -1862 Lumber value set"136"uses design values approved Purlins 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs) to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp Special Loads Chord Spacing(in oc) Start(ft) End(ft) ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC 24 0.15 24.79 A-AA 1997 -783 W-V 1716 -670 TC-From 56 BC 74 0.00 24.79 AA-Z 2001 -785 V-U 1716 -670 TC-From 28 plf at 3.63 to 28 plf at 11.67 plf at 0.32 to 56 plf at 3.63 Apply purlins to any chords above or below fillers Z-Y 1987 -779 U-T 2148 -811 above.TC-From 28 plf at 11.67 to 28 plf at 19.90 at 24"OC unless shown otherwise aY-X 1991 -780 T-S 10 -2 TC-From 28 plf at 19.90 to 28 plf at 24.79 Loading X-W 1991 -780 S-R 10 -2 BC-From 64 plf at 0.00 to 64 plf at 0.32 BC-From 10 plf at 0.32 to 10 plf at 3.63 Gable end supports 8"max rake overhang. Maximum Web Forces Per Ply(lbs) BC-From 5 plf at 3.63 to 5 plf at 12.00 Webs Tens.Comp. Webs Tens. Comp BC-From 5 plf at 12.00 to 5 plf at 24.79 Wind BC- 436 Ib Conc.Load at 3.63 Wind loads and reactions based on MWFRS. Z-C 615 -251 U-Al 149 -462 BC- 120 Ib Conc.Load at 5.69,7.69,9.69,11.69 13.69,15.69,17.69,19.69 Right end vertical not exposed to wind pressure. C-AB 380 -976 AI-AJ 161491 BC- 1171b Conc.Load at 21.69,23.69 AB-AC 360 -923 AJ-N 116 -370 Additional Notes AD-AE 369 -944 N-M 69 -266 Plating Notes See DWGS A14015ENC100212&GBLLETIN0212 for AE-W 365 -938 N-T 331 -894 All plates are 2X4 except as noted. gable wind bracing requirements. F-W 1196 -479 T-AK 2141 -810 (1)-plates so marked were sized using 0%Fabrication The overall height of this truss excluding overhang is W-AF 289 -759 AK-AL 2091 -793 Tolerance, 0 degrees Rotational Tolerance,and/or 6-10-14. AF-AG 306 -796 AM-Q 2122 -801 zero Positioning Tolerance. AH-1 304 -793 Q-R 402 -1099 (")1 plate(s)require special positioning.Refer to I-U 446 -183 scaled plate plot details for special positioning requirements. Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp B-AA 128 -46 H-AH 109 -46 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G KozlowskieAP E X Jeffrey P Arneson Derek B Murra PE No.60839 PE No.58544 y PE No.71457 ABCC3 Ply:1 SEQN:15770/T58/GABL Atlantic'Beach Country Club lot 3,Duval Oty: 1 FROM: DRW: GE04 Wgt:196.0 lbs Page 2 of 2 / ... 07/16/14 Y-AB 44 -116 AI-J 81 -34 D-AC 47 -31 AJ-K 128 -339 X-AD 94 -51 O-AK 116 -37 E-AE 13 -8 AL-S 122 -33 G-AF 51 -23 P-AM 56 -18 AG-V 116 -50 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15761/T20/HIP_ Atlantic Beach Country Club lot 3,Duval Qty: 2 FROM: DRW: HJ01 Wgt:46.21bs / ... 07/16/14 5'012 9'10"1 9' 1"9 5'0"12 4'9"4 8 D 26'5"8 12 4.95 p ,o3X4 C 0 0 13X (E3)X4 B HB 4'9"4 -3x 61 IA PU 21'„" G =4X4 E F 5" 4'6" 1112X4 4'8" 3" 5„ q'11•, 97' 1 � 9 1"9 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.016 G 999 240 A 327 /184 /- I- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.033 G 999 180 E 343 /170 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 F - - D 90 /80 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.010 F Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:24.72 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.656 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.890 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.371 Bearing A is a rigid surface. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Chords Tens.Comp. Chords Tens. Camp. Lumber Additional Notes A-B 371 -630 C-D 64 -68 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is B-C 369 -626 Top chord 2x4 SP#2 4-10-0. Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-G 558 -325 F-E 0 0 Lumber value set"13B"uses design values approved G-F 550 -325 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(Ibs) ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp. TC-From 2 plf at 0.00 to 2 plf at 9.84 G-C 193 0 C-F 369 -624 BC-From 2 plf at 0.00 to 2 plf at 9.84 TC- 46 lb Conc.Load at 1.52 TC- 158 Ib Conc.Load at 4.35 TC- 258 Ib Conc.Load at 7.18 BC- 27 Ib Conc.Load at 1.52 BC- 86 Ib Conc.Load at 4.35 BC- 144 Ib Conc.Load at 7.18 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.32 9.51 BC 118 -0.32 9.51 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray11[111]11iiW PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15762/T29/HIP_ Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: HJ02 Wgt:9.8lbs / ... 07/16/14 12 4.95 C 3X4 B 23'2"11 1113M(E3 -� 3X4(E3) co A 21'11" D 5rr I 11711 n� I 5n T 2' r1nQ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 65 /14 /30 /- /37 /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 29 /- /10 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 B C 54 /49 /24 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.003 B Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:23.11 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.129 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.028 C Min Brg Width Req= MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.012 Bearing A is a rigid surface. Spacing:24.0" p C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 A-B 19 -81 B-C 23 -56 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP#2 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 2 -2 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Special Loads ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 2.00 BC-From 2 plf at 0.00 to 2 plf at 2.00 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 2.00 BC 24 0.00 2.00 Apply pudins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-7-3. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 A P VEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15763/T38/COMN Atlantic Beach Country Club lot 3,Duval Qty: 2 FROM: DRW: HJ03 Wgt:14.0lbs / ... 07/16/14 12 4.95 1112X4 C III3M(E3�3X4 B -3X4(E3) 90 T A- LO 1112X 21'11" D 1'7"11 I 511 1 2'0"11 511 2 "3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 67 /15 /31 /- /38 /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 67 /47 /36 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 B Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.003 B A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:23.12 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.131 Bearing A is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.029 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.063 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 18 -77 B-C 21 -53 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#2 A-D 3 -5 Bot chord 2x4 SP#2 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values approved Webs Tens.Comp. 1/30/2013 by ALSC C-D 137 -55 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 2.06 BC 25 0.00 2.06 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-7-8. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15764/T92/COMN Atlantic Beach Country Club lot 3,Duval Qty: 2 FROM: DRW: HJ04 Wgt:22.4lbs .. / ... 07/16/14 12 1112X4 C 4.95 04 3X4 1113X8(E3) B i�_ 3X4(E3) C"! A CD 10'1"2 D 4'1"6 1112X4 A 4'6"6 � 8 5.. 4 "14 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions Ibs TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 196 /71 /- /- / 17.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 172 /59 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 B Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.045 B A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5P D Min Brg Width Req= TCDL:4.2 sf Bldg Code: FBC 2010 RES Max TC CSI: 0.416 Bearing A is a rigid surface. Soffit: 2.00 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.213 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.097 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 186 -209 B-C 39 -52 Wind Duration:1.60 WAVE VIEW Ver:14.02.0906 99. 0 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 A-D 15 6 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Webs Tens.Comp. Lumber value set"13B"uses design values approved C-D 65 -130 1/30/2013 by ALSC Special Loads --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at 0.00 to 55 plf at 4.53 BC-From 10 plf at 0.00 to 10 plf at 4.53 TC- 46 Ib Conc.Load at 1.52 BC- 27 Ib Conc.Load at 1.52 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 4.53 BC 54 0.00 4.53 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 2-7-12. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15765/T89/HIP_ Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: HJ05 Wgt:25.21bs / ... 07/16/14 12 2.12 0 C 1192 III3X8(E3) =3XB SO 3X4(E3) T A 8"10 10'1"2 D 7'0'12 „8 T01-2 7'4"10 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /w TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 166 /88 /- /- /_ /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 99 /45 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.032 B C 109 /50 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.068 B Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.868 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.547 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.150 Bearing A is a rigid surface. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 208 -227 B-C 21 -11 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.849' A D 2 2 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Special Loads ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 7.01 BC-From 2 plf at 0.00 to 2 plf at 7.01 TC- 49 Ib Conc.Load at 1.52 TC- 156 Ib Conc.Load at 4.35 BC- 28 Ib Conc.Load at 1.52 BC- 85 Ib Conc.Load at 4.35 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.01 BC 75 0.00 7.01 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 1-11-8. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray X PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15766/T57/COMN Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: HJ06 Wgt:23.8 lbs I ... 07/16/14 12 1112X4 C 4.95 3X413X8(E3)X4 B N A 10'1"2 D 4712 1112X4_ r 5'0"12 i♦ 5„ 57-4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 168 /53 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 316 /118 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.027 B Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.052 B A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.429 Bearing A is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.237 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.134 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 173 -201 B-C 68 -58 Wind Duration:1.60 WAVE VIEW Ver:14.02.OZA.0619.20 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Chords Tens.Comp. Top chord 2x4 SP#2 2-10-6. A-D 20 -7 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Webs Tens.Comp. Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC C-D 122 -212 Special Loads ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 28 plf at 0.00 to 28 plf at 5.06 BC-From 5 plf at 0.00 to 5 plf at 5.06 TC- 46 Ib Conc.Load at 1.52 TC- 161 Ib Conc.Load at 4.35 BC- 27 Ib Conc.Load at 1.52 BC- 86 Ib Conc.Load at 4.35 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.06 BC 61 0.00 5.06 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15693/T31/JACK Atlantic Beach Country Club lot 3,Duval Qty: 4 FROM: DRW: J01 Wgt:5.6 lbs I ... 07/16/14 12 7 B 4X4(B1) 23'0"2 A 0 21'11" C 1' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 38 /2 /18 !- 125 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 13 /0 /6 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 C B 23 /25 /16 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.01 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.019 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.002 B Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A is a rigid surface. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Chords Tens.Comp. Lumber A-B 12 -20 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x8 SP#2 Chords Tens.Comp. Lumber value set"ll 3B"uses design values approved A-C 0 0 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.00 BC 9 0.12 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-4-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15694IT33IJACK Atlantic-Beach Country Club lot 3,Duval Qty: 4 FROM: DRW: J02 Wgt:12.611 / ... 07/16/14 C 12 7 3X4 B o III 3X8(E3) iv C:) A =4 4 21'11" D 511 I 217" 1118 r5„ 31 I „8 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 99 /lo /50 /- /80 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 43 /- /18 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.011 B C 79 181 /53 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.015 B Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.59 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.234 D Min Brg Width Req= BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.116 C Min Brg Width Req= Load Duration:1.25 P Bearing A is a rigid surface. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.035 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 A-B 46 -90 B-C 42 -59 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 2 -2 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 36 0.00 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-6-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15695/T24/JACK Atlantic Beach Country Club lot 3,Duval Qty: 4 FROM: DRW: J03 Wgt:18.2 Ibs / ... 07/16/14 C 25'4"2 12 7 _o 00 3X4 B ih 1113X8(E3) o A 44 21'11" D l 5„ l 47, 1„� 15' I 5, 51„8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA BCLA 166 /26 /86 /- /137 /5.5 L: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 72 /1 /32 /- 1- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.045 B C 129 /129 /85 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.069 B Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:24.18 it Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.643 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.356 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.169 Bearing A is a rigid surface. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 254 -390 B-C 68 -95 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3 Chords Tens.Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B"uses design values approved A-D 2 -2 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-8-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murra PE No.60839 PE No.58544 PE No.71457 y ABCC3 Ply:1 SEQN:15696/T21/EJAC Atlantio Beach Country Club lot 3,Duval Qty:6 FROM: DRW: J04 Wgt:25.2 lbs I ... 07/16/14 C 26'6"2 12 7 o_ o_ v 3X4 B 1113X8(E3) oT A br l=4 4 21'11„ D 5", 67' r5 7' 7Y'8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 232 /44 /122 /- /196 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 101 14 /46 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.107 B C 179 /179 /118 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.168 B Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:24.76 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.769 D Min Brg Width Req= BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.451 C Min Brg Width Req= Load Duration:1.25 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.369 Bearing A is a rigid surface. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:14.OiO2A 0619 20 A-B 643 -839 B-C 93 -126 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP#2 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500A-D 2 -2 Lumber value set"136"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 75 0.00 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-10-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15697/T43/COMN Atlantic Beach Country Club lot 3,Duval Qty: 10 FROM: DRW: J05 Wgt:9.8lbs / ... 07/16/14 12 7 1112X4 13 4X4(131) N AbD AIII 0) 21'11" C 1'6" 1'6" • Loading Criteria(psf) Wind Criteria TSnow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 54 /6 /27 /- /39 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 45 /37 /33 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.001 B A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:23.16 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.041 Bearing A is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.004 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.017 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 18 -29 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A 0619 20 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#3 A-C 1 1 Bot chord 2x8 SP#2 Webs 2x4 SP#3 Lumber value set"136"uses design values approved Maximum Web Forces Per Ply(Ibs)Webs Tens.Comp. 1/30/2013 by ALSC Plate Shift Table B-C 47 -36 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [81 2X4 S 2.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.50 BC 15 0.12 1.50 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-8-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:t SEQN:15698/T54/JACK AtlanticBeach Country Club lot 3,Duval Qty: 6 FROM: DRW: J06 Wgt:5.6 lbs I ... 07/16/14 12 7 B 4X4(B1) 11'2"4 A 0 J- -A� 10'1"2 C 1' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pi in PSF) Def 1CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 38 /- /18 1- 119 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 13 /- /5 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 C B 23 /18 /15 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.017 C Min Brg Width Req= Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.002 B Min Brg Width Req= Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.000 Bearing A is a rigid surface. " p C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 A-B 12 -18 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x8 SP#2 Lumber value set"1313"uses design values approved A-C 0 0 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.00 BC 9 0.12 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-4-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15699/T85 I COMN Atlantic Beach Country Club lot 3,Duval Qty: 7 FROM: DRW: J07 Wgt:18.2lbs / ... 07/16/14 12 1112X4 C 7 3X4 B 0 00 1113X8(E3) o I =4 4 10'1"2 1112X4 p 2'10" A5.. 3'3" 8 5 3�"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 108 /3 /53 /- /66 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 108 /59 /74 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 B Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.017 B A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 it Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.148 Bearing A is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.086 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.059 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 48 -106 B-C 41 -54 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#2 A-D 5 -5 Bot chord 2x4 SP#2 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values approved Webs Tens.Comp. 1/30/2013 by ALSC C-D 98 -85 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.25 BC 39 0.00 3.25 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 2-8-6. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15700/T56/JACK Atlantic Beach Country Club lot 3,Duval Qty: 2 FROM. DRW: J08 Wgt:4.91bs / ... 07/16/14 12 3 B 3X4(B2) 10'9"6 A N T 00 10'1"2 C Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) eFl/CSI Criteria ♦Maximum Reactions lbs TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 34 /14 /23 /- /9 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 14 /13 /20 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B B 25 /14 /7 /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 B Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.031 C Min Brg Width Req= B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.003 gearing A is a rigid surface. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE I VIEW Ver:14.02.02A.0619.20 A-B 6 -15 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x6 SP#2 A-C 0 0 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows Chord Spacing(in oc) Start(ft) End(ft) TC 24 000 1.00 BC 11 0.06 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 0-11-12. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, AMEFV should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer 7APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821 5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:12 SEQN:15701/T99/JACK Qty Atlantic Beach Country Club lot 3,Duval QFROM: DRW: J09 Wgt:12.6 lbs / ... 07/16/14 12 3 C 3X4 11'3"6 3X4(E13)8(E3) B N C\1 A 60 10'1"2 D 3' r 18 3' 3r Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria O ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA q g7 /48 /69 /- /26 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 43 /37 /58 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 B C 78 /42 /25 /- /- 11.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.008 B Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.242 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.116 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.042 Bearing A is a rigid surface. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 58 -75 B-C 22 -28 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Chords Tens.Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 3 -2 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 36 0.00 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 1-5-12. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15702/T98/EJAC Atlantic Beach Country Club lot 3,Duval Qty: 2 FROM: DRW: J10 Wgt:18.2lbs / ... 07/16/14 12 - 3 C 11'9"6 3X4 N 1113X8(E3) B 3X4(E3) A 8"12 10'1"2 D 5' 5' 51"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 161 /81 /114 /- /44 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 71 /62 /96 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 B C 127 165 142 /- /- /1.5 Des Ld. 32.00 EXP:C HORZ(TL):0.036 B Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.626 D Min Brg Width Req=P C Min Brg Width Req= - - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.484 Load Duration:1.25 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.175 Bearing A is a rigid surface. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Lumber A-B 278 -337 B-C 34 -42 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Chords Tens.Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 3 -3 Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 1-11-12. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15703/T101/JACK Atlantic Beach Country Club lot 3,Duval Qty: 3 FROM: DRW: J11 Wgt:16.8lb, / ... 07/16/14 12 3 C 11'8"6 3X4 1113X8(E3) g 3X4(E3) o A N r ° 10'1"2 D 41811 41811 4r rrQ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria U ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 150 /76 /106 /- /35 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 66 /57 /89 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 B C 118 /55 /39 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.029 B Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.543 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.418 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.150 Bearing A is a rigid surface. C&C Dist a:3.00 It FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-13 230 -284 B-C 32 -39 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Chords Tens.Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 3 -3 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 4.67 BC 56 0.00 4.67 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 1-10-12. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCS]1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 A P E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15704/T53/JACK Atlantic Beach Country Club lot 3,Duval Qty: 2 FROM: DRW: J12 Wgt:12.6lbs / ... 07/16/14 C 12 12'4"4 7 3X4 B 0 III3X8(E3) iv o A 4X4 10'1"2 D i Y 21711 ?'i8 I_5"_1- 3, , „8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 99 /2 /49 /- /60 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 43 /- /17 1- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 B C 81 /59 /52 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.016 B Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.242 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.114 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.027 Bearing A is a rigid surface. Spacing:24.0" P C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE ]VIEW Ver:14.02.02A.0619.20 Lumber A-B 51 -61 B-C 43 -54 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Lt Slider 2x4 SP#3:BLOCK LENGTH= 2.000' A-D 2 -2 Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 36 0.00 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-6-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15705/T55/COMN Atlantic Beach Country Club lot 3,Duval Qty: 9 FROM: DRW: J13 Wgt:19.6lbs / ... 07/16/14 1112X4 C 12 7 3X4 - B 'N 1113X8(E3) 0 ;TM:4 4 10'1"2 1112X4 D I_ 3'2"8 37'8 1 8 5 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 120 /4 /60 /- /73 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 120 /65 /82 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 B Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.024 B A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Mise Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.184 Bearing A is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.107 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.071 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 63 -148 B-C 45 -60 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#2 A-D 6 -6 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values approved Webs Tens.Comp. 1/30/2013 by ALSC C-D 106 -95 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.63 BC 44 0.00 3.63 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 2-11-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15706 I T103/MON Atlantic Beach Country Club lot 3,Duval Qty: 2 FROM: DRW: Wgt:16.81bs / ... 07116/14 J14 12 3 p 1112X4 C 3X4 X8(E3) B =3X4 E3) °O bo o A a' 10'1"2 1112X4 p 3'2"8 A 3'7"8 5" "8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 117 /21 146 /- 127 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 117 /35 /46 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 B Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.014 B A Min Big Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.182 Bearing A is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.106 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.072 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 -63 B-C 15 -21 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 A-D 11 -11 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Webs Tens.Comp. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC C-D 116 94 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.63 BC 44 0.00 3.63 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-8-8. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer fAPE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15707/T64/COMN Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: PB01 Wgt:23.1lbs .. / ... 07/16/14 9"8 1-21 3'10"611 '10"66'5"11 I_ I 9"8 f 1'10"13 + 27-5 12 ,3X4 7 � C D E 2X4(A1) T B LiaO O N A Li W2� �H -eua F H =3X3 6'5"11 9"8 3'0"14 27'5 3'10"6 6'5"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.004 C 999 240 A -20 /20 /25 I- /35 /6.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.008 C 999 180 B* 68 /32 /33 /- /- /68.2 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 C - - Wind reactions based on MWFRS Des Ld: 32.00- EXP:C HORZ(TL): 0.005 C A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:21.45 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.105 Bearings A&B are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.058 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.035 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 26 -72 C-D 4 -5 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 17 -41 D-E 4 -4 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 B-H 4 4 H-G 4 4 Webs 2x6 SP#2:W2 2x4 SP#3: Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Special Loads H-D 190 -174 G-E 72 -63 ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) G-F 0 0 TC-From 56 plf at -0.79 to 56 plf at 1.17 TC-From 56 plf at 1.17 to 56 plf at 5.68 BC-From 4 plf at -0.79 to 4 plf at 5.39 Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.29 6.51 BC 65 0.97 6.40 Apply pudins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 14-0-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15708 I T88/MONO Atlantic Beach Country Club lot 3,Duval Qty: 2 FROM: DRW: PB02 Wgt:12.6lbs / ... 07/16/14 I- 9"8+ 1'11"13 + 3'2"1 +3'11"9 9"8 17"4 1'2"4 9"8 12 7 C=-3X4 T T o B D a O (V 9"8 2,4„9 9„8 �J i 9„8 2,4„9 i g.,8 i f g„8'{' 3,2„1 3,11- 9„8 9"8 Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 C 999 200 A 17 /12 /14 /- /28 /6.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 999 180 B• 74 /14 /37 /- /- /28.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.000 - - E 17 /7 /8 I- /- /6.5 Des Ld: 32.00 EXP:C HORZ(TL):0.000 Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:21.69 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.008 B Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.023 E Min Brg Width Req= 1.5 Load Duration:1.25 P Bearings A,B,&E are a rigid surface. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Py(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 A-B 33 -31 C-D 44 -57 Lumber B-C 44 -57 D-E 11 -8 Value Set:138(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Py(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC B-D 40 5 Special Loads ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at -0.79 to 56 plf at 1.19 TC-From 56 plf at 1.19 to 56 plf at 3.17 BC-From 4 plf at -0.79 to 4 plf at 3.17 Plating Notes All plates are 2X4(A1)except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.54 2.92 BC 25 0.15 2.23 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 14-3-4. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15771/T34/HIPS Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T01 Wgt:114.8 lbs I ... 07/16/14 7' 11'58 15'11" 22'11" 7' 4'S"8 4'S"8 7, :6X8 1112X4 =6X8 C D E 12 7 o_ o_ `* 3X4 III3X8(E3) B I3X4 -4X4(Eq) 1113X8(E3) 9 10 _ - zr1r 1112K4 =HO341 0 3 X 8 1112H4 6'8"12 2'10"4 1'5"8 4'3"12 6'8"12 A 7'1"12 10' 11'5"8 15'9"4 22'6" A H 5" 5" 2;f1i, Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.143 D 999 274 A 1885 /967 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.276 D 995 274 G 1885 /967 /- /- /- /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.062 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.119 H A Min Brg Width Req= 2.2 NCBCLL:10.00 Mean Height:24.76 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 2.2 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.811 Bearings A&G are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.980 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.558 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 1672-3127 D-E 1658 -3027 Wind Duration:1.60 WAVE,HS VIEW Ver:14.02.02A.0619.20 B-C 1646-3076 E-F 1646 -3076 Lumber Wind C-D 1658-3O27 F-G 1672 -3127 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Additional Notes Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 The overall height of this truss excluding overhang is A-K 2554-1368 I-H 2568 -1371 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' 4-10-10. K-J 2568-1371 H-G 2554 -1368 Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B"uses design values approved J-1 2568-1371 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-K 493 -106 I-E 656 -409 TC-From 56 plf at 0.00 to 56 plf at 7.00 C-I 656 -409 H-E 493 106 TC-From 28 plf at 7.00 to 28 plf at 15.92 D-1 568 -639 TC-From 56 plf at 15.92 to 56 pIf at 22.92 BC-From 10 plf at 0.00 to 10 plf at 7.01 BC-From 5 plf at 7.01 to 5 plf at 10.00 BC-From 5 plf at 10.00 to 5 plf at 15.91 BC-From 10 plf at 15.91 to 10 plf at 22.92 TC- 270 lb Conc.Load at 7.01,15.91 TC- 179 Ib Conc.Load at 9.06,11.06,11.85,13.85 BC- 444 Ib Conc.Load at 7.01,15.91 BC- 101 Ib Conc.Load at 9.06,11.06,11.85,13.85 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.83 22.09 BC 57 -0.83 22.09 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15709/T19/HIPS Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T02 Wgt:120.4 Ibs I ... 07/16/14 5'3"1 9' 13'11" 17'7"15 22'11" 5'31 3'8"15 4'11" 3.8"15 =4X8 =4X4 D E 12 7 %2X4 C F 42X4 o_ 0 ro 013X8(E3) B G$3X13X8(E3) =4X4(E3) H 21'11" =3X4 =3X4 =3X8 K J 1 8'7" "4 8'8"12 9' 10' 13'9" 55„ 4 22'6" 1 5" 5 2- Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) D@tllCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.036 K 999 274 A 759 /173 /359 /- /150 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.071 K 999 274 H 759 /173 /359 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 1 - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.036 1 A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:25.34 ft Code/Misc Criteria Creep Factor:1.5p H Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.275 Bearings A&H are a rigid surface. Soffit: 2.00 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.550 MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.322 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 560-1315 E-F 495 -913 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 532-1091 F-G 532 -1091 --0 498 -917 G-H 562 -1322 Lumber D-E 468 -745 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-K 891 -377 J-1 743 -240 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' K-J 743 -240 I-H 891 -378 Lumber value set"138"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins C-K 186 -217 I-E 245 86 to laterally brace chords as follows: D-K 242 -83 I-F 187 -219 Chord Spacing(in oc) Start(ft) End(ft) D-1 127 -122 TC 24 0.00 22.92 BC 120 0.00 22.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 6-0-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer fAPVEX Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15710/T18/HIPS Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T03 Wgt:130.2lbs / ... 07/16/14 57121T34 22'11" , 5'7"12 5'4"4 11" 5'4'•4 57"12 =4X4 =4X4 D E 12 7 0 Fl- 03X4 C F%3X4 fV I� 1113X8 E3)4 6 G 4X4(E3) 3X4 1113h1X8(E3) 9 10 1 - zr11 1112M =3L4 K 3XJ 112X4 5T' 4'6" 1• a3X4 5-6" 5.1.• ♦ 5.6.. 1p' 11' 17'5" 5" 1'11•. 226" �-{ 111" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeFl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl t./# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.037 K 999 274 A 759 /169 /357 /- /185 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.074 K 999 274 H 759 /169 /357 !- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 1 - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C - HORZ(TL): 0.037 1 A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:25.93 it Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.421 Bearings A&H are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.332 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.301 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 it FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Camp. GCpi:0.18 Plate Type(s): A-B 496-1184 E-F 441 -827 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 487-1103 F-G 487 -1103 Lumber C-D 441 -827 G-H 496 -1184 Value Set:13B(Effective 6/1/2013) D-E 429 -643 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-M 900 -335 K-J 643 -152 Lumber value set"136 M-L 898 -336 J-1 898 -336 uses design values approved 1/30/2013 by ALSC L-K 898 -336 I-H 900 -336 Purlins Maximum Web Forces Per Ply(Ibs) Inlieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: M-C 159 0 J-F 223 348 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 22.92 C-K 223 -348 E-J 212 -125 BC 120 0.00 22.92 D-K 212 -125 F-I 159 0 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 7-2-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15711/T28/COMN Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T04 Wgt:114.8lbs / ... 07/16/14 _ 5'104 11'5"8 17'0"12 22'11" f 5'10"4 + 5'7"4 r 5'7"4 5'10"4 J D=4X4 12 7 1%2X4 C EN2X4 �n 113X8(E3)�3X4 B a3X4 =-4X4(E3) 113X8(E3) A 1 �zrn" =3X4 =3X4 =3X4 J I H i 7'2"1124"5 VA' 7'2"11 • f' 7'7"11 + 10' + 15'3"5 22'6" i A H 5„ 2?, " Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.037 J 999 274 A 759 /170 /356 I- /193 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.074 J 999 274 G 759 /170 /356 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.036 B -- A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:26.06 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.457 Bearings A&G are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.523 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.304 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 514 -1244 D-E 532 -986 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 483-1097 E-F 483 -1097 Lumber C-D 532 -986 F-G 514 -1244 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 A-J 894 -328 I-H 621 -138 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' J-1 621 -138 H-G 894 -328 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"1313"uses design values approved Maximum Web Forces Per Ply(Ibs) 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Purlins C-J 237 -280 D-H 366 -187 In lieu of structural panels or rigid ceiling use purlins J-D 366 -187 H-E 237 -280 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 22.92 BC 120 0.00 22.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 7-5-13. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15777/T26 I SPEC Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T05 Wgt:133.0lbs / ... 07/16/14 1�2'S"8{ 4'8"12 9'58 11'5"8 1 17'6"2 22'11" 4'8"12 } 4'8"12 2' ; `— 5'0.,10 5'4"14 %4X5(SRS) F=4X4 D=4X4 E 12 7 G02X4 o fO "42X4 C 1113X8(E3) B kk3X4 4X4(EA) 1113X8(E3) T _ Y10 -_ 9'3"9 2'8"15 10'0"8 22 9'8"9 12'5"8 '6" • g H �5.."�22'11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.042 E 999 274 A 759 /168 /357 /- /175 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.083 E 999 274 I 759 1167 /358 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.037 J A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:25.77 ft Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.385 Bearings A&I are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.724 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.336 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 545 -1341 E-F 453 -740 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 534-1106 F-G 455 -864 Lumber C-D 465 -903 G-H 525 -1093 Value Set:13B(Effective 6/1/2013) D-E 452 -722 H-1 572 -1386 Top chord 2x4 SP#2 Maximum Bot Chord Forces Per PI lbs Bot chord 2x4 SP#2 Y(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-K 911 -388 J-I 896 371 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' K J 728 212 Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. (")1 plate(s)require special positioning.Refer to C-K 211 -242 E-J 203 -339 scaled plate plot details for special positioning D-K 231 -80 F-J 505 -290 requirements. K-E 92 -111 J-G 233 -281 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 22.92 BC 120 0.00 22.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 6-10-13. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15713/T27/SPEC Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T06 Wgt:120.4lb, / ... 07/16/14 7'5"89'S'8 12'5"8 1 T6"2 22'11" f 7'5"8 2' T 3' i- 50'.10 5'4"14 J E=4X4 ;4X5 164X5(SRS) C D 7 12 F 02X4 0 ro cn rn �0 013X8(E3) B C'$3X4 4X4(E33) I03iX8(E3) T - - L zr1r -3114 a3X4 =3X8 K J I 2"' 10'0"8 • 7'g" 10' 12'5"8 22'6" • 5., 5.. H 2f.. Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.069 B 999 274 A 759 /168 /354 /- 1175 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.153 B 999 274 H 759 /167 /355 /- /- /5-5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.049 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.110 B A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:25.77 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.608 Bearings A&H are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.708 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.477 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 748-1356 E-F 463 -863 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 499-1053 F-G 533 -1092 C-D 510 -845 G-H 576 -1387 Lumber D-E 472 -810 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-K 837 -333 J-1 873 -329 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' K-J 873 -329 I-H 896 -382 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins C-K 232 -41 E-1 537 -304 to laterally brace chords as follows: K-D 82 -142 I-F 232 -284 Chord Spacing(in oc) Start(ft) End(ft) D-1 271 -378 TC 24 0.00 22.92 BC 120 0.00 22.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 6-10-13. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15714/T32/SPEC Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T07 Wgt:117.6lbs / ... 07/16/14 5'S"8 7'5"8 12'5"8 1T6"2 22'11" 5'S"8 2' S' 5'0"10 5414 E=4X4 %4X5(SRS) C=4X4 D F02X4 12 0 7 � io c2 M 1113 E3) B 5��J G%3X4 -4X4(E3) 1113iX8(E3) T i W -3X4 -3�4 -3I8 21'11" 64" 4'3" 75"8 1010"8 10 1258 226 A �5., 5" 22'11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.044 D 999 274 A 759 /168 /351 /- 1175 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.087 D 999 274 H 759 /167 /353 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 1 - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.039 1 A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:25.77 It Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.389 Bearings A&H are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.780 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.339 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 541 -1202 E-F 456 -866 Wind Duration:1.60 WAVE VIEW Ver:14.H 02A 0619 20 B-C 520-1088 F-G 522 -1092 Lumber C-D 511 -908 G-H 569 -1382 Value Set:13B(Effective 6/1/2013) D-E 459 -856 Top chord 2x4 SP#2 Maximum Bot Chord Forces Per PI lbs Bot chord 2x4 SP#2 Y(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-K 882 -372 J-I 1049 450 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"1313"uses design values approved K-J 1049 -450 I-H 895 -373 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins C-K 342 -117 E-1 502 -257 to laterally brace chords as follows: K-D 166 -336 I-F 224 -283 Chord Spacing(in oc) Start(ft) End(ft) D-1 321 -453 TC 24 0.00 22.92 BC 120 0.00 22.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 6-10-13. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15715/T30 I SPEC Atlantic-Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: TOS Wgt:120.4lb, / ... 07/16/14 3'5"8 5'5"8 12'5"8 179 22'11" 7' 5'1"1 5'47 E=4X4 M F,#2X4 12 %4X5(SRS) to 7 � C=4X4 T113X8(E3) B G 3X4 N =4X4(E3) 113.X8(E3) i �2rtr• 1 =-34 =-3X4 —=3A8 3'4" 6'3" 2'S"8 1010118 A12'5"8 22'6" A 5•, 5.. H 21 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.054 D 999 274 A 759 /168 /348 /- /175 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.106 D 999 274 H 759 /167 /351 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.022 1 - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.043 1 A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:25.77 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.545 Bearings A&H are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.804 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.693 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 514-1139 E-F 449 -873 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 518-1097 F-G 510 -1091 C-D 501 -954 G-H 559 -1370 Lumber D-E 441 -903 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-K 892 -392 J-1 1304 -617 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' K-J 1304 -617 I-H 892 -363 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins C-K 543 -240 E-1 491 -207 to laterally brace chords as follows: K-D 355 -625 I-F 210 -278 Chord Spacing(in oc) Start(ft) End(ft) D-1 453 -645 TC 24 0.00 22.92 BC 120 0.00 22.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 6-10-13. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15772/T36/SPEC Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T09 Wgt:126.OIbs / ... 07/16/14 3� 5„8 1'5"82 7'11"8 12'5"S 17'6"9 22'11" 4.6" 5.1"1 5,47 F-4X4 03X4 E M `'02X4 o_ O 12 7 � =4X8 %4X5(SRS) 13X8(E3) B C D %3X4 4X4(EA3) Ul3X8(E3) I L - zr1r' 11124 =-4L8 =_3Kq =3�g 1'2"4 6'8"4 2'5"B 10'0"8 6 1�'7"4 1,g„822'6" 5��' H 3�� 22'11' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.079 D 999 274 A 836 /283 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.156 D 999 274 1 764 /243 /- /- !- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.025 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.049 C A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:25.77 ft Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.431 Bearings A&I are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.993 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.387 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 392-1125 E-F 276 -870 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 371 -1080 F-G 280 -879 Lumber Additional Notes C-D 517-1658 G-H 387 -1106 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is D-E 673-2114 H-1 445 -1376 Top chord 2x4 SP#2 6-10-13. Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp, Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-M 846 -291 K-J 1037 346 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' M-L 837 -289 J-1 907 -310 Lumber value set"l 3B"uses design values approved L-K 1037 -346 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(lbs) ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp. TC-From 56 plf at 0.00 to 56 plf at 1.46 C-M 13 -80 E-J 177 -454 TC-From 56 plf at 1.46 to 56 plf at 3.46 C-L 1015 -282 F-J 547 118 TC-From 56 plf at 3.46 to 56 plf at 12.46 L-D 409-1196 J-G 120 -260 TC-From 56 plf at 12.46 to 56 plf at 22.92 L-E 986 -284 BC-From 10 plf at 0.00 to 10 plf at 10.00 BC-From 10 plf at 10.00 to 10 plf at 22.92 TC- 54 lb Conc.Load at 1.41 BC- 29 Ib Conc.Load at 1.41 Purlins In lieu of structural panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 22.92 BC 115 0.00 22.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15716 I T25/COMN AtlanticBeach Country Club lot 3,Duval Qty: 12 FROM: DRW: T10 Wgt:109.2lbs / ... 07/16/14 7'2"12 f 10'5"8 1,3 20'11"7'2"12 3�2"12 + 3'2"12 + 7712 D=4X4 12 112X4 C E 112X4 7 0 is 113 8(E3) B F%3X4 =4X4(E3) 103X8(E3) c � 1 zrn" =3X4 =3X4 J I H =3X4 �-7'2"12 13'8"4 6'11"8 278 36"8 6'11"8 5" 5" 7'4"8 10' 13'6"8 20'6" 2 '1it" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.086 F 999 240 A 377 /255 /273 /- /175 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.152 B 582 180 J 558 /85 /269 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.061 B - - G 542 /315 /256 /- /- 15.5 Des Ld: 32.00 EXP:C HORZ(TL):0.112 B Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:25.77 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.608 J Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.703 G Min Brg Width Req= 1.5 Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.475 Bearings A,J,&G are a rigid surface. " P C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Lumber A-B 854 -832 D-E 616 -675 B-C 409 -395 E-F 430 -688 Value Set:13B(Effective 6/1/2013) C-D 573 -391 F-G 730 -1006 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-J 285 -252 I-H 298 -105 Lumber value set"136"uses design values approved J-1 298 -105 H-G 532 -259 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: C-J 360 -361 D-H 528 -368 Chord Spacing(in oc) Start(ft) End(ft) J-D 175 -310 H-E 360 -347 TC 24 0.00 20.92 BC 120 0.00 20.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 6-10-13. NOTES: 1.This drawing is not sufficient alone for installation..Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15717/T39/COMN Atlantic Beach Country Club lot 3,Duval Qty: 2 FROM: DRW: T11 Wgt:109.2lbs / ... 07/16/14 5'4"14 10'5118 5'4"14 F 5'0"10 + 5'0"10 F 5'4"14 D=04 12 7 1M2X4 C E F2X4 0 io 1113X8(E3) B "43X4 —4X4(E3) 1113GX8(E3) Y10 - 1 —3j4 -3 4 =3H4 6'6"11 3'0"5 3'11"5 6'6"11 6'11"11 10' 13'11"5 20'6" A IN All Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.038 H 999 250 A 746 /277 /547 /- /175 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.070 H 999 250 G 746 /304 /443 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.022 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.031 H A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:25.77 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.357 Bearings A&G are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.979 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.489 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 979-1308 D-E 933 -998 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 893-1094 E-F 885 -1095 Lumber C-D 941 -997 F-G 968 -1349 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-J 892 -687 I-H 628 -431 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' J-1 628 -431 H-G 892 -692 Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"'I 3B"uses design values approved Maximum Web Forces Per PI (Ibs 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Purlins C-J 264 -243 D-H 391 -456 In lieu of structural panels or rigid ceiling use purlins J-D 439 -449 H-E 264 -243 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 20.92 BC 119 0.00 20.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 6-10-13. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15718/T72/COMN AtlanticBeach Country Club lot 3,Duval Qty: 1 FROM: DRW: T12 Wgt:89.6lbs / ... 07/16/14 5'6"7 9'3' 13'0"9 187' 5'6'7 -�- 3,9„1 -� 3,9.,1 D=4X4 12 7 � %2X4 C E 02X4 (V i0 3X4 B F 3X4 3 14(E 31 X (: 4) 013CX�8(E3) = T AAA 1 10'1"2 =5X7 H 8'10"8 9'3"8 15.2„ 5„ 5" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.027 B 999 240 A 615 /180 /284 /- /139 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.062 B 999 223 G 615 /180 /284 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.043 B A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.337 Bearings A&G are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.382 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.257 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 388-1042 D-E 299 -651 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 328 -836 E-F 328 -838 Lumber C-D 299 -651 F-G 388 -1042 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-30 Webs 2x4 SP#3 A-H 676 -207 H-G 676 -207 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(lbs) Lumber value set"1313"uses design values approved Webs Tens.Comp. Webs Tens. Comp. 1/30/2013 by ALSC C-H 185 -249 H-E 185 -249 Purlins D-H 416 -195 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 18.58 BC 120 0.00 18.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 6-2-11. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15719/T71/COMN Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T13 Wgt:96.6lbs / ... 07/16/14 R7 9'3"8 16'2"15 18'7" 3'9"1 6'11"7 2'4"1 Dr4X4(R1) 12 7 a2X4 C (V X4X5(SRS) 1112X4 E F �� (3X4 8 �� T --4 4(E3 v A V 9 10 rK 11a'r'2 5H7 8'10"8 9'3.8 1113X4[18] ♦ 9,3„8 H 18'7" 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.031 B 999 240 A 615 /177 /286 /- /139 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.064 B 999 223 G 615 /186 /253 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.044 B A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.723 Bearings A&G are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.437 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.259 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 384-1037 D-E 271 -702 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 317 -830 E-F 0 -22 Lumber C-D 299 -657 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP M-30 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-H 667 -251 H-G 650 -283 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"'I 3B"uses design values approved Maximum Web Forces Per PI (lbs 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table C-H 145 -235 E-G 366 -820 JT Plate Lateral Chord JT Plate Lateral Chord D-H 358 -73 F-G 47 -67 No Size Shift Bite No Size Shift Bite H-E 142 -152 [18] 3X4 S 2.50 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 18.58 BC 120 0.00 18.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 6-2-11. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15720/T77/COMN Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T14 Wgt:99.4lbs / ... 07116/14 r 5'6"7 15410 + 187" r 5'6"7 3'9"1 6'1"2 3'2"6 D-4X4 12 7 h2X4 C H4X5(SRS) 1112X4 E F m 3X4 B T =4X4(E3�i+E3) v 1 A tar'2 5X7 H 8'10"B 9'3"8 113X4[18] 9'3"8 197" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.032 B 999 240 A 615 /175 /288 !- /139 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.066 B 999 223 G 615 /189 /247 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.022 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.046 B A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.535 Bearings A&G are a rigid surface. Load Duration.1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.723 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.263 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 379-1050 D-E 273 -682 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 318 -832 E-F 0 -20 Lumber C-D 296 -655 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-H 670 -272 H-G 666 -294 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B"uses design values approved Maximum Web Forces Per Ply(lbs) 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table C-H 157 -241 E-G 369 -816 JT Plate Lateral Chord JT Plate Lateral Chord D-H 368 -96 F-G 64 -92 No Size Shift Bite No Size Shift Bite H-E 146 -174 [18] 3X4 S 2.50 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 18.58 BC 120 0.00 18.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 6-2-11. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fAPEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15721!T74/COMN Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T15 Wgt:99.4lbs / ... 07/16/14 i 9 " 14'6"66"7 5'2"14'38 D=4X4 12 7 '42X4 C N4X5(SRS) 1112X4 E F fV 0 3X4 B 11113 E3) Ni =4 (E3 T AAA 9"10 1f 41 5X7 H 8'10"8 9'3"8 1113X4[18] Ai 9'3"8 18'7" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.031 B 999 240 A 615 /173 /291 /- /139 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.066 B 999 223 G 615 1193 /250 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.046 B A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.382 Bearings A&G are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.724 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.376 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 376-1048 D-E 275 -663 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 317 -834 E-F 0 -18 Lumber C-D 292 -653 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-H 673 -291 H-G 661 -293 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"136"uses design values approved Maximum Web Forces Per PI (lbs 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table C-H 167 -244 E-G 359 -797 JT Plate Lateral Chord JT Plate Lateral Chord D-H 377 -117 F-G 81 -117 No Size Shift Bite No Size Shift Bite H-E 140 -182 [18] 3X4 S 2.50 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 18.58 BC 120 0.00 18.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 6-2-11. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15722/T70/COMN Atlantic-Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T16 Wgt:100.8 lbs / ... 07/16/14 5'6"7 13'8"1 18'7" 5'6"7 3'9"1 4'4"9 4'10"15 D=4X4 12 7 N2X4 C N4X5(SRS) 1112X4 E F N T io II (J 3X4 8 m 413X E3) T A 710 1U 10'1"2 5X7 H 8'10"8 9*3"8 113X4[18] 9'3"8 18'7" s' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.030 B 999 240 A 615 /63 /294 /- /139 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.065 B 999 223 G 615 /120 1256 /- /- /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.020 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.045 B A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.377 Bearings A&G are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.724 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.514 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chards Tens. Comp. GCpi:0.18 Plate Type(s): A-B 373-1048 D-E 277 -646 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 316 -836 E-F 2 -16 Lumber C-D 289 -652 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-H 674 -309 H-G 646 -288 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B"uses design values approved Maximum Web Forces Per Ply(Ibs) 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table C-H 175 -247 E-G 346 -769 JT Plate Lateral Chord JT Plate Lateral Chord D-H 386 -138 F-G 97 -143 No Size Shift Bite No Size Shift Bite H-E 133 -184 [18] 3X4 S 2.50 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 18.58 BC 120 0.00 18.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 6-2-11. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15723/T75/COMN Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T17 Wgt:100.8lb, / ... 07/16/14 5'6"7 9'3"8 12'9"13 187' 5'6"7 3'91 365 5'9"3 D-4X4 12 N4X5(SRS) 1112X4 C E F 7 02X4 N tV Q 3X4 B 1113 E3 E3) 4X4(E3) T A T1° 10`1"2 =5X7 H 8'10"8 9'3"8 1113X4[18] �H 9'3"8 { 187' 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.029 B 999 240 A 615 /67 /298 /- /139 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.065 B 999 223 G 615 /136 /261 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.045 B A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.530 Bearings A&G are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.723 Spacing:24.0" MWFRS Parallel Dist:In to 2h Rep Factors Used:Yes Max Web CSI:0.666 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 370-1047 D-E 279 -630 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 315 -837 E-F 4 -15 Lumber C-D 286 -651 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-H 676 -327 H-G 624 -281 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"136"uses design values approved Maximum Web Forces Per Ply(Ibs) 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table C-H 181 -249 E-G 333 -734 JT Plate Lateral Chord JT Plate Lateral Chord D-H 394 -159 F-G 113 -168 No Size Shift Bite No Size Shift Bite H-E 133 -185 [18] 3X4 S 2.50 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 18.58 BC 120 0.00 18.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 6-2-11. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAPE6X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15724/T78/COMN Atlantic•Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T18 Wgt:99.4lbs / ... 07/16/14 5'6 9'3"8 11'118 17'5" 5'6"7 3,9"1 2'8" 5'5,8 D=4X4 4X5(SRS) 112X4 E 12 7 %2X4 C iv m 'v ,03X4 B III 3X%--3) -4X4(E T 11ar2 H G 8'10"B g1g 113X4[16] A 93"8 17.5' H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.030 B 999 240 A 577 163 /286 I- /139 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.066 B 999 209 G 577 /136 /254 /- /- 13.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.046 B A Min Erg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.511 Bearings A&G are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.709 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.578 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): IA-13 346 -994 D-E 251 -544 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 281 -768 E-F 0 0 C-D 251 -579 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 A-H 618 -319 H-G 492 -226 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"l 3B"uses design values approved Maximum Web Forces Per Ply(Ibs) 1/30/2013 by ALSC Webs Tens-Comp. Webs Tens. Comp. Plate Shift Table C-H 187 -253 E-G 289 -630 JT Plate Lateral Chord JT Plate Lateral Chord D-H 349 -148 F-G 104 -153 No Size Shift Bite No Size Shift Bite H-E 93 -120 [16] 3X4 S 2.50 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 17.42 BC 120 0.00 17.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 6-2-11. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3Ply:1 SEON:15725(T79/COMN Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW. T19 Wgt:100.81bs / ... 07/16/14 5'67 9'3"8 17'5" 5'6"7 3'9"1 1'9"11 6313 D=4X4 4X5(SRS) 1112X4 E F 12 7 � %2X4 C V (O (V 03X4 g 1113X8(E3) 4X4(E3 T 410 10'1"2 =5X7 H G 8'10"8 g 1 g 1113X4[16) 97'8 17,5' 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.030 B 999 240 A 577 /68 /291 /- /139 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.066 B 999 209 G 577 /151 /259 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.046 B A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.701 Bearings A&G are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.709 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.725 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 338 -994 D-E 246 -528 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A 0619 20 B-C 270 -768 E-F 0 0 Lumber C-D 239 -579 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-H 618 -331 H-G 479 -222 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. C-H 190 -253 E-G 280 -605 JT Plate Lateral Chord JT Plate Lateral Chord D-H 362 -158 F-G 118 -177 No Size Shift Bite No Size Shift Bite H-E 94 -134 [161 3X4 S 2.50 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 17.42 BC 120 0.00 17.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 6-2-11. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE Na.60839 PE No.58544 PE No.71457 ABCC3 rWgt SEAN:15726/T80/COMN Atlantic-Beach Country Club lot 3,Duval FROM: DRW: T20 0lbs .. / ... 07/16/14 56"7 9'3"8 +10'2'15 ITS' 5'67 3'91 11'71 7'7'1 '1 p g4X5 (SRS) H12X4 E F 12 7 '42X4 C N (a) g 3X4 B 113X8(E3) 4X4(E3 T s io 1 10'1'7 _—5X7 H G 8'10"8 g1••B 113X4[16] ♦ 9,3"8 17'5.. H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R 1U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.030 B 999 240 A 577 /74 /297 /- /139 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.066 B 999 209 G 577 1165 /263 /- /- 13.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.046 B A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.922 Bearings A&G are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.709 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.244 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 328 -993 D-E 236 -507 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 259 -768 E-F 0 0 Lumber Additional Notes C-D 227 -579 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 6-2-11 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-H 618 -341 H-G 462 -216 Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B"uses design values approved Maximum Web Forces Per Ply(Ibs) 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Bracing C-H 191 -252 E-G 270 -576 (a)Continuous lateral restraint equally spaced on D-H 366 -158 F-G 133 -201 member. H-E 89 -143 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [16] 3X4 S 2.50 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 17.42 BC 120 0.00 17.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15727/T81/COMN Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T21 Wgt:96.6lbs / ... 07/16/14 5'10"1390 17'5" 5'10"13 + 3'4"13 8'1"6 \q 5X7 =3X3[12] D E 12 w2X4 C 7 N_ fV (O 3X4 B 1113X8r 3) 4X4(E31 T A 1 10'1"2 =6X10 G F 8'10"g g 1 g 1112X4[13] ♦ 9'3"8 17,5' H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R I U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.043 B 999 240 A 577 /82 /303 /- /139 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.087 B 999 209 F 577 /181 /266 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.031 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.062 B A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 1.000 Bearings A&F are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.712 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.531 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 343-1017 C-D 224 -578 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 238 -749 D-E 234 -475 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 A-G 595 -339 G-F 0 0 Webs 2x4 SP#3 Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(Ibs) Lumber value set"1313"uses design values approved Webs Tens.Comp. Webs Tens. Comp. 1/30/2013 by ALSC C-G 148 -240 G-E 592 -292 Plate Shift Table D-G 128 -179 E-F 302 -548 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [12] 3X3 1.25 R 1.75 [13] 2X4 S 2.50 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 17.42 BC 120 0.00 17.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 6-2-12. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15728/T82/COMN Atlantic�Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T22 Wgt:100.81bs / ... 07/16/14 5'7"13 i 11'3"10 1T5" 5.7"13 T 57••13 1112X4 D=5X5 E 12 7 x4 c (a) 3X4 6 113X8E3) =-4X4(E3 0 170'1"2 -5Xs G F 8'10"8 8'1"8 1113X4[131 A9'3"8 17'5" Hs• Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.028 B 999 240 A 577 /62 /309 /- /169 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.066 B 999 209 F 577 /179 /289 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.047 B A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 it Code/Mise Criteria Creep Factor:1.5 F Min Big Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.468 Bearings A&F are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.710 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.244 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 287 -992 C-D 185 -577 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 209 -770 D-E 0 0 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 7-4-12. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 A-G 622 -364 G-F 348 -190 Webs 2x4 SP#3 Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(lbs) Lumber value set"1313"uses design values approved Webs Tens.Comp. Webs Tens. Comp. 1/30/2013 by ALSC C-G 213 -275 D-F 291 -533 Bracing G-D 378 -93 E-F 95 -145 (a)Continuous lateral restraint equally spaced on member. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [13] 3X4 S 2.50 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 17.42 BC 120 0.00 17.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15729/T83/COMN Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T23 Wgt:102.2lbs / ... 07/16/14 i 6'7"13 13'3"10 r 6'7"13 I 67"13 4 35X5 02X4 D E 12 7 F,;' \2X4 (a) (a) &8/( X4 6 =4X4(E31E3) o AA 10'1"2 5X5 G F e'10"ei 8.1"9 113x4(131 A 9'3"8 17'5" 5" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.043 B 999 240 A 577 /43 /311 /- /200 /5-5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.117 B 999 209 F 577 /176 /316 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.030 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.085 B A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.652 Bearings A&F are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.713 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.289 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 283-1005 C-D 180 -590 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 154 -754 D-E 0 0 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 8-6-12. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 A-G 602 -350 G-F 232 -138 Webs 2x4 SP#3 Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(Ibs) Lumber value set"1313"uses design values approved Webs Tens.Comp. Webs Tens. Comp. 1/30/2013 by ALSC C-G 258 -340 D-F 310 -521 Bracing G-D 436 -178 E-F 53 -81 (a)Continuous lateral restraint equally spaced on member. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [13] 3X4 S 2.50 Purlins In lieu of structural panels or rigid ceiling use pur ins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 17.42 BC 120 0.00 17.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEON:15730/T84/COMN Atlantic-Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T24 Wgt:114.8lbs / ... 07/16/14 fiT13 13'3"10 67"13 .5X5 12X4 C D 12 2 12X8 a) a) 03x4 q T .3X8 E F ■2X487"13 8'9"3 13X41,0� 87"13 + 15'5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.019 B 999 240 G 510 /8 /265 /- /202 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.038 B 999 185 E 510 /177 /314 I- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.016 B G Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.94 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.537 Bearings G&E are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.575 Spacing:24.0" MWFRS Parallel Dist:In to 2h Rep Factors Used:Yes Max Web CSI: 0.865 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 58 -553 C-D 1 -1 Wind Duration:1.60 WAVE VIEW Ver:14.02 OiA 0619 20 B-C 250 -576 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 9-8-12. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 G-F 120 -323 F-E 106 -80 Webs 2x4 SP#3 Lumber value set"l 3B"uses design values approved Maximum Web Forces Per Ply(Ibs) 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Bracing A-G 96 -487 F-C 520 -338 (a)Continuous lateral restraint equally spaced on A-F 398 0 C-E 364 -486 member. B-F 323 -426 D-E 24 -21 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [10] 3X4 S 2.50 Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 15.42 BC 120 0.00 15.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 tAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15731/T87/COMN Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T25 Wgt:109.2lbs / ... 07/16/14 5'1"11 85"12 10'35 I S'S I 5'1.11 I 3'5.2 I 1'8.9+ 5'111 � 12X4 E /3X4 D 12 /3X4 C 7 b b /3X4 a (a) b (a) 12x4 A T 4 G 3X3 L, 3X3 TB 8 155' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pr in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.011 G 999 240 H 510 /- /46 1- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.022 G 999 185 F 511 /- /46 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.010 F H Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:16.53 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.382 Bearings H&F are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.584 Spacing:24.0" MWFRS Parallel Dist:>2h Rep Factors Used:Yes Max Web CSI: 0.459 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 61 -83 C-D 0 -347 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 0 -446 D-E 59 89 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 H-G 401 0 G-F 249 0 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved Maximum Web Forces Per Ply(Ibs) 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Bracing A-H 0 -131 G-D 304 0 (a)Continuous lateral restraint equally spaced on H-B 0 -517 D-F 0 -441 member. B-G 8 -156 E-F 0 -117 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 15.42 BC 120 0.00 15.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 10-10-12. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15732/T86/MONO Atlantic'Beach Country Club lot 3,Duval Qty: 3 FROM: DRW: T26 Wgt:110.61bs / ... 07/16/14 61'11 I 6612 F 1033 51'11 3'5'2 1'B9 5'1"11 2X4 E ,3%4 D 12 /3X4 C 7 /3%4 B (a) b (a) 2X4 A T 1 o1z -3%4 G a3X3 T8"e TB-B 13%4n � TB•B F 155' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.014 G 999 240 H 551 /- /257 1- /236 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.026 G 999 185 F 609 /177 /355 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.011 B H Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:16.56 ft Code/Misc Criteria Creep Factor.1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.383 Bearings H&F are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.584 Spacing:24.0" MWFRS Parallel Dist:>2h Rep Factors Used:Yes Max Web CSI: 0.536 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 85 -76 C-D 57 -424 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 49 -523 D-E 59 -89 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 member design. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Right end vertical not exposed to wind pressure. H-G 459 -321 G-F 286 -172 Webs 2x4 SP 93 Lumber value set"136"uses design values approved Additional Notes Maximum Web Forces Per Ply(Ibs) 1/30/2013 by ALSC The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. 10-11-9. Bracing A-H 108 -128 G-D 337 -140 (a)Continuous lateral restraint equally spaced on H-B 0 -603 D-F 303 -505 member. B-G 219 -137 E-F 106 -117 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [11] 3X4 S 2.50 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 15.42 BC 120 0.00 15.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15733/T5/MONO Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T27 Wgt:176.4 lbs / ... 07/16/14 r 5'1'15 8'6"12 F123"14+ 15'S13 F 19'67 20'5"8, 5'1"15 3'4'13 1'9'1 51"15 4'0"1 11 5 f4X5 -4X4 E F G M4 /3X4 G 12 /3X4 C (a) (a) a) r /3X4 a a) a (a) 2X4 A T w3X4 Ai i o1z a 3X303] K , -3X8 153.4 574 i B'1 731 r TIE: + Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.012 K 999 240 L 501 /1 /250 /- /237 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.024 K 999 183 1 693 /178 1418 /- !- /3.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.006 B - - H 184 /75 /61 - Des Ld: 32.00 EXP:C HORZ(TL): 0.011 B Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:16.58 ft Code/Misc Criteria Creep Factor:1.5 L Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.303 1 Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.485 H Min Brg Width Req= - MWFRS Parallel Dist:>2h Re Factors Used:Yes Max Web CSI: 0.447 Bearings L&I are a rigid surface. Spacing:24.0" P C&C Dist a:3.00 ft FT/RT:30(0)!10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Lumber Additional Notes A-B 84 -84 D-E 67 -92 B-C 86 -429 E-F 51 -19 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is C-D 94 -331 F-G 14 -13 Top chord 2x4 SP#2 11-0-0. Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC L-K 390 -322 J-1 468 -360 K-J 234 -180 1-H 12 -10 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs) member. Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table A-L 106 -132 I-E 190 -281 JT Plate Lateral Chord JT Plate Lateral Chord L-B 0 -499 I-F 20 -48 No Size Shift Bite No Size Shift Bite B-K 211 -192 F-H 117 -133 [3] 3X3 S 1.75 K-D 282 -133 G-H 20 -26 D-1 274 -418 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 20.46 BC 120 0.00 20.46 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 1APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15775/T91!COMN Atlantic'Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T28 Wgt:79.8lbs / ... 07/16/14 4'278' 14'11"8 4'2"7 I 3'9"9 6'11"8 1 12 1114X5 =5X5[11] 3 p C T2 D ;3X4 B (a) N_ 4M(B2) ao N T T 8"1 �2 10'11"2 G F 4'0"11 1112X4 4'1"13 -6X8[10] 6,9„ 1114X5[13] 4'0"11 8'2"8 14'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSP) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.131 F 999 240 A 1182 /510 /- /- /- 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.249 F 718 180 E 1426 /673 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.030 B A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.735 Bearings A&E are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.993 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.994 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 1275-2877 C-D 1151 -2493 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 1176-2550 Lumber Purlins Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP M-30:T2 2x4 SP#2: to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) A-G 2739-1212 F-E 28 -12 Webs 2x4 SP#3 TC 24 0.00 14.96 BC 86 0.06 14.96 G-F 2728-1210 Lumber value set"1313"uses design values approved Apply purlins to any chords above or below fillers 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(Ibs) Bracing Additional Notes Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on The overall height of this truss excluding overhang is G-B 133 -24 F-D 2608 -1206 member. 2-8-12. B-F 78 -276 D-E 416 -938 C-F 412 -230 Special Loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 54 plf at 0.00 to 54 plf at 5.06 TC-From 27 plf at 5.06 to 27 plf at 8.00 TC-From 27 plf at 8.00 to 27 plf at 14.96 BC-From 10 plf at 0.00 to 10 plf at 5.06 BC-From 5 plf at 5.06 to 5 plf at 14.96 BC- 674 Ib Conc.Load at 5.06 BC- 258 Ib Conc.Load at 7.06,9.06,11.06,13.06 13.94 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [10] 6X8 3.00 R 2.25 [11] 5X5 S 1.25 [13] 4X5 S 3.75 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left bottom chord exposed to wind. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15734/T16/COMN Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T29 Wgt:196.0lbs / ... 07/16/14 e 149"12 +165"� 15 I 54"12 } 350'26"214 � 35.60"8 "6'221155 5112 111 475 C"13 5..10 -1 Fi=5X5 12 7 03X4 G I M 3X4 0 =6X8 12 3 p =5X7 1112EC4 NF X7 4X4 T D t 0 2X4 C N iD 'aW4[26 J 63X4[271 L 3X4 8 Q 7 1113X83y1 E12 1 2 1112X4 a 3X4(E P s6 8 K 14'11"8 21'1" 9'8" 5'3"8 5'9"15 4'75 5'S"12 5'2" 9'8" 14'11"8 20'9"7 25'4"12 30'10"8 36'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.103 M 999 252 A 374 /282 /234 /- /190 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.230 M 999 252 O 1582 /400 /864 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.123 K - - K 565 /158 /298 - Des Ld: 32.00 EXP:C HORZ(TL): 0.265 K Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.562 O Min Brg Width Req= 1.9 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.961K Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.701 Bearings A&O are a rigid surface. C&C Dist a:3.60 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes A-B 1023 -1127 F-G 151 -582 Value Set:13B(Effective 6/1/2013) Shim all supports to solid bearing. B-C 769 -649 G-H 26 -1414 C-D 666 -295 H-1 2666 -1431 Top chord 2x4 SP#2 The overall height of this truss excluding overhang is D-E 1131 -365 I-J 422 -1370 Bot chord 2x4 SP#2 8-4-4. E-F 1144 -374 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"136"uses design values approved Maximum Bot Chord Forces Per Ply(Ibs) 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table A-P 606 -786 N-M 579 -159 P-0 332 -623 M-L 1349 -366 JT Plate Lateral Chord JT Plate Lateral Chord O-N 450-1260 L-K 61 -21 No Size Shift Bite No Size Shift Bite [26] 3X4 S 1.25 [27] 3X4 S 1.50 Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins C-P 282 -438 G-M 708 -1 to laterally brace chords as follows: D-P 408 -553 H-M 1107 -119 Chord Spacing(in oc) Start(ft) End(ft) D-0 988-1119 M-1 322 -250 TC 24 0.00 36.04 E-0 155 -242 I-L 158 -357 BC 75 0.00 14.96 O-F 105 -273 L-J 1136 291 BC 63 14.96 25.40 BC 75 25.40 36.04 F-N 1445 -354 J-K 218 -547 Apply purlins to any chords above or below fillers N-G 208 -594 at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15735/T59/COMN AtlantiCBeach Country Club lot 3,Duval Qty: 1 FROM: DRW: T30 Wgt:200.2 lbs I ... 07/16/14 5'1112 11'8" 149"12 1T3"14 216"1 25'4"12 30'6"14 36'0"8 F 51112 -F 594 -[- 3'1"12 26"2 -F 42"3 -I- 31052"2 -1- 55"10 F1=5X5 12 7 F71- 03X4 C' M I rA 3X4 e 3 12 -5X7 11y4 F =6X8 m D '5X5 3X4[18] c� 33X4 C 3X4[2 'k 3X4[281 L 33X4 B 7 r Itl3XE3)A 12 2 Itl2X4 10'1"2 =3X4(E Q P 36 8 K 14'11"8 21'1" 5'10" 33"8 8'2"15 4'2"5 55"12 5'2" 5'10 11'8" 14'11"8 21'2"7 25'4"12 30'108 36'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.086 M 999 252 A 355 /272 /213 /- /188 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.197 M 999 252 O 1638 /408 /892 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.101 K - - K 544 /155 /293 - Des Ld: 32.00 EXP:C HORZ(TL): 0.224 K Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Big Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.575 O Min Brg Width Req= 1.9 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.993 K Min Brg Width Req= - MWFRS Parallel Dist:h/2 to h Re Factors Used:Yes Max Web CSI: 0.563 Bearings A&O are a rigid surface. Sparing:24.0" P C&C Dist a:3.60 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Lumber Additional Notes A-B 892 -824 F-G 144 -497 B-C 896 -654 G-H 239 -1268 Value Set:13B(Effective 6/1/2013) Shim all supports to solid bearing. C-D 715 -110 H-1 242 -1295 Top chord 2x4 SP#2 The overall height of this truss excluding overhang is D-E 1142 -416 I-J 412 -1305 Bot chord 2x4 SP#2 8-4-4. E-F 1148 -420 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. A-Q 612 -881 N-M 495 -148 Plate Shift Table Q-P 608 -861 M-L 1282 -355 JT Plate Lateral Chord JT Plate Lateral Chord P-0 123 -686 L-K 61 -21 No Size Shift Bite No Size Shift Bite O-N 504-1163 [18] 3X4 S 1.25 [27] 3X4 S 1.25 [28] 3X4 1.75 R 1.50 Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins Q-C 258 -295 N-G 198 -574 to laterally brace chords as follows: C-P 722 -759 G-M 660 -23 Chord Spacing(in oc) Start(ft) End(ft) D-P 343 -490 H-M 978 -102 TC 24 0.00 36.04 D-0 773 -900 M-1 342 -265 BC 75 0.00 14.96 BC 66 14.96 25.40 E-0 91 -134 I-L 155 335 BC 75 25.40 36.04 O-F 179 -366 L-J 1078 -282 Apply purfins to any chords above or below fillers F-N 1261 -299 J-K 214 -525 at 24"OC unless shown otherwise above. Hangers/Tres (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15736/T60/COMN Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T31 Wgt:191.8Itis / ... 07/16/14 6'10" 13'8" 182"225'4"12 30'6"14 36'0"8 ' 6'10" 6'10" 4'6"2 7'2"10 5'2"2 5'5"10 12 F=5X5 7 G 33X4 P5 3 12 = 6X8 T p cv 912X4 C (a) io 3X4[24 H$3X4[26] "v 03X4 8 L1112X4 7 III3X8'U 12 a z 192X4 N 10'1"2 m3X4(E - N AM 1 14'11"8 21'1" 1 + " 7 " + 2 + 5' 015166'11111122 714'1"2 3'804 '41300"8 6 ':-8 i '1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.115 K 999 252 A 357 /266 /216 /- /185 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.257 K 983 252 M 1631 /410 /879 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.129 1 - - 1 546 1155 /295 - Des Ld: 32.00 EXP:C HORZ(TL): 0.286 1 Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.710 M Min Brg Width Req= 1.9 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.833 1 Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.630 Bearings A&M are a rigid surface. C&C Dist a:3.60 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Lumber Wind A-B 843 -875 E-F 244 -1386 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C B-C 849 -624 F-G 274 -1354 To chord 2x4 SP#2 member design. C-D 883 -613 G-H 406 -1298 Top D-E 987 -324 Bot chord 2x4 SP#2 Left bottom chord exposed to wind. Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"136"uses design values approved Shim all supports to solid bearing. Chords Tens.Comp. Chords Tens. Comp. 1/30/2013 by ALSC The overall height of this truss excluding overhang is A-N 580 -834 L-K 365 -658 Bracing 8-4-4. N-M 227 -781 K-J 1275 -345 M-L 390 -635 J-1 61 -21 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord C-N 244 -409 F-K 940 -51 No Size Shift Bite No Size Shift Bite N-D 1006-1065 K-G 308 -258 [6] 3X4 S 1.25 [24] 3X4 S 1.25 D-M 532 -784 G-J 147 -335 [26] 3X4 1.75 R 1.50 M-E 299 -790 J-H 1070 -275 Purlins L-E 184 0 H-1 216 -527 In lieu of structural panels or rigid ceiling use purlins E-K 1655 -272 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 36.04 BC 75 0.00 36.04 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 rWgtl SEAN:15737/T41/COMN Atlantic'Beach Country Club lot 3,Duval FROM: DRW: T32 0lbs .. / ... 07/16/14 19'07 i 7'7"8 9'8" 14'8"12 15'" 34"7 254"1230'6"14 36'0"8- 7'7"8 2'0"8 5'0"12 11" 6'4"5 5'22 5'S"10 12 H=5X5 7 =5}X5 G M 1 33X4 ? 3 v 1112X4 E %5X7 =6X8 PT m --3X8 o 3X4 C io 33X4[29 /3X4[311 L 03X4 B (a) 3X4 7 113XE3;A 12 1 Z 112X4 r 10'1"2 m3X4(E3r1 1112X4 p =5X5 Q =3X4 K 14'11"8 A 21'1" L 7'5"12 75"12 3'9"7 67"13 55"12 5'2" r 7'S"12 + 14'11"8 18'8"15 + 25'4"12 + 30'10.8 "8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.122 M 999 257 A 339 /255 /200 /- /183 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.275 M 937 257 p 1635 /315 /877 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.132 K - - K 561 /57 /301 - Des Ld: 32.00 EXP:C HORZ(TL): 0.287 K Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.918 P Min Brg Width Req= 1.9 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.986 K Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.490 Bearings A&P are a rigid surface. C&C Dist a:3.60 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) Wind Duration: n:1..0.1Plate Type(s):60 WAVE VIEW Ver:14.02.02A.0619.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind A-B 735 -893 F-G 299 -200 B-C 700 -503 G-H 304 -1443 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C C-D 863 -357 H-1 327 -1428 Top chord 2x4 SP#2 member design. D-E 930 -352 I-J 441 -1350 Bot chord 2x4 SP#2 Left bottom chord exposed to wind. E-F 807 -287 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Additional Notes Lumber value set"13B"uses design values approved Shim all supports to solid bearing. Maximum Bot Chord Forces Per Ply(lbs) 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. The overall height of this truss excluding overhang is 8-4-4. A-Q 459 -689 N-M 302 -248 Bracing Q-P 455 -667 M-L 1327 -382 (a)Continuous lateral restraint equally spaced on P-0 396 -869 L-K 61 -21 member. O-N 436 -898 Plate Shift Table Maximum Web Forces Per Ply(lbs) JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite [29] 3X4 S 1.25 [31] 3X4 S 1.50 Q-C 332 -409 G-M 1287 -177 C-P 997 -922 H-M 1041 -127 Purlins P-E 326 -501 M-1 298 -242 In lieu of structural panels or rigid ceiling use purlins O-F 124 -490 I-L 160 -350 to laterally brace chords as follows: F-N 744 -271 L-J 1116 -306 Chord Spacing(in oc) Start(ft) End(ft) N-G 326 -693 J-K 226 -542 TC 24 0.00 36.04 BC 70 0.00 14.96 BC 71 14.96 25.40 BC 75 25.40 36.04 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15738/T48/COMN Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T33 Wgt:194.6 lbs I ... 07/16/14 31'11'17.."42 �- 1349".612�- 1' " )'12910"1T� 55.'64.12�- 0'26""14T '0" 12104 „111 52 5 8 - 7 12 H=5X5 G I %3X4 W5X7 M 12 S - v T 3 1112X4 E =6X8 V I -,3X8 3X4 C N o3X4 rO %3X4 J%3X4 a � S3X4B ( ) Q7 1113XE3)A 12 1 8 3 112x4 3X4(E P a6 8 K 14'11"8 21'1" 7'S"12 7'S"12 4'7"11 i 5'9"9 5'S"10 522 i- 7'S"12 I 14'11"8 f 19'7"3 - 25'4"12 + 30'10"8 T15-08 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.087 B 999 240 A 343 /264 /209 /- /181 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.198 M 999 252 O 1675 /328 /876 /- /- /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.102 K - - K 526 /58 1289 - Des Ld: 32.00 EXP:C HORZ(TL): 0.223 K Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.981 O Min Brg Width Req= 2.0 P K Min Brg Width Req= - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.668 Load Duration:1.25 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.483 Bearings A&O are a rigid surface. C&C Dist a:3.60 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) Wind Duration: 0.18 Plate Type(s):n:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes A-B 786 -909 F-G 286 -181 Value Set:13B(Effective 6/1/2013) Shim all supports to solid bearing. B-C 764 -525 G-H 250 -1202 C-D 1001 -366 H-1 269 -1203 Top chord 2x4 SP#2 The overall height of this truss excluding overhang is D-E 1042 -357 I-J 417 -1245 Bot chord 2x4 SP#2 8-4-4. E-F 1019 -316 Webs 2x4 SP#3 Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B"uses design values approved Maximum Bot Chord Forces Per Ply(Ibs) 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. A-P 480 -750 N-M 291 -287 Bracing P-0 476 -728 M-L 1221 -359 (a)Continuous lateral restraint equally spaced on O-N 387 -741 L-K 61 -21 member. Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: P-C 349 -425 G-M 1149 -154 Chord Spacing(in oc) Start(ft) End(ft) C-0 1053-1027 H-M 837 -87 TC 24 0.00 36.04 E-0 208 -310 M-1 323 -274 BC 75 0.00 36.04 O-F 261 -798 I-L 154 -317 Apply purlins to any chords above or below fillers F-N 540 -195 L-J 1025 286 at 24"OC unless shown otherwise above. N-G 270 -580 J-K 218 -508 Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15739/T61 I COMN Atlantic'Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T34 Wgt:194.6lbs / ... 07/16/14 7'7"8 11'7"4 14'11"8 19'8" 20'9" 264"12 29'3"2 36'0"8 T7"8 3'11"12 34"4 4'8"8 1'1' 4'7"12 3'10"6 12 7 F,-" H =F5 Go 5X5 I J M '5X5 =4X4 12 0 3 0 3X4 E AM m ,3X8 3X4[30 T1 Co 3X4 'O N N 3X4 6 (a) Q 7 I 113XTE3j3X8[17] A 8 12 1 z 1112X4 10'1"2 -3X4(E3W 1112X4 P ,6 8 K 14'11"8 21'1" -� 7'1 ' 4'10'2 5 " + 4'2""12110TS1122 412 57412 29 6'S"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.080 M 999 252 A 336 /246 /232 /- /175 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.183 M 999 252 O 1700 /386 /884 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.089 K - - K 506 /115 /203 - Des Ld: 32.00 EXP:C HORZ(TL): 0.195 K Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.750 O Min Brg Width Req= 2.0 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.949 K Min Brg Width Req= - MWFRS Parallel Dist:h to 2h Re Factors Used:Yes Max Web CSI: 0.395 Bearings A&O are a rigid surface. Spacing:24.0" P C&C Dist a:3.60 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Lumber Wind A-B 643 -876 F-G 293 -264 B-C 623 -502 G-H 439 -1076 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C C-D 1063 -595 H-1 456 -1077 Top chord 2x4 SP#2:T1 2x4 SP M-30: member design. D-E 1106 -587 I-J 411 -990 Bot chord 2x4 SP#2 Right end vertical not exposed to wind pressure. E-F 311 -287 Webs 2x4 SP#3 Left bottom chord exposed to wind. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"136"uses design values approved Additional Notes Chords Tens.Comp. Chords Tens. Comp. 1/30/2013 by ALSC Shim all supports to solid bearing. The overall height of this truss excluding overhang is A-P 460 -707 N-M 264 -228 Bracing P-0 455 -684 M-L 1261 -539 (a)Continuous lateral restraint equally spaced on 8-4-4. O-N 579-1216 L-K 60 -43 member. Plate Shift Table Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite P-C 348 -426 G-M 905 -356 [17] 3X8 S 1.25 [30] 3X4 S 1.25 C-0 1077-1037 H-M 808 -307 E-0 392 -723 M-1 196 -324 Purlins E-N 845 -371 I-L 446 -877 In lieu of structural panels or rigid ceiling use purlins F-N 107 -183 L-J 1038 -431 to laterally brace chords as follows: N-G 297 -574 J-K 241 -472 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 36.04 BC 75 0.00 14.96 BC 64 14.96 25.40 BC 75 25.40 36.04 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 A P VEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEON:15740/T67/COMN Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T35 Wgt:200.2lbs ! ... 07/16/14 7'78 11'7"4 1411"13 21'6"12 25412 27'3'7 31'7"73 360"8 7'78 3'11"12 3'4"8 6'6"15 3'10" 1'10"6 4'4"11 4'4"11 12 7 C'=5X5 H Ill?X4 J q 5X5 =3X3 o5X5(SRSF 3 12 M o ,3X4[10 E =6X8 D :3X8 _ P C N g 3X4 3X4 E n io ED (a) 3X8[27 3X4 B �7 L IR3X8JE3ya 12 3X4(E 1112X4 10'1"2 P o698 K 14'11"8 21'1" 7'S"12 7'S"12 6'3"12 4'1"8 6'2"12 4'S" 7'S"12 14'11"8 21'3"4 25'4"12 31'7"8 36'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.090 B 999 240 A 337 /236 /237 /- /172 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.185 M 999 252 O 1698 /410 /888 /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.091 K - - K 503 /139 /199 /- /- /- Des Ld: 32.00 EXP:C HORZ(TL): 0.201 K Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.973 O Min Brg Width Req= 2.0 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.956 K Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.585 Bearings A&O are a rigid surface. C&C Dist a:3.60 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GMaximum Top Chord Forces Per Ply(Ibs) Wind Duration: n:1..0.1Plate Type(s): WAVE VIEW Ver:14.0Chords Tens.Comp. Chords Tens. Comp. 2.02A.0619.20 Lumber Wind A-B 627 -918 F-G 468 -1045 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C B-C 595 -505 G-H 479 -1000 member design. C-D 1049 -639 H-1 168 389 Top chord 2x4 SP#2 gn'#3 #2 D-E 1093 -630 I-J 171 -393 Bot chord 2x4 Right end vertical not exposed to wind pressure. E-F 142 -261 Webs 2x4 SP#3 Left bottom chord exposed to wind. Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"1313"uses design values approved Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) 1/30/2013 by ALSC Shim all supports to solid bearing. Chords Tens.Comp. Chords Tens. Comp. Bracing The overall height of this truss excluding overhang is A-P 461 -714 N-M 302 -231 8-4-4. P-0 457 -691 M-L 1121 -530 (a)Continuous lateral restraint equally spaced on O-N 567-1204 L-K 46 -24 member. Plate Shift Table Maximum Web Forces Per Ply(Ibs) JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite P-C 347 -432 G-M 849 -379 [10] 3X4 2.25 R 1.25 [27] 3X8 1.47 R 1.25 C-0 1077-1014 M-H 112 -179 Purlins E-O 397 -724 H-L 403 -814 E-N 1140 -532 L-I 185 -290 In lieu of structural panels or rigid ceiling use purlins N-F 403 -723 L-J 557 -243 to laterally brace chords as follows: F-M 638 -308 J-K 240 486 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 36.04 BC 75 0.00 14.96 BC 64 14.96 25.40 BC 75 25.40 36.04 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15741/T68/COMN AtlanticBeach Country Club lot 3,Duval Qty: 1 FROM: DRW: T36 Wgt:201.6lbs / ... 07/16/14 1.ITT24121'612 25'16"160 T 917 311,. 3'4"8 '7'78 6'6"15 153" 3568 7 ;5X7 111 )(4 33 I o5X5(SR 12 3 D E X5 D n C oE3X8 3X4[14] e3X4 0 '3X8[24 (a) 3X4 B Q 7 1113XTE3)A 12 : t 1112X4 -*10'1"2 =UAI(E 6X8 J 14'11"8 21'1" J 7'S"12 7'5"12 6'3"10 4T'10 54"13 5'2"15 7'S"12 14'11"8 21'3"2 25'4"12 30'9"9 36'08 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.090 B 999 240 A 342 /234 1239 /- /181 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.176 B 999 180 N 1675 /405 /901 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.083 J - - J 510 /159 /201 - Des Ld: 32.00 EXP:C HORZ(TL): 0.184 J Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.957 N Min Brg Width Req= 2.0 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.982 J Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.592 Bearings A&N are a rigid surface. C&C Dist a:3.60 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Lumber Wind A-13601 -938 E-F 125 -288 B-C 574 -522 F-G 498 -1092 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C C-D 1002 -669 G-H 178 -386 Top chord 2x4 SP#2 member design. D-E 1046 -660 H-1 181 -391 Bot chord 2x4 SP#2 Right end vertical not exposed to wind pressure. Webs 2x4 SP#3 Left bottom chord exposed to wind. Maximum Bot Chord Forces Per Ply(Ibs) :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Chords Tens.Comp. Chords Tens. Comp. Lumber value set" 36"uses design values approved Additional Notes 1 1/30/2013 by ALSC Shim all supports to solid bearing. A-0 478 -727 M-L 370 -280 The overall height of this truss excluding overhang is O-N 474 -705 L-K 9520 51 Bracing N-M 544-1151 K-J 51 -32 (a)Continuous lateral restraint equally spaced on 8-5-3. member. Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord O-C 348 -432 L-G 752 -380 No Size Shift Bite No Size Shift Bite C-N 1079-1008 G-K 370 -630 [10] 3X4 2.25 R 1.25 [14] 3X4 S 1.25 E-N 403 -729 K-H 212 -342 [24] 3X8 S 1.25 E-M 1153 -551 K-1 543 -251 M-F 417 -730 I-J 255 -487 Purlins F-L 620 -353 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 36.04 BC 75 0.00 14.96 BC 66 14.96 25.40 BC 75 25.40 36.04 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Tres (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 !tAPEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15742/T65/COMN Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T37 Wgt:215.6lbs / ... 07/16/14 11'7"4 1411"13 21'6"12 25'4"12 2T6"6 31'9'7 360"8 3'1112 3'4"8 6'6"15 3'10" 2'1"10 4'3"1 4'31 12 H 1117(X4 J 7 1112X4 G o5X5(SRS 12 3 s3X4[10 E s6X8 (a 01 r ;3X8 o =3X4 0 3X4[14] -3X4 B (a) 7 I $3X8 1113XE3)F+ 12 1 az =3X4(E I �111112M P 8 K 96 14'11"8 21'1" 7'S"12 7'S"12 6'3"10 41"10 6'4"11 43"1 7'S"12 14'11"8 21'3"2 25'4"12 31'9'7 36'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.089 B 999 240 A 344 /238 /233 /- /204 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.175 B 999 180 O 1656 /391 1919 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.075 K - - K 522 /163 /221 - Des Ld: 32.00 EXP:C HORZ(TL): 0.166 K Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.26 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.945 0 Min Brg Width Req= 2.0 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.961 K Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.494 Bearings A&O are a rigid surface. C&C Dist a:3.60 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GMaximum Top Chord Forces Per Ply(lbs) Wind Duraatiotion:: 18 Plate Type(s):1.60 WAVE VIEW Ver:14.02.02A.0619.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind A-B 589 -943 F-G 524 -1164 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C B-C 570 -528 G-H 587 -1112 member design.Top chord 2x4 SP#2 C-D 959 -675 H-1 125 -259 D-E 1003 -666 I-J 127 -261 Bot chord 2x4 SP#2 Right end vertical not exposed to wind pressure. E-F 127 -366 Webs 2x4 SP#3 Left bottom chord exposed to wind. Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"1313"uses design values approved Additional Notes Maximum Bot Chord Forces Per Ply(lbs) 1/30/2013 by ALSC Shim all supports to solid bearing. Chords Tens.Comp. Chords Tens. Comp. Bracing The overall height of this truss excluding overhang is A-P 484 -752 N-M 464 -338 P-0 480 -729 M-L 554 -309 (a)Continuous lateral restraint equally spaced on 9-7-3. member. O-N 500-1103 L-K 46 -22 Plate Shift Table Maximum Web Forces Per Ply(lbs) JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite P-C 349 -433 G-M 120 -130 [10] 3X4 2.25 R 1.25 [14] 3X4 S 1.25 C-0 1082-1002 M-H 853 -496 Purlins E-0 405 -736 H-L 255 -398 E-N 1180 -554 L-I 176 -271 In lieu of structural panels or rigid ceiling use purlins N-F 418 -755 L-J 490 -238 to laterally brace chords as follows: F-M 605 -350 J-K 269 506 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 36.04 BC 75 0.00 14.96 BC 67 14.96 25.40 BC 75 25.40 36.04 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15743/T63/COMN Atlantic'Beach Country Club lot 3,Duval Qty: 2 FROM: DRW: T38 Wgt:211.4lbs / ... 07/16/14 7'7'8 918" 14'71"13_ 21'6"72 2;T5'6"7 29'6"6 36'0"8 7'7"8 2'0"8 5'3"13 15 31"1 1 3'11"75 6'6"2 35X5 12 Fii _ 7 F 83X4[21]G $5X5(SRS 12 3 C: E =-6X6 (a) b 3X4(10 8 83X4[74) saU4 C 03X %4X8 M K 3X4 B (a) 7 113XTE3� 12 =3X4 E I%3X4 10'1"2 s6X8 14'11"8 21'1" 7 F '3""0 F 45 + 49 36671122 41128 2 4"12 82 '1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.089 B 999 240 A 341 /251 /226 /- /236 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.176 B 999 180 N 1680 /386 /951 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.082 J - - J 514 /161 /237 - Des Ld: 32.00 EXP:C HORZ(TL): 0.182 J Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.84 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.960 N Min Brg Width Req= 2.0 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.986 J Min Brg Width Req= - Spacing:24.0 MWFRS Parallel Dist:h to 2h Re Factors Used:Yes Max Web CSI: 0.528 Bearings A&N are a rigid surface. " p C&C Dist a:3.60 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind A-B 593 -950 E-F 128 -309 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C B-C 564 -519 F-G 464 -1092 To chord 2x4 SP#2 member design. C-D 980 -721 G-H 136 -406 P Bot chord 2x4 SP#2 Right end vertical not exposed to wind pressure. D-E 1049 -717 H-1 172 -317 Webs 2x4 SP#3 Left bottom chord exposed to wind. Maximum Bot Chord Forces Per PI :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' y(Ibs) Lumber value set"1313"uses design values approved Additional Notes Chords Tens.Comp. Chords Tens. Comp. 1/30/2013 by ALSC Shim all supports to solid bearing. A-0 475 -775 M-L 380 -297 Bracing The overall height of this truss excluding overhang is O-N 470 -752 L-K 994 -604 (a)Continuous lateral restraint equally spaced on 10-9-3. N-M 500-1154 K-J 60 -41 member. Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Latera] Chord JT Plate Lateral Chord O-C 352 -436 L-G 751 -441 No Size Shift Bite No Size Shift Bite C-N 1096-1010 G-K 500 -787 [10] 3X4 2.25 R 1.25 [14] 3X4 S 1.25 E-N 401 -733 H-K 166 -180 [21] 3X4 2.25 L 1.25 E-M 1165 -531 K-1 461 -250 Purlins M-F 404 -734 I-J 288 -484 F-L 610 -367 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 36.04 BC 75 0.00 14.96 BC 66 14.96 25.40 BC 75 25.40 36.04 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCS]1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15773/T95/HIPM Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T39 Wgt:36.4lbs / ... 07/16/14 5' 8' 5' 3' 12 3 0 =3X4[10] C=-4X4D 1113X8(E3)4B 3X4(E3) T A 8"12 1 10'1"2 F 1112X4[12] E 5'3"8 =3X4[8] 2'8"8 5'3"8 8' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.022 B 999 240 A 430 1176 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.042 B 999 180 E 674 1309 /- I- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.012 B A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.293 Bearing A is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.545 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.349 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 410 -908 C-D 353 -786 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 397 -883 Lumber Hangers/Ties Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Wind A-F 834 -373 F-E 9 -4 Webs 2x4 SP#3 Wind loads and reactions based on MWFRS. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Left bottom chord exposed to wind. Maximum Web Forces Per Ply(lbs) Lumber value set"l 3B"uses design values approved Webs Tens.Comp. Webs Tens. Comp. 1/30/2013 by ALSC Additional Notes The overall height of this truss excluding overhang is C-F 122 -274 D-E 273 -633 Special Loads 1-11-12. F-D 916 -410 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 54 plf at 0.00 to 54 plf at 5.00 TC-From 54 pif at 5.00 to 54 plf at 8.00 BC-From 10 plf at 0.00 to 10 plf at 5.01 BC-From 5 plf at 5.01 to 5 plf at 8.00 TC- 236 Ib Conc.Load at 5.01 TC- 127 to Conc.Load at 7.06 BC- 170 Ib Conc.Load at 5.01 BC- 71 Ib Conc.Load at 7.06 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [8] 3X4 S 1.25 [10] 3X4 1.75 R 1.50 [12] 2X4 S 2.50 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 8.00 BC 96 0.00 8.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15744/T94/HIPM AtlanticBeach Country Club lot 3,Duval Qty: 1 FROM: DRW: T40 Wgt:32.2lbs / ... 07/16/14 7' 8' 7' 1' CIII3X3[10j 3 p =4X4 L/ 3X4 1113X8(E3) B in 3X4(E3) `" TA 10'1"2 F E 1113X4 7'1"12 1112X4 7'1"12 A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.131 B 734 240 A 258 1133 /180 /- /62 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.250 B 383 180 E 258 /146 /172 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.049 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.094 B A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.712 Bearing A is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.646 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.335 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 395 -519 C-D 66 -55 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 45 -100 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 2-5-12 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 A-F 69 -72 F-E 54 -66 Webs 2x4 SP#3 Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(Ibs) Lumber value set"1313"uses design values approved Webs Tens.Comp. Webs Tens. Comp. 1/30/2013 by ALSC C-F 256 -201 D-E 138 -123 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [10) 3X3 S 1.75 Purlins In lieu of structural panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 8.00 BC 96 0.00 8.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left bottom chord exposed to wind. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15745/T73/MONO Atlantic Beach Country Club lot 3,Duval Qty:4 FROM: DRW: T41 Wgt:30.8lbs / ... 07/16/14 3 p 1113X4 C N 1113X8(E3) ,3 B4 -�00, 3X4(E3) T A 8"12 10'1"2 D 8, III 3X4 8' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 258 /131 /181 /- /70 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 258 /143 /172 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.058 B Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.111 B A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.878 Bearing A is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.680 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.413 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 792 -915 B-C 29 -90 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#2 A-D 50 -57 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per PI :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' y(Ibs ) Lumber value set"1313"uses design values approved Webs Tens.Comp. 1/30/2013 by ALSC C-D 180 -198 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 8.00 BC 96 0.00 8.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 2-8-12. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15746/T97/MONO Atlantic Beach Country Club lot 3,Duval Qty: 6 FROM: DRW: T42 Wgt:29.4lbs / ... 07/16/14 7'6"411,18T r 7'6"4 5"4 3 12 1112X4 C T N ;3X4 i� 1113X8(E3) g c'4 =3X4(E3) T 1 s e 10'1"2 E rp 7'6"4 1113X3[71] 7'6"4 A P5" 18 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 256 /131 /180 /- /58 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 256 /135 /167 /- /- /3.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.054 B Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.104 B A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.819 Bearings A&E are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.681 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.395 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 664 -782 B-C 32 -90 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 A-E 53 -60 E-D 0 0 Bot chord 2x4 SP#2 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC C-E 175 -190 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [7] 3X3 S 1.75 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.67 BC 96 0.00 7.96 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 2-7-12. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15774/T102/MON Atlantic Beach Country Club lot 3,Duval Qty: 2 FROM. DRW: T43 Wgt:30.8lbs, / ... 07/16/14 7'6"4 7'11 i'8 7'6"4 5"4 3 12 1112X4 B T N 3X4(62 T 1 5"8 10'1"2 D 7'6"4 1112X4[$] 7'6"4 1A 5" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 387 /144 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 440 /161 /- /- /- /3.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 B Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.031 B A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Mise Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.879 Bearings A&D are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.388 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.301 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 49 -105 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 2-7-12. A-D 52 -23 D-C 0 0 Bot chord 2x6 SP SS Dense Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values approved Webs Tens.Comp. 1/30/2013 by ALSC Special Loads B-D 92 -187 --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 54 plf at 0.00 to 54 plf at 7.67 BC-From 10 plf at 0.00 to 10 plf at 7.67 BC-From 64 plf at 7.67 to 64 plf at 7.96 BC- 314 Ib Conc.Load at 4.73 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [8] 2X4 S 2.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.67 BC 94 0.06 7.96 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15747/T90/MONO Atlantic-Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T44 Wgt:29.4 lbs I ... 07/16/14 3 p 1112X4 C N III3X8(E3) 3 B4 tet`, 3X4(E3) TA 8"12 LJ 10'1"2 D 7,8„ 1112X4) 7'8" 7'8„ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A' 64 /15 /25 /- /8 /92.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.051 B A Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL): 0.098 B Bearing A is a rigid surface. NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.805 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.443 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:>2h Rep Factors Used:Yes Max Web CSI: 0.433 A-B 701 -801 B-C 5 -84 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 Chords Tens.Comp. Lumber A-D 68 0 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Webs Tens.Comp. Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' C-D 178 -190 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.67 BC 92 0.00 7.67 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 2-7-12. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15748/ 1-7/COMN Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW. T45 Wgt:151.2lbs .. / ... 07/16/14 s3"1a 98" 12.2."7 18'3"10 zzs"a zs'9" 8'3"10 3'4"6 2'6"7 6'1"3 4'2"14 H 1112X4 12 7 /4X4118] G UX5(SRS) F 3 12 (a) - v E (a) 3X4 03X4 D a2x4 c l -334(33) 6 03X4 T 1 aL =3K4 x08[14] 113X4 0] 101 2 91"13 4'10"3 4'1"14 8'7"2 9'1"13 14' 18'1"14 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deff/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.155 L 999 321 A 864 /159 /341 /- /232 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.299 L 999 321 1 874 /169 /459 /- /- /- BCDL. 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.073 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.142 H A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.57 ft Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.456 Bearing A is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.990 Spacing:24.0" MWFRS Parallel Dist:>2h Rep Factors Used:Yes Max Web CSI: 0.695 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 664-2432 E-F 204 -1126 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 619-2263 F-G 331 -1292 Lumber Wind C-D 483-1991 G-H 49 -74 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 488-1947 Top chord 2x4 SP#2 member design. Bot chord 2x4 SP#2 Right end vertical not exposed to wind pressure. Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Additional Notes A-L 2153 -929 K-J 1697 -716 Lumber value set"13B"uses design values approved The overall height of this truss excluding overhang is L-K 1697 -716 J-1 432 -200 1/30/2013 by ALSC 10-2-13. Bracing Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. C-L 232 -363 J-G 1270 -456 L-E 373 -85 G-1 398 -861 Plate Shift Table E-J 343 -748 H-1 87 -97 JT Plate Lateral Chord JT Plate Lateral Chord J-F 281 -623 No Size Shift Bite No Size Shift Bite (14] 4X8 S 1.25 [18] 4X4 1.75 R 1.25 [20] 3X4 S 2.75 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 26.75 BC 95 0.00 26.75 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:157491 T81 COMN AtlantiBeach Country Club lot 3,Duval Qty: 10 FROM: DRW: c T46 Wgt:151.2lbs / ... 07/16/14 6'3"10 9'8" 12'2"7 18'3"10 225 26'6"8 6'3'10 3'4"6 2'1"7' 416 4'1"9 H 1112X4 12 7 4X41181 G %4X6(SRS) F 3 t2 (a) � E ,3X4 ;3X4 G tk2X4 G 1I3X8((E3) B s3X4 -3 4(E3) T 10'1"2 L =3X4 =3X4 =4X81141 B2 113X41201 J � K 9'1"13 4'10"3 4'1"14 8'4"10 9'1"13 14' 18'1"14 26'8"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.163 L 999 318 A 880 /158 /338 /- /229 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.298 L 999 318 1 991 /167 /453 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.079 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.143 H A Min Brg Width Req= 1.5 9 NCBCLL: 10.00 Mean Height:15.51 ft Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req=Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.462 Bearing A is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.975 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:In to 2h Rep Factors Used:Yes Max Web CSI: 0.676 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 660-2445 E-F 198 -1208 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 614 -2307 F-G 324 -1383 C-D 478 -2037 G-H 47 -72 Lumber Loading D-E 483 -1992 Value Set:13B(Effective 6/1/2013) Truss passed check for 20 psf additional bottom Top chord 2x4 SP#2 chord live load in areas with 42"-high x 24"-wide Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2:B2 2x4 SP M-30: clearance. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Wind Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-L 2196 -920 K-J 1759 -707 Wind loads based on MWFRS with additional C&C L-K 1759 -707 J-1 458 -195 Lumber value set"136"uses design values approved member design. 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Maximum Web Forces Per Ply(lbs) Bracing Additional Notes Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member. The overall height of this truss excluding overhang is C-L 232 -362 J-G 1393 451 10-1-5. L-E 375 -85 G-1 393 -925 Plate Shift Table E-J 343 -727 H-1 85 -94 JT Plate Lateral Chord JT Plate Lateral Chord J-F 278 -647 No Size Shift Bite No Size Shift Bite [14] 4X8 S 1.25 [18] 4X4 1.50 R 1.25 [201 3X4 1.25 R 2.75 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 26.54 BC 95 0.00 26.54 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821 5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15750/T100/COMN Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T46A Wg1:175.7lbs / ... 07/16/14 4'6"15 9'1"6 '8" 13'8"12 18'3"10 22'6"12 26'6"8 4'615 4'6"7 "1 4'0"12 46"15 4'3"2 3'11"72 1112X4 I 12 7 � T3 #03X41221 H o5X5(SRS) G 3 12 T2 (a) v --H0310*) H0310 E s3X4 F (a) --3X4('7 D 03X4161 C NSX7(Ef6X12 B �3 8(E3 11I 1 2P4 -3 D _3XN('99H0510 L4 B2 =K4 3 41 J411012 ffvvll 45 3 4 4"7 4 7"3 7 4 4'0"2 4'3"3 4'3"3 4'S"3 13'4"12 14' 18'0'2 2Y3"5 26'6••8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /L1 /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.547 D 581 318 BCLL: 0.00Enclosure:Closed Lu:NA Cs:NA VERT TL: 0.578 D 550 318 A 857 /2210 /2863/- /229 /5.5 6 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.289 1 - - Wind reactions based on/-MWFRS / Des Ld: 32.00 EXP:C HORZ(TL):-0.306 I A Min Brg Width Req= 2.4 NCBCLL: 10.00 Mean Height:15.51 ft Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.754 Bearing A is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.970 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.904 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chards Tens. Comp. GCpi:0.18 Plate Type(s): A-B 6595-8248 E-F 5471 -6686 Wind Duration:1.60 WAVE,HS VIEW Ver:14.02.02A.0619.20 B-C 5771 -7402 F-G 4614 -5441 Lumber Hangers/Ties C-D 6483 -8025 G-H 3163 -3585 Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others D-E 5643-6862 H-1 1484 -1524 Top chord 2x4 SP M-31 32 2x4 SP M-30: 73 2x4 SP#2: Loading Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP M-31 :B2 2x4 SP M-30: Truss transfers a maximum horizontal load of Chords Tens.Comp. Chords Tens. Comp Webs 2x4 SP#3 8508#( 320.87 plf)along top chord,from either :Lt Slider 2x6 SP SS Dense:BLOCK LENGTH= 2.605' direction,to supports where indicated.Diaphragm and A-P 7844 -6284 M-L 5860 -4712 Lumber value set"1313"uses design values approved connections are to be designed by Engineer of Record. P-0 78W-6302 L-K 4340 -3577 1/30/2013 by ALSC Drag Loads:Force(#) (PLF) Mbr Start End O-N 7624 -6152 K-J 1902 -1582 Case 1: 8508 320.87 TC 0.00 26.54 N-M 6085-4937 Bracing 8508 398.82 BC 4.67 26.00 (a)Continuous lateral restraint equally spaced on Case 2: 8508 320.87 TC 0.00 26.54 Maximum Web Forces Per Ply(Ibs) member. 8508 398.82 BC 4.67 26.00 Webs Tens.Comp. Webs Tens. Comp Case 3: 8508 320.87 TC 0.00 26.54 Plating Notes 8508 398.82 BC 4.67 26.00 P-C 343 -318 L-G 476 -161 Case 4: 8508 320.87 TC 0.00 26.54 C-0 1485-1564 G-K 457 -1140 (")2 plate(s)require special positioning.Refer to 8508 398.82 BC 4.67 26.00 O-D 543 -418 K-H 938 309 scaled plate plot details for special positioning requirements. Wind D-N 327 -688 H-J 383 -872 Wind loads based on MWFRS with additional C&C N-F 419 -135 I-J 80 gg Plate Shift Table member design. F-L 278 -646 JT Plate Lateral Chord JT Plate Lateral ChordRight end vertical not exposed to wind pressure. No Size Shift Bite No Size Shift Bite [6] 3X4 S 1.25 [7] 3X4 1.25 R 1.25 Additional Notes [22] 3X4 2.25 L 1.25 [24] 3X4 S 2.75 Negative reaction(s)of-2210#MAX.(See Max Purlins Reactions table above)Requires uplift connection. In lieu of structural panels or rigid ceiling use purlins The overall height of this truss excluding overhang is to laterally brace chords as follows: 10-1-5. Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 26.54 BC 33 0.00 26.54 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 q�PE X Michael G Kozlowski Jeffrey P Arneson Derek B Murra PE No.60839 PE No.58544 y PE No.71457 ABCC3 Ply:1 SEQN:15751/T46/COMN Atlantic'Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T47 Wgt:133.0lbs / ... 07/16/14 5'11"12 11'8" 19'0"9 24'9"8 5'11"12 5'8"4 7'4"9 5'815 �i4X4(R1) 12 7 F7- 0 3X4 C N r- =4X4[17] E 4X R F T 013)�(E3) B 4 A igo 1 10'12 q2�4 =H0514 = X41161 5'S' 6'2" 7'4"13 Fff 54"11 102X4[20] 5'10" 12' 19'4"13 24'9"8 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.062 E 999 297 A 821 /236 /383 /- /175 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.123 E 999 297 G 821 /254 /326 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.041 C A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.525 Bearings A&G are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.992 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.742 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 461 -1311 D-E 390 -948 Wind Duration:1.60 WAVE,HS VIEW Ver:14.02.02A.0619.20 B-C 428-1203 E-F 483 -1224 Lumber C-D 398 -919 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-J 980 -382 I-H 1282 -513 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' J-1 978 -383 H-G 10 -5 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord J-C 155 0 E-H 313 -606 No Size Shift Bite No Size Shift Bite C-1 184 -347 H-F 1386 -547 [16] 3X4 2.75 R 1.25 [17] 4X4 S 1.50 D-1 481 -175 F-G 347 -797 [20] 2X4 S 2.50 I-E 303 -598 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 24.79 BC 113 0.00 24.79 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 7-7-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15752/T47/COMN Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T48 Wgt:137.2lbs / ... 07/16/14 5'11"12182"5 24'9"8 5'11"12 5'8"4 6'6"5 6'7"3 D=4X4 12 7 03X4 C =4X4[17] E 4X5 F T 0 1113A E3) B =4X4(A j 1 10T'2 1112X4 =H0514 =3X4116] J I F1 55" 6'2" 6'6"5 6'3"3 1112X4[20] • 5'10" 12' 18'6"5 24'9"6 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.060 E 999 297 A 821 /234 /386 /- /175 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.120 E 999 297 G 821 /258 /330 I- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.041 C A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.592 Bearings A&G are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.972 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.580 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 455-1307 D-E 394 -930 Wind Duration:1.60 WAVE,HS VIEW Ver:14.02.02A.0619.20 B-C 427 -1205 E-F 460 -1153 Lumber C-D 395 -915 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Chords Tens.Comp.t T nsComp. Forces Chords r Tlens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 A-J 983 -401 I-H 1200 -484 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' J-1 981 -401 H-G 14 -6 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord J-C 162 0 E-H 300 -568 No Size Shift Bite No Size Shift Bite C-1 191 -352 H-F 1303 -518 [16] 3X4 2.50 R 1.25 [17] 4X4 S 1.75 D-1 500 -196 F-G 355 -792 [20] 2X4 S 2.50 I-E 269 -544 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 24.79 BC 116 0.00 24.79 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 7-7-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15753/T40/COMN Atlantic'Seach Country Club lot 3,Duval Qty: 1 FROM: DRW: T49 Wgt:137.2lbs .. / ... 07/16/14 5'11"12 7 4" 24'9"8 5'11"12 5'8"4 5.8.. 7.5..8 D�4X4 12 7 03X4 C E X4X5 SRS 4X4 F �n T n 0 in 193X8(E3) 6 4X4(EA3) 1 10'1"2 11124 =H0514 = X4116) 5,5„ 6.2.. 5,8,. F1 7'1"8 1112X4[18] 5.10., 12' 1T8" 24'9"8 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.060 E 999 297 A 821 /231 /390 /- /175 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.119 E 999 297 G 821 /261 /336 /- /- 15.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.041 C A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.997 Bearings A&G are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.990 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.642 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 it FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 449-1303 D-E 401 -917 Wind Duration:1.60 WAVE,HS VIEW Ver:14.02.02A.0619.20 B-C 426-1208 E-F 443 -1097 C-D 393 -912 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 A-J 986 -419 I-H 1136 -464 Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' J-1 984 -420 H-G 0 0 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord J-C 169 6 H-F 1257 507 E-H 296 -542 No Size Shift Bite No Size Shift Bite C-1 196 -356 [16] 3X4 2.50 R 1.25 [18] 2X4 S 2.75 D-1 538 -223 F-G 363 -790 I-E 250 -519 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 24.79 BC 119 0.00 24.79 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 7-7-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15754/T42/COMN Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T50 Wgt:141.4lbs / ... 07/16/14 J. 161 20'7"10 24'9"8 5'10" 5'10^ 4'911 4'1"14 4'1"14 D=4X4 12 =3X4 1112X4 7 F�7- E M4X5 SRS F G M2X4 C T n 0 Ifl3)8(E3) B 4X4(E3) T A 9'10 1 10'1"2 =3K4 =3�4 =3X8 7'9"14 1 . 39"2 47'7 8'2"1 =4X4[19] 5„ 8'2"14 12' 1677 24'9"8 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.057 E 999 297 A 821 /229 /394 /- /175 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.112 E 999 297 H 821 /265 /341 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.036 H A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.475 Bearings A&H are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.987 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.668 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 466 -1367 D-E 563 -1272 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 438-1208 E-F 410 -1022 Lumber C-D 460-1066 F-G 0 0 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-K 989 -450 J-1 710 -283 Lumber value set"13B"uses design values approved K-J 710 -283 1-H 641 -281 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord C-K 208 -282 I-F 572 -194 No Size Shift Bite No Size Shift Bite K-D 346 -134 F-H 414 946 [19] 4X4 S 2.75 D-1 613 -257 G-H 66 -93 Purlins E-I 415 -835 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 24.79 BC 116 0.00 24.79 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 7-7-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15755/T49/COMN Atlantic each Country Club lot 3,Duval Qty: 1 FROM: DRW: T51 Wgt:144.2lbs .. / ... 07/16/14 5'10" _i 11'8" 15'7'7 20'2'7 2498 5,10" 3.11.7 4'7"1 D s04 3X4 1112X4 12 E//4X5 SRS F G 7 ►2X4 C 'r o_ in N 113X8(E3) 6 4X4(E3) T A 10'1"2 =3X4 a3X4 =3X8 K J I 7'411 4'2"5 3'9"3 9'0••5 1113X4[19] A 7'9•'11 12' 15'9"3 24'9"8 H s'• Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.054 E 999 297 A 821 /100 /398 /- /175 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.107 E 999 297 H 821 /198 /346 /- /- 15.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.036 H A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.473 Bearings A&H are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.686 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.802 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-13 459-1355 D-E 525 -1183 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 434-1209 E-F 393 -962 Lumber C-D 474-1088 F-G 0 0 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-K 990 -466 J-1 709 -297 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' K-J 709 -297 I-H 626 -281 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Latera[ Chord JT Plate Lateral Chord C-K 211 -282 I-F 506 -168 No Size Shift Bite No Size Shift Bite K-D 357 -155 F-H 417 -927 [19] 3X4 1.25 R 2.75 D-1 577 -233 G-H 71 -100 E-1 389 -773 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 24.79 BC 120 0.00 24.79 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 7-7-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15756/T52/COMN Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T52 Wgt:156.8 lbs / ... 07/16/14 11'8" 13'78 19'0"12 24'9"8 1'11"8 s'S"4 68"12 D=4X4 =3X4 =3X4[19] E 4X5 SRS F G 12 7 1112X4 r n � iN 1113)8(E3) 6 4X4(E3) T A j° 10'1"2 =3X4 3X4 =3X8 =3X4[18] L K J I 66"12 6'0"4 1'9"4 s'7" 5'5"4 1112X4(20] 5'11"12 12' 13'9"4 19'4"4 24'9"8 H Loading Criteria(psf) Wind Criteria Snow Criteria(P9,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.054 E 999 297 A 821 /116 /411 I- /175 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.107 E 999 297 H 821 /229 /356 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.040 C A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.512 Bearings A&H are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.561 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.593 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp, GCpi:0.18 Plate Type(s): A-B 417-1290 D-E 451 -977 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 405-1215 E-F 364 -825 Lumber C-D 547-1217 F-G 259 -592 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Com Bot chord 2x4 SP#2 p' Webs 2x4 SP#3 A-L 993 -488 J-1 621 -275 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' L-K 708 -328 I-H 0 0 Lumber value set"136"uses design values approved K-J 708 -328 1/30/2013 by ALSC Plate Shift Table Maximum Web Forces Per Ply(Ibs) JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite C-L 242 -308 J-F 313 -139 [18] 3X4 S 1.25 [19) 3X4 1.75 R 1.50 L-D 465 -244 F-I 329 -616 [20] 2X4 S 2.75 D-J 513 -187 I-G 896 -392 Purlins E-J 327 -624 G-H 381 -798 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 24.79 BC 120 0.00 24.79 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 7-7-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 A P E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15757/T50/COMN AtlanticBeach Country Club lot 3,Duval Qty: 1 FROM: DRW: T53 Wgt:155.4 lbs I ... 07/16/14 6' 11'8"8 18'3" 24'9"8 6' 5'8"8 6'6"8 6'6"8 =4X8 112X4 D E =3X4 F 12 7 �71- ,03X4 C<X(a) V "r r HI3X(E3) B 4X4(E3) T A 9 10 1 1o•1^z 1112X4 =H0510 =3X8114] J I H 55"4 6.1"12 6'3" 6'6"8 112X4[16] 5'10"4 12' 18'3" 24'9"8 H5" Loading Criteria(psf) Wind Criteria Snow Criteria(P9,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.040 1 999 297 A 821 /134 1425 /- /176 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.080 1 999 297 G 821 /257 /364 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.032 B A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.680 Bearings A&G are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.718 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.830 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 416-1307 D-E 265 -579 Wind Duration:1.60 WAVE,HS VIEW Ver:14.02.02A.0619.20 B-C 381 -1206 E-F 264 -579 Lumber Additional Notes C-D 347 -911 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 7-7-9 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-J 984 -512 I-H 715 -350 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' J-1 982 -512 H-G 0 0 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on J-C 166 0 E-H 247 -433 member. C-1 198 -354 H-F 870 -397 D-I302 -75 F-G 396 -794 Plate Shift Table D-H 129 -258 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [14] 3X8 S 1.25 [16] 2X4 S 2.75 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 24.79 BC 120 0.00 24.79 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15758/T45/COMN Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T54 Wgt:163.8lbs / ... 07/16/14 7' 8'6"12 13'8"8 19L49"8 7' 1'6"12 5'1"12 5'6"8 5'8"8 m4X8 1112X4 113X3[191 E F G 12 pt3X4 D 203X4 G (a) (a) (a) // (a) 113X8(E3) 6 =4X4(E3) T A L 101"2 11 4 =3X4 4 =X811 L K J I 6'5"4 S7"12 _ _ 1'8"8 5'6"8 5 ' 112X4[201 5,� 6'10"4 '1 12' 13 + 24'9"6 H Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.038 L 999 297 A 821 /114 /434 /- /206 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.089 B 999 297 H 821 /255 /384 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.025 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.060 B A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.680 Bearings A&H are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.719 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.726 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 it FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 440-1362 D-E 288 -766 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 I B-C 340-1195 E-F 207 -439 Lumber Additional Notes C-D 263 -813 F-G 207 -438 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 8-9-9 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-L 968 -510 J-1 613 -307 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' L-K 967 -510 I-H 0 0 Lumber value set"1313"uses design values approved K-J 967 -510 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. L-C 209 0 F-I 202 -361 C-J 248 -444 I-G 803 -378 Plate Shift Table E-J 342 -98 G-H 404 -798 JT Plate Lateral Chord JT Plate Lateral Chord E-1 183 -320 No Size Shift Bite No Size Shift Bite [18] 3X8 S 1.25 [19] 3X3 1.25 R 1.50 [20] 2X4 S 2.75 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 24.79 BC 120 0.00 24.79 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15759/T51/COMN Atlantic'Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T55 Wgt:170.8 lbs I ... 07/16/14 5'4"6 8'6"12 10'5"11 158 f 5.4..6 3'7'7 +1.10..14'+' 5'2..13 {" 4.6"8 '+' 4'8••8 �1 a3X4 N2X4 E a4X4 G H /3X4 E 12 D 7 /3X4 (a) al la) %2X4 (a) 03X8(3E3) a4X4(Er•3) T L 10'1 2 ; 3X4 a3X4 a3Xe L K J 7'1'4 4'1"12 3'10"4 SIVA W3X41201 5" 7'10"4 12' 1510'4 24'9"8 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Det/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.040 L 999 297 A 821 /97 /441 /- /237 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.079 L 999 297 1 821 1259 /407 /- /- /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.016 1 - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.032 1 A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.48 ft Code I Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.336 Bearings A&I are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.811 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.443 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 360-1351 E-F 235 -660 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A 0619 20 B-C 324-1209 F-G 251 -501 Lumber Additional Notes C-D 325-1071 G-H 0 0 D-E 334 -979 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 9-11-9. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-L 990 -555 K-J 775 -416 Lumber value set"1313"uses design values approved L-K 775 -416 J-1 321 -167 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member. C-L 186 -233 J-G 436 -204 L-E 286 -106 G-1 392 -755 Plate Shift Table E-J 257 -429 H-1 73 -102 JT Plate Lateral Chord JT Plate Lateral Chord F-J 136 -33 No Size Shift Bite No Size Shift Bite [20] 3X4 S 2.75 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 24.79 BC 120 0.00 24.79 Apply pudins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAPE6X Michael G Kozlowski Jeffrey P Arneson Derek B Murray 1�" PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEAN:15767/T96/FLAT Atlantic Beach Country Club lot 3,Duval Qty: 1 FROM: DRW: T56 Wgt:33.61bs / ... 07/16/14 1112X4 - 1113X413 N O r r 10'1"2 DI113X4C 6'4"8 III 2X4 6'4"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 B 999 240 D 314 /146 - BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 C 444 /225 /- BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.000 A - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.001 A D Min Brg Width Req= - NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.572 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.466 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.236 Chords Tens.Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 29 -57 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 J Maximum Bot Chord Forces Per Ply(Ibs) Lumber Additional Notes Chords Tens.Comp. Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. D-C 59 -30 Top chord 2x4 SP M-30 The overall height of this truss excluding overhang is Bot chord 2x4 SP#2 1-10-12. Maximum Web Forces Per PI lbs Webs 2x4 SP#3 y(lbs) Lumber value set"1313"uses design values approved Webs Tens.Comp. Webs Tens. Comp. 1/30/2013 by ALSC A-D 84 -222 B-C 123 -305 Special Loads D-B 1 -2 ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 27 pIf at 0.00 to 27 pIf at 6.38 BC-From 5 pIf at 0.00 to 5 plf at 6.38 TC- 118 Ib Conc.Load at 1.94,3.94,5.94 BC- 66 Ib Conc.Load at 1.94,3.94,5.94 Purlins In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 6.38 BC 76 0.00 6.38 Apply pudins to any chords above or below fillers at 24"OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing. Hangers/Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC3 Ply:1 SEQN:15760/T69/COMN AtlanticBeach Country Club lot 3,Duval Qty: 1 FROM: DRW: T57 Wgt:154.0 lb, / ... 07/16/14 6'10"12 10'1P1 15'fi"14 21'4"8 6'10"12 311'5 4'B"13 5'9'10 /4X5 3X3 E 12 7 /5X5[9] C 12 3 a) /5X5(SRS) B T1 H (a) 16X6 T\4^X5(0] /4X4[2) '14X8[13] G �7 1 e3x4 12 .dxd m1'2 � F 8'6"14 4'1"14 4'11-2 5'8"10 8'8"14 10'8'12 157"1d 21'48 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.206 H 999 256 J 713 /67 /317 /- /176 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.412 H 622 256 F 714 /240 /378 I- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.262 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.525 F J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:17.88 ft Code/Misc Criteria Creep Factor:1.5F Min Brg Width Req= Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.496 Bearing J is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.607 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.833 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-13 915-1797 C-D 218 539 Wind Duration:1.60 WAVE VIEW Ver:14.02.02A.0619.20 B-C 1249-2347 D-E 246 -421 Lumber Wind Maximum Bot Chord Forces Per Ply(Ibs) Value Set:138(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#231 2x4 SP M-30: member design. Bot chord 2x4 SP#2 End verticals not exposed to wind pressure. J-1 103 -333 H-G 2186 -1366 Webs 2x4 SP#3 I-H 2106-1393 G-F 55 -35 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Bracing A-J 379 -679 C-G 1311 -2069 (a)Continuous lateral restraint equally spaced on A-I 1707 -851 D-G 121 -151 member. I-B 629-1071 G-E 701 -409 Plate Shift Table B-H 284 -74 E-F 421 -690 JT Plate Lateral Chord JT Plate Lateral Chord H-C 2186-1351 No Size Shift Bite No Size Shift Bite [0] 4X5 S 1.75 [21 4X4 S 1.25 [91 5X5 3.75 L 1.25 [13] 4X8 0.72 R 1.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 21.37 BC 75 0.00 21.37 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Additional Notes The overall height of this truss excluding overhang is 11-2-3. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCS]1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD J - ATLANTIC BEACH, FL 32233 CALL BY 4PM FOR NEXT DAY I1� 0U(WMR�E LINE 247-5814 N ` JOB IN 7nh TD 14 MFCH-210 Job Type: MECHANICAL HVAC ONLY Description: 3 CU 3 AHU 6.5 TONS Estimated Value: GENERAL CONTRACTOR INFORMATION: Name: A/C DESIGNS OF ST AUGUSTINE Address: Phone: - - PERMIT INFORMATION: Sticker for overcurrent protection must be on A/C equipment prior to inspection. Failure to comply will result in a failed inspection and reinspect fees. No exceptions. FEES: Furnaces and Heating $32.00 AC and Refrigeration $52.00 State Mech DBPR Surcharge $2.00 State Mech DCA Surcharge $2.00 Trade Permit Base Fee $55.00 Total Payments: $143.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. <MON)OCT 13 2014 13:35/ST. 13:34/No.7B20404547 P 1 FROM MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach,FL 32233 Ph(904)247-5826 Fax(904)247-5845 JOB ADDRESS: 1106 tIrLOIJ- C BEACH 'be' PERMrr# 1017 ,5?9 L0501 o PROJECT VALUE $ I Qj'7•5 0• °O ARI# 57 PP 1,to 8 REQUIRED o 94 7 Air Handling Equipment Only X Air Handling Unit& Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity 3 Tons Per Unit -3--5j I. 52 1 • S 15 15. 13.5 Heat: Unit Quantity BTU's Per Unit 4000 r?Doo, Seer Rating Duct Systems: Total CFM 87 tvo O 117000 REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger #Ved of all Pumps Vented Wall Refrigerator rator Condenser BTU's #Water Heaters Solar Collection Systems Tanks(gallons) Wells OTHER: Permit becomes void if work does not commence wMi s six month period or work is suspended or abandoned for six mondW I hereby certify that I have read this application and know the same to be true and Corr .:. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the: visions of any other state or local law regulation constmction or the performance of construction. RtvERSib �}OMEs Phone Number 90�-W?-110 SCJ Property Owners Name q oV6 T Mechanical Company DES 1 GnlS f1UQ)ST)+O E /NC Office Phone F -3848Fax Sao"(0587 Co. Address: )()3 )-/8 ERTY l.EnOTEfZ f City s AU 6l�T�aE State FL Zip s�09� License Holder (Print): fb0AQb '� n7T State Certification/Registration# CAC 18)337o2 • e Holder SAY P"�� •BELINDA B.BYERS MY COMMISSION N EE 105703 Befc._ tie this _ i3 day of 4 X µ EXPIRES;Autpost 8.2015 L_ F: 0:;,e :rru rkcvy?uhvt Un3enviilers Sign , n of Notary Public CITY OF ATLANTIC BEACH LJ 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 OV 2 U 2014 (904)247-5800 %{ r By— Date: y Date: I l— I — Received by: Resubmitted: Permit Number: 14 - 12-4 7 Clearance Sheet Number: Original Plans Examiner: /� Project Name: �L C Project Address: MoI3 3 /- + �0.t }-{ '(C Contractor: Dpe f F he P-,Qber Contact Name: Contact Phone Number: Contact Fax Number: C ck)UOd(&tnU d Ver si debon u- .COM Revision/Plan Check/Permit Fee(s)Due:$ �— Description of Proposed Revision to Existing Permit: Pending Hold: Structural: ► X l9 T 5 Gi Y�`CAS AQ u-U-6 (ON r J US. Plumbing: Mechanical: Electrical: Misc.: Additional Increase in Building Value: $ Additional Square Footage: Clearance Sheet/Site Plan Revised: Environmental Health Approval: By signing below,I(print name) r r n affirm that the above revision is inclusive of the proposed changes. iaAuref Con gent �o.trntor�=, .if increase in valuation) Date Office Use Only Date: Approved: Rejected: Notified by: Plan Review Comments: KEVIEWED FOR CODE COMPLLANCE SEF,PERMI'T'S FOR`ADDITIONAL Tans E CONDITIONS. Date �'� DATE:�� / :: • E ILE COPY ♦E pi.Tii.:Z sla�I aiMi}�}.i:.Trt.r_.. ULSBERG FILE cHENGINEERING w_ Residential and Commercial Structural Engineers November 4, 2014 Mr. Michael Griffin City of Atlantic Beach Building Dept. 800 Seminole Road Atlantic Beach, Florida Re: Riverside Homes Lot 3 Atlantic Beach Country Club To Whom It May Concern: On the subject project, lx6 T & G boards will be used on the porch ceilings. The 3/8" rated sheathing noted on the plans on the porch ceilings is not required when using this material. I Yral ,further questions, please feel free to contact my office. 0. s TA E OF SlONA1. 4tttttlttlt um"{1111th"N 11481 Old St.Augustine Rd.,Suite 202,Jacksonville,Florida 32258 Phone(904)886-2401,Fax(904)260-4367,FL CA No. 25846 `�\ CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD X ATLANTIC BEACH, FL 32233 MECHANICAL GAS PIPE PEIk1D11WECTION PHONE LINE 247-5814 "L J ALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 14-MCHG-388 Job Type: MECHANICAL GAS PIPING Description: GAS PIPING 8 OUTLETS Estimated Value: Issue Date: 11/6/2014 Expiration Date: 5/5/2015 PROPERTY ADDRESS: Address: 1613 ATLANTIC BEACH DR RE Number: - PROPERTY OWNER: Name: HOMES, RIVERSIDE Address: 414 OLD HARD RD STE 502 GENERAL CONTRACTOR INFORMATION: Name: AEI INTERNATIONAL CORP. Address: 7709 ALTON AVE QA LEWIS SPRADLIN Phone: - - FEES: Gas Pipe Outlets $18.00 State Mech DBPR Surcharge $2.00 State Mech DCA Surcharge $2.00 Trade Permit Base Fee $55.00 Total Payments: $77.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Mcwsr Ph (904) 247-5826 Fax (904) 247-5845 .10B ADDRESS: I(D IS A+LR`(\&<_ _ PERMIT IFr"�r� PROJECT VALUE $ ARI# REQUIRED _.—Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED EPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity _ (Requires 3 sets of plans) Commercial Hoods Quantity _ (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets �_ Boilers BTU's Elevators/Escalators NLL OTHER GAS PIPING Heat Exchanger Quantity of Outlets -7 Pumps # Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. ,1 Property Owners Name {� y-tX`�� 1�2 �Q i j Phone Number 9lb4 ay -41Ct`t 'Mechanical Company P6.1 U-- 1. (jZgj;�j NZIGM �'V1(EOffice Phone)Tq-�121 Fax1W-�0 Co. Address: `1h g kon�O � City�C \ 11,�rC.. State L Zip 3o._ License Holder(Print): Y\ State Certification/Registration# ,Votarized Signature of License Holder ` l l _ rir,�r efore me this L- M' day of /VOV&4J [-i' 2041 Notary Public State of Florida Stephanie Renee McGuire 19 nature of NotaryPublic�� .�.� ,�+� My Commission FF 033716 ,ted' Expire 08/0112017 / +4.r1/ , CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 PLUMBING PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-IRR-388 Job Type: IRRIGATION/SPRINKLER Description: irrigation new home Estimated Value: Issue Date: 2/26/2015 Expiration Date: 8/25/2015 PROPERTY ADDRESS: Address: 1613 ATLANTIC BEACH DR RE Number: - PROPERTY OWNER: Name: HOMES, RIVERSIDE Address: 414 OLD HARD RD STE 502 GENERAL CONTRACTOR INFORMATION: Name: JUST JOHNSON INC Address: P O BOX 962 MICHAEL JOHNSON Phone: - - FEES: State PLMG DBPR Surcharge $2.00 State PLMG DCA Surcharge $2.00 Plumbing Fixtures $7.00 Trade Permit Base Fee $55.00 Total Payments: $66.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: 3 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address:/Q /id a0// Department review required Yes No Applicant: o �' Y7 Planning &Zonin reelTamntsTrator Project: Public Works/ f Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: X4pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date: V TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904)2447{-5826 Fax(904)247-5845 / JOE ADDRESS: PERMIT##f NEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System RE-PIPE: TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank&Pit n/ Clothes Washer Shower V Dishwasher Shower Pan Drinking Fountain Slop Sink �\ Floor Drain Three Compartment Sink Floor Sink Toilet / Hose Bibs Urinal r Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater �\` Other Fixtures Water Treating System MISCELLANEOUS: allons(Re uires 3 sets of plans) ❑ Sewer Replacement ack Flow Preventer ❑ Grease Interceptor (Trap) g 9 Lawn Sprinkler System-Number of Heads�3 ❑ D ❑ Well ** SJRWD Well Completion Form. Completed form to be submitted to the Bu' ing Department for final inspection.** ❑ Other Permit becomes void if work does not commence within a six month period or work is spended or abandoned for six months.I hereby certify that I have read laws an! ordinances governing this work will be complied with whether specified this application and know the same to be true and correct. All provisions of la or not. The permit does not give authority to violate,the provisions of any other s e or local law regulation construction or the pe�� fconscs� �`OEP-6 Phone Number cc77 22SS77 Property Owners Name S Q� Office Phon "/� 5 x Plumbing Company �� —Of �f�l/r 5 ecg, Statef'/� Zip Co. Address: 4q� � City /`� C License Holder(Print): & p /J ,4 State Certification/Registration# Notarized Signature of License Holder Before me this may Signature of Not ublic Ite Florida Friendly Landscapes J S� IRRIGATION COMPLIANCE CHS. .,KLIST ■ V. A. PROVIDE PROJECT INFORMATION: DATE RESIDENTIAL, ADDRESS GG I� '" �' NEW INSTALLATION CONTRACTOR RESIDENTIAL, �J(.�� fV � UPGRADE/REPLACE OFFICE 9��`�707�� CELL j r-?�� FAX NON-RESIDENTIAL, INSTALLATION NSTALLATION NON-RESIDENTIAL, EMAIL �J I fisf)p ��V�//tI�L��y'1�1 .�'Od'1 UPGRADE/REPLACE Re CALCULATE MAXIMUM HIGH VOLUME IRRIGATION: HYDFOZ ONE shall mean an irrigation watering zone / /� SQ FT in which plant materials with similar water needs are TOTAL LOT AREA Ccs o V a grouped together. TOTAL IMPERVIOUS SURFACE AREA - 30to SQ FT HIGH VOLUME IRRIGATION shall mean an irrigation syster: *'gat does not limit the delivery of water direcs y to the root zone and which has a minimum TOTAL PERVIOUS AREA/LANDSCAPE 360oSQ FT flow,.fte,per emitter, of thirty (30) gallons per hour (gph) ;,r one-half (5) gallons g per minute (gpm) or great.r: (PER SECTION 24-181(b)(4)iil x 0.60 IRR1':,ATION ZONE shall mean the grouping together SQ FT of any type of water emitter and irrigation equipment MAX HIGH VOLUME IRRIGATION le)oo operated simultaneously by the control of a timer and a single valve. C. PREPARE&ATTACH A HYDROZONE PLAN: ON A COPY OF THE SITE PLAN OR SURVEY(RESIDENTIAL APPLICANTS)OR A LANDSCAPE PLAN(NON-RESIDENTIAL APPLICANTS), INDICATE THE LOCATION OF THE FOLLOWING AND FILL IN APPROXIMATE COVERAGES BELOW. ``' 1 HIGH WATER USE HYDROZONE(S) [ALLAPPLICANTS] Qv� M _ .;Q FT %TLA High Water Use Hydrozones contain plants that require supplemental watering on a reg_,Lir basis throughout the year. These areas include turf and lawn grasses and are typically characterized by high visibility focal point..of landscaping design where High Volume irrigation is used. High Water Use Zones shall be placed on a separate irrigation zone. MODERATE WATER USE HYDROZONE(S) [NON-RESIDENTIAL ONLY] --:S"Op SQ FT %TLA Moderate Water Use Hydrozones contain plants that once established,require irrigation every;wo to three weeks in absence of rainfall or when they show visible stress such as wilted foliage or pale color. These are typically perenr,'0- seasonal plants and flower beds. LOW WATER USE HYDROZONE(S) [NON-RESIDENTIALON01 (/ Q FT %TLA Low Water Use Hydrozones contain plants that rarely require supplemental watering an .:a«:are drought tolerant during extreme dry periods,such as native shrubs and vegetation,established trees and ground covers,and wooc_'•I:areas. [MOISTURE SENSOR(S) [ALL APPLICANTS] At least one(1)moisture sensor shall be located in each Irrigation Zone. -v�MIT T ERS [ALL APPLICANTS] Emitters shall be sized and spaced to avoid excessive overspray on to impervious surfaces. City ofAtlantic Beach • 800 Seminole Road - Atlantic Beach, ' arida 32233 (P)904.247.5800 - (F)904.247.5845 • www.coai FFL-ICCO2.07.70