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1642 ATLANTIC BEACH DR NEW HOME DOCS j'\j1j- ` , CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-SFR-692 Job Type: SINGLE FAMILY RESIDENCE Description: NEW HOME Estimated Value: $500,000.00 Issue Date: 5/4/2015 Expiration Date: 10/31/2015 PROPERTY ADDRESS: Address: 1642 ATLANTIC BEACH DR RE Number: None GENERAL CONTRACTOR INFORMATION: Name: RIVERSIDE HOMES OF N FL Address: 414 OLD HARD RD STE 502 MATTHEW ROBERTS Phone: - - i PERMIT INFORMATION: FEES: PLAN CHECK FEES $840.00 BUILDING PERMIT FEE $1,680.00 STATE DCA SURCHARGE $25.20 SEWER SDC-SYSTEM DEV CHG $4,050.00 UTIL REV RESIDENTIAL BLDG $50.00 WATER CONNECT/TAP & METER $370.00 WATER CROSS CONNECTION $50.00 (WAVER 3DSc6Y'S-f)E1NA IDEL('01`*&N("I:$10I40000CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ��y�A`Jrlu1 CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 J!t i t STATE DBPR SURCHARGE $25.20 Total Payments: $8,230.40 PERMIT' IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. �J `s CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 r�r11 i 19' DRIVEWAY PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-DWAY-878 Job Type: DRIVEWAY Description: paver driveway Estimated Value: Issue Date: 5/4/2015 Expiration Date: 10/31/2015 PROPERTY ADDRESS: Address: 1642 ATLANTIC BEACH DR RE Number: None GENERAL CONTRACTOR INFORMATION: Name: RIVERSIDE HOMES OF N FL Address: 414 OLD HARD RD STE 502 MATTHEW ROBERTS Phone: - - PERMIT INFORMATION: PUBLIC WORKS: UTILITY DEPT.: 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. All silt must remain on-site during construction. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Republic Services, Shappel's and Waste Pro.) Full right-of-way restoration, including sod, is required. Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans Ensure all meter boxes, sewer cleanouts and valve covers are set to rade and visible. _JziPERMIT 1S Al' , 1HE; FLORIDA BUILDING CODES. •S y�JlJ] `S, CITY OF ATLANTIC BEACH 1 800 SEMINOLE ROAD j X ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 't 0ji 19' 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. FEES: Fence/ROW $35.00 Total Payments: $35.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. L04'• t53 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH FIDE COPY800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: f o1 23 33 Permit Number: /37 51"�'W- G 9d, 'Z- 1 OS-2S-2_016 +10aJ}ic Legal Description i 153 Parcel # �q SOS - 1 OS .0 Floor Area ot S .Pt. Valuation of Work S OCA D Proposed Work heated/cooled 073541 non-heated/cooled l 1 lKJ Class of Work(circle one): Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercialesident If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performedl,,�Qw Cc" C.�l•�1�/— Property Owner Information: Name: 1 Slde. S N. S7( i INC-Address: 10.177(2 Saw JOIX r? 1Aw1. SLj4- . /QC) CityV• !L Stater�-Zip3a�3 Phone 904 .6 E-Mail or Fax#(Optional) 0. Contractor Information: n �.r'� Company Name: IY Si L NC. Qualifying Agent:mQ,'f-l{'hoj1i JQOA Address: S City State Zip Office Phone s(X.1'AI Job Site/Contact Number Fax# State Certification/Registration# Cf3CLIQ0541345 Architect Name & Phone# * N Engineer's Name & Phone# 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 cert that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulatingconstruction in this jurisdiction. This permit becomes null and void if work is not commenced within six((6)months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. 1 understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools,Furnaces,Boilers,/centers, Tanks and Air onditioners,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 W H YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCKMENT4emi I hereby certify that I have reathis application nd know the same to be true and correct. Allprovisions oflaws and ordinances governing this ty e ofwork will be complied with whetherspecot T he rantin a permit does not presume to give authority to violate or cancel the provisionsof any o eras,statlocal law regulating constructm n e str ion.Signature of Owner: 1 Signature of Contractor: Print Name: C,� `S 1 )C� Print Name: z'' Swoyp�nd subscri lforg me Sw nd subscri q ore me 20 �� is Lam' Day of_ _/;��(' 1�+ 20�� this Day of u ca t 0" otaryPublic State of Florida �yar y� Notary Public State d Florida Amber Atteberry Amber Atteberry e` My Commission EE 850279 My Commission EE 850279 '>OF�a� Expires 11!08/2018 �ov�o Expires 11/08!2016 r DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: /P y// 5— Development Size Habitable Space,�3 59 s.V Non-Habitable 16 D s, F, Impervious area Miscellaneous Information Occupancy Group �, -3 Type of Construction -V Number of Stories '2- Zoning Zoning District (-) Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions/Comments: P-5711i 01nP41 shall 10-e- ehlal-ej 4a a �- leas o bovo- s eq l2VPI. a.,n E /boe, �'�L - / X1161 ArcIMS Viewer Page I of 2 FILE 1� 0 = k ° 0 AE 4 2- h A h 0 �5 - o h 0 i hh 0 1643 1646 1 w 1637 h 1631 1630 � 1636 � '= a 0 60 a 60 1625 -r w G p 1624 -- ++ - 0.2 CTANNUAL CHANCE FLOO r = 0 0 11y 'd w W - W 1619 N A O � ° 1616 O 1613 s1612 a copy.apa�c}�ooa cx�or un10 1 w r 1607 0 http://maps.coj.net/WEBSITE/DuvalMapsSQL/MapFrame.htm 4/3/2015 CITY OF ATLANTIC BEACH Building Department 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 FILE COPY PLAN REVIEW COMMENTS Permit Application # %j ' Srl� -c f� Property Address: Applicant: 4Ciyer5;e;4 f 1,a -es' Project: oA77-e-- This permit application has been: ❑ Approved ❑ Reviewed and the following items need attention: v1< EFE o l4,/ ' kz // die �'%r�� bu �'PO� ��►e �� P r �-c a T•2 /JP-�o r'P .-�ry�r.y, S'�GrT s-, � L � o ll a i-G P17 5 Lf/' b P PPO'e cr 1 ��+P arog 2 L Pn s e / &7re- c/) r Li 4 1, : SQa lead 1 .� s l o -1 I,-e Con r vcc 7i o r, f i e,` 7 o-�� `��-e- C m vc4 L rct a h ! b-e A4 le - ' he; Q- i t a n U n - T s n �h Soql he a 11 ve- 6 ,5 ` F e Please re-submit your application when these items have been completed`. Reviewed By: Date: 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 Iocate 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 SI ED this��'�'day of ,20i� By. Pr e Own o be sig din presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this day of et , ZOtpersonally appeared before me, a Notary Pu lic in and for said County and State, the property owner of L94.-) I OA-V\C-- &M In hr'1V �L, 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. C)Nar�y Public o s County and to ,m��i`Ste1aF10"bG eberry MyComm"O"E850779 CITY OF ATLANTIC BEACH, FLORIDA,a Qfv� � +"penota municipal corporation: Approved: c , Public orks D' ector Douc�l E . -ay ton For Permits where city sidewalk is impacted, City Manager approval required: mut,City Manager Nelsar, van Li e+-e, Page 2 of 2 R.O.W. Permit Attachment of APR 15 for R.O.W. Permit# issued , 200_ Atlantic Beach, FL 32233 %ve r S 1 c►_C_ 410rrU S Property Address: JU4,1 A#I -V� 13koC+.�. At t�w-4',c P.Mch,3 z a 3 3 Subdivision: --iQn1}iL f3ymu, Lot#/Block#: R.E. #: I�agSo —t 1075 REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this 1 day of I 1 2005 by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as "CITY"and R1Ve,rs idx.4-4ury�S 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: N9.-W ( tCA 45iTck "ON - �- 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: io1 l� � Ssi! C�1vc�, # 1 a��( cicscx�v i tt `� 3a 9.3 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." Page 1 of 2 FILE COPY APR 03 By m ti 1 O•i i m � a z > d'L9 0d o 8 8 Q m ,"a ��6a1� K�d� r N f a � A SgS Y� ��• .?F yp7 0 0 s s 7 +ass;�B�• 6�` � g. � n y�N � S o M,6Z�Z 1 U (d)• O6: . .tti..-- ct 0 0� 3°SZ. -..-•ree-,'��' 6m�P��1 yq�Q�$ ��.bm4$ -F ct yo 00"... N '.$ es " % y O O� w or W �.r9 S _ . r $ � � •�� f CiP � 'a � ouxd � '.•�� 8 •'� N CT �'• to /' 8:`•� .p��. •� �M.� �-.. `... tt us�Ot PNqq O ro o bra $• M,,... a•``: `` '` $ A�o� 1 Ca � pwo A- 6 � S5' '3 r•" �—4d ri g w �a�9��9Z s . oe v r m z i n m g don FILE COPY -- REVISION SIT. PLAN DATE LOT 153 AS SHOWN ON PLAT " EO a �••.�• ATLANTIC BEACH COUNTRY CLUB UNIT 1 AS RECORDED IN PLAT BOOK 67, PAGES 52-54 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE 30 O 15 30 S89'59.56"E 51.63(P) _ IN FEET ) `PLAT LINE I inch = 30 ft,. 10.00' 5.00' �. mon •P, N N �„ .. N t } 5.00' vRov+� N �? IDrvf, yL' Z sTORv to.�D g N 7�yy • . Af!s�• , NLT ra tP � = F-F•tYpE�� ' n C3'', F k(S1ig0 . . .�. ' 1� 5.00' e°�' •• . . • C� qp n cz� aN E g S1 ` OFA V, a ' SAS lj ooC FL. $ f f m O 31.1 5`� r .'Cl /PARKING O �.► ON 5:00' `" st�r'�'. TRcET$ rn C /• ARS' pN 40�N�pG£�'' S•(� P• CTT o / 20.96' �QT 1Fj5 ZEE-X l =2 20.95' Z�y�' r�• �'+ / 154 0/ J °T 6 4. .}6-.} 6...Z;z FFc '1�`� •c1' SOD BREAKDOWN • ~ TOTAL LOT AREA 5.400 Sq.FL LINE TABLE R/W TO CURB 0 Sq.FL U z LENGTH GROSS SOD AREA 5.400 Sq.Ft. DEDUCTIONS r LI(P) S759Y35'W 60.00 FOUNDATION SLAB 2,403 Sq.FL Q DENOTES CHEMICAL TOILET L2(P) N753735"E 00.W DRIVEWAY 748 Sq.Ft. LEAD WALK&STEPS 37 Sq.Ft EE DENOTES PROPOSED CONCRETE L3(P) N75-3 'E GOOD SIDEWALK& 115 Sq.FL BEN07 PATIO DENOTES PROPOSED PAVERS SERVA/C ICE DOR SLABGAR60 Sq.Ft. IMPERVIOUS COVERAGE WATECE DOOR SLAB DENOTES WOOD DECKING WATER-DEQUL IQUl O$q.FL 0/P'cRVICUS 50.FL LOT 50.FL % TOTAL DEDUCTION$ 3 Ft. DENOTES FUTURE 4" TREE 3.363 sq.FL a4oD sq.FL Gu NET SOD AREA 2,037 Sq.Ft. DENOTES DRAINAGE MANHOLE F_E:'RF AI NOTES: 1.BEARINGS ARE BASED ON THE CENTERLINE OF ATLANTIC BEACH DRIVE AS BEING S14-27'&E.2.ELEVARGNS SHOWN HEREON ARE BASED ON NAVO 1088, 3.THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE'X SHADED AND AE(6)'AS DEPICTED ON THE FLOOD INSURANCE RATE MAP(F.I.R.LL)COMMUNITY NUMBER 120375.PANEL NUMBER 0408FL DATED.JUNE 3.2013.THE FLOOD ZONES SHOWN ON THIS SITE PLAN ARE SCALED OFF OF THE F.E.M.A.FIRM.MAPS AND ARE FOR REFERENCE ONLY.THE F.ULM.INFORMATION AND DELNEATLLY:'S ON THIS STE PLAN ARE VAUD ONLY FOR DATES UP TO AND INCLUNlNC THE DATE OF THIS SITE PLAN. THERE MAY HAVE BEEN SUBSEQUENT REws DNS AFTER MIS DATE THAT TWLL SUPERSEDE SAID INFORMATION.NCU,7,d,S SHOULD BE MADE TO THE COMMUNITYS FLOOD PLANE MANAGEMENT REPOSITORY.DEPARTMENT OF PUBLIC WORKS.OTY OF ATLANTIC BEACH.RE 4.FLOOD MAPS FERENCED HEREON ARE BASED ON NAW 1968. S.NO UNDERGROUND FOUNDATIONS OR UTIUTIES&NO IMPROVEMENTS.OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. &ADDITIONS.DELETIONS AND/Oft MY WRITTEN INFORMATION ADDED TO THIS NAP ANO/OR REPORT IS PROHIBITED AND 15 NOT AUTHORIZED BY THE S'GMNG SURVEYOR. 7.THIS MAP IS INTENDED TO BE V.EVIED AT A SCALE OF Y=30.OR SMALLER - 8.ENTRIES&PATIOS DEPICTED AS EXTENT NG INTO ME BUILDING RESTRICTION LIMITS OUST REMAIN UNCOVERED&NOT ENCLOSED. 9.UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL.VECETAR%c,AND UNDISTURBED. 10.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11.THIS SITE PLM IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE•ZONING,EASEMEN..5 OR FREEDOM OF ENCUMBRANCES T2 MIS SITE PLAY WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS.ENVIRONMENTALLY SENSITIVE MEAS.WILDLIFE HABITATS OR JURISDICRDNAL LINES OF MY FEDERAL.STATE.REGIONAL DP,LOCAL AGENCY,BOARD.AND COMkISSON OR OTHER ENTITY MRD MY LIABILITY RESULTING THEREFROM IS NOT THE RESPCNSDUTY OF THE UNDERSIGNED. 13.UNLESS A COMPARISON IS MADE_MEASURED BEARINGS AND DISTANCES ME IDENTICAL WITH PLAT VALUES 14.MIS SITE PLM IS BASED ON INFORMATION AS PROVIDED BY THE CUENL 15.BUILDING AND IMPR_MENT5.IF ANY,AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY UNES BUILDING ALL BDING TIES AN SHOWN TO ME FOUNDATION. 16.THIS IS NOT A BOUNDARY SURVEY. 17.PUBUC SOEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS. THEY ARE SHOVIN FOR 11 .WATCNAL PURPOSES ONLY AND ME NOT TO MI RELIED LEON FOR CT DUVA CON. FOR CORRECT STANDARDS- FRO/OR'LOPES REFER TO THE MOST CURRENT SET OF CONSTRUCTION PLANS. THERE IS A MAXIMUM 2%SLOPE ON ALL SIDEWALKS,ALL SIDEWALK AND FUTWORK SMALL AT A NIN7MUk,MEET CURRENT OUVAL COUNTY AND AOA STANDARDS CROSS$LOPES SMALL BE NO MORE THAN 2S.THE PORTION OF THE SNEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO,PLEASE NOTE THAT UTILITIES(METER BOXES.VALVES ETC.)SMALL NOT BE INSTALLED W1THN THE SIOEWALK 18.A/C PADS MUST MAINTAIN 2'AWAY FROM ANY PROPERTY UNE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES. 19.ORAI,IAGE STRUCTURES DEPICTED MAY VARY IN SIZE REFER TO ENGINEERING PUNS FOR CORRECT DIMENSIONS. nT.T�n.nnn T.nr,_rVTT7T-IYYnrr�'n TTnTrr.T CT l`u DTi91T.T Tn.DTTT.=CTTL7 TTTIIUML' Doc # 2014278967, OR BK 17003 Page 501, Number Pages: 2, Recorded 12/11/2014 at 03:59 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 Prepared by and return to: FILE COPY Brent R.Newton,Esquire Newton&Newton,P.A. 10192 San Jose Blvd. Jacksonville,FL 32257 File No. 14-0663 Permit Number: R'�I�N� Tax Folio Number: State of: Florida County of: Duval NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property,and,in accordance with Chapter 713,Florida Statutes(revised 10-1-96),the following information is provided in this Notice of Commencement: 1. Description of Property: Lot 153,Atlantic Beach Country Club Unit Two,according to the plat thereof as recorded in Plat Book 67,Pages 132 through 137,inclusive,of the public records of Duval County,Florida. 2. General Description of Improvements: construction of single family dwelling 3. Owner Information: a. Name and Address: Riverside Homes of North Florida,Inc. 414 Old Hard Road,Suite 502 Fleming Island,FL 32003 b. Interest in property: Fee Simple C. Names and address of fee simple title holder(if other than owner): 4, a. Contractor Riverside Homes of North Florida,Inc. 414 Old Hard Road,Suite 502 Fleming Island,FL 32003 b. Contractor's phone number: 904-504-8883 Fax number: 5. Surety: a.Name and address: b.Phone number: c.Amount of bond: 6. a. Lender: Regions Bank 1042 Main Street,2nd Floor Dunedin,Florida 34698 b. Lender's phone number: 800-7344667 7. a. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7).,Florida Statutes. b. Phone numbers of designated persons: 8. a. In addition to himself,Owner designates Candace Wolfe of Regions Bank,1042 Main Street,2nd Floor, Dunedin,Florida 34698,to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida i Statutes. +� b. Phone number of person or entity designated by Owner: 727-466-2334 9. Expiration date of Notice of Commencement(the expiration date is 1 year from date of recording unless a different date is specified): OR BK 17003 PAGE 502 ILE COPY WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,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 COMMENCEMENT. J. istopher bi SOF NO H FLORIDA,INC. B.Wood Vice President POST A COPY OF RECORDED NOTICE AT JOB SITE. The foregoing instrument was acknowledged before me D eCe eM O ,2014,by Christopher B.Wood,the Vice President of Riverside Homes of North Florida,Inc.,who is personally known to me. Notary Public DAUMAIMSON My Commission Expires: FAY COMMISSION I FF 127457 • ( EXPIRES:June 25,2015 „ •�^• Bonded lnry NAM wai unamYea J_. of Atlantic Seach K=�?,Lgflding Department �C� APPLICATION NUMBER To i assigned by the Building Department, 800 Seminole Road Atlantic Beach, Florida 32233-5445J97 Phone(904)247,5826 - 11(90,1)9.4 E-mail: building-dept@coab.us City web-site http-Hwvvwcoab.us Date routed: APPLOCATOON REVEW AND) TRACMUNG FORPIR/i Depart e it review r�� age F'Top( rty Addres;s: required Yes ffBuilding :ed Applicant: Plannin�g &Zoning -P T istrator J Proje Public Safety Fire Services Review fee Zr Dept Signature Other Agency Review or Perrnit F?equired Review or Receipt Florida Dept. of Environmental Protection of Permit Verified By Date Florida Dept. 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: 54<)O-roved. n- Denied, f=irst Review (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date:-V%.o A 5-- 1 TREE ADMIN. Second Review: DApproved as revised OlDenied. 1CIc Comments: PUL-3 UTILITIES PBLI(C SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. OlDenied. Conarnents: Reviewed by: Date: wised 07/27140 City of Atlantic F,,1e,-jc1j APPLICATION NUMBER Building DepartmeW 800 Scminol - ad (To be q',--',igned by the Building Deparimem-,,,) p Roe Atlantic Beach, Florida 32233-5445 - fax(90/1) 2 07 9 rvn Phone(904)247,5826 E-mail: building-dept@j)coab,us Date routed: City web-site httI)J/x4,ww coab.Lis A PPUCAMONif RFEVEWN A fj\ADD, TRACK 9MG F0Rkr/il Property Address- Depae-6 ent review required No BUilding Planning &Zoning -J T listrator----- C Militip- ublic Safety Fire Services Review fee $ Dept Signature Other Agency Review or Per !it Required Review or Receipt Florida Dept- of Environmental Protection of Permit Verified By Date Florida Dept. of Transportation Si. Johns River Water Management District Army Corps of Engineers Division ofl-lotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICA TIONSTATUS BUILDING 'n t p e v 0 -]Denied. .4 De-pariment Fir.st Review: Eq el3pr ved. F- (Circle one.) 4"'ornments: PLANNING &ZONING Reviewed by.- TREE ADMIN. Date: S�--eco nd Review: econd Review: OApproved as revised. OlDenied- ",_n -n e n-b-z: Corm - PUBLIC WORKS C-', e PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [:]Approved as revised. []Denied. I Comments: 11 Reviewed by: Date: CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904) 270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: 3-ZS- 16- Project Address: /('0 C1,2 r E)/' No. of Units: Commercial Residential Multi-Family „ New Water Tap(s) & Meter(s) Meter Size(s) 3l 4 New Irrigation Meter V Upgrade Existing Meter from to (size) New Reclaimed Water Meter Size �y New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# IS- c5):9- 6 Q2 Water System Development Charge $ ya r Sewer System Development Charge $ Z6-," 00 Water Meter Only $Reclaimed Meter Only $ Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ Other $ TOTAL $S /0' 00 APPROVED: Kavle Moore, PE (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED 11 City of Atlantic Beach Building Department APPLICATION NUMBER f 800 Seminole Road (To be assigned by the Building Department.) Atlantic Beach, Florida 32233-5445 92_ 11L Phone(904)247-5826 - Fax(904)247-5845, Email: building-dept@coab.us t routed: t City web-site: littP://www.coab.LIS Date APPLICATION APPLICATION REVIEW AND TRACKING FORM Property Address' ent review required Yes No Applicant: ning &Zonin inis rator Project: Public Work i i ies U Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date Florida Dept. of Environmental Protection of Permit Verified By Florida Dept. of Transportation St.Johns River Water Management District Army Corps Or Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Eg/Approved. OlDenied. ir 0 (Circle one.) Comments: C BUILDING PLANNING &ZONING Reviewed by: : TREE ADMIN. Date: Is Second Review: [O]Approved as revised.. [0J]Dfied__ PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ElApproved as revised. E]Denied. Comments: Reviewed by: Date: avised 07/27110 ___J (3ifY of Atlantic Beach JF Building Department APPLICATION NUMBER 800 Seminole Road [Date be assigned by the Building Department.) Atlantic Beach, Florida 32233-5445 r.7 — ��Q_ / 9.Z Phone(904)247-5826 - Fax(904)247-r,84-1, (Q E-mail building-dept@coab.us City web-site: http://www.coab.us routed: 2 APPLICAT�ON REVIEW AND TRACKING FORM i"rOPS,Vi y Address: /4 z !t C ent review required Yes No ning &Zonin rator — — Public Work hies u Fire Services Review fee $ Dept Signature Other Agency Review or Permit Fdequired Review or Receipt Verified Florida Dept. of Environmental Protection of Permit By Date 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 Revievving Department First Review: Approved. (Circle one.) Comments: BUILDING PLANNING a ZONING TREE ADMIN. ---- Second Review: []Approved PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY ReviewedFIRE SERVICES SERVICES Third Review: ❑Approved as revises Comments: Reviewed by:___ �— Date: ised 07/27/90 - 6l of Atlantic Beach Building Department APPLICATION NUMBER 800 Seminole Road (To be assigned by the Building Department.) Atlantic Beach, Florida 32233-5445 '-r+C`SIVE S' •�/ciQ- 9Z. Phone(904)247-5826 - Fax(904)2.47-5845 -'J E-mail: building-dept@coab.us City web-site: http://www.coab.us MAR 2 6 2015 Date routed: APP LUCAT9®N REV1EWA ING FORM PrWerfy Address: /W ZW!'t C ertt review required YesNoApplicant: � s ning &Zonin A16 Ar<r< rator —__ Public Wo I i ies U Fire Services Review fee $ 5-v Dept Signature 1w( Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: �✓, TREE ADMIN. Date: 3 Z6/)S_ Second Review: []Approved as revised. q%LI WORK Comments: ❑Denied. UTILITIES 3 zr-I PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: ised 07/27/10 ------ FILE COPY FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Atlantic Beach Country Club Lot 153 Builder Name. Riverside Homes Street: 1642 Atlantic Beach Drive Permit Office: City, State, Zip: Atlantic Beach , FL , 32007- Permit Number: Owner: Jurisdiction: Design Location: FL, Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(2557.4 sgft.) Insulation Area a. Frame-Wood, Exterior R=19.0 2161.60 ft2 2. Single family or multiple family Single-family b. Frame -Wood, Adjacent R=13.0 209.17 ft2 3. Number of units, if multiple family 1 c. Frame -Wood, Adjacent R=19.0 186.67 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1819.0 sgft.) Insulation Area 5. Is this a worst case? Yes a. Roof Deck (Unvented) R=22.0 1571.00 ft2 6. Conditioned floor area above grade(ft2) 2359 b. Knee Wall (Unvented) R=19.0 248.00 ft2 c. N/A R= ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(380.8 sqft.) Description Area a. Sup:Attic, Ret: 2nd Floor,AH: 2nd Floor 6 184 a. U-Factor: Dbl, U=0 35 380.83 ft2 SHGC: SHGC=0.22 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency a. Central Unit 36.0 SEER:15.00 SHGC: C. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 36.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 6.048 ft. Area Weighted Average SHGC: 0,220 14. Hot water systems a. Natural Gas Tankless Cap: 1 gallons 8. Floor Types (2359.0 sgft.) Insulation Area EF: 0.590 a. Slab-On-Grade Edge Insulation R=0.0 1571.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 788.00 ft2 None c. N/A R= ft, 15. Credits None Total Proposed Modified Loads: 28.02 PASS Glass/Floor Area: 0.161 Total Standard Reference Loads: 49.29 1 hereby certify that the plans and specifications covered by Review of the plans and 0.. Sr'41� this calculation are in compliance with the Florida Energy specifications covered by this �`Y , ; x ©*6 M: Z``^ Code. calculation indicates compliance Cristina McAnally with the Florida Energy Code. W PREPARED BY: � �I� Before construction is completed d DATE: this building will be inspected for � ! _�__ � Hca m compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida E Code. �CO�� > OWNER BUILDING OFFICIAL: DATE: - DATE: - - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 3/17/2015 1:39 PM EnergyGaugeV, USA- FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Atlantic Beach Country Club L Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2359 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: Yes PlatBook: Builder Name: Riverside Homes Rotate Angle: 135 Street: 1642 Atlantic Beach Dri Permit Office: Cross Ventilation: County: Duval Jurisdiction: Whole House Fan: City, State,Zip: Atlantic Beach Family Type: Single-family FL , 32007- New/Existing: New(From Plans) Comment: Key West Modified 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 Block1 2359 22802 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 1571 15710 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 788 7092 No 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 228 ft 0 1571 ft' __ 0 0 1 2 Floor Over Other Space 2nd Floor ___ _-_ 788 ft' 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1702 ft' 0 ft' Medium 0.96 No 0.9 No 22 22.6 ATTIC IV # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 1571 ft' N N 3/17/2015 1:39 PM EnergyGauge® 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 (Unvented) 2nd Floor 22 1571 ft2 0.11 Wood 2 Knee Wall (Unvented) 2nd Floor 19 248 ft2 0.11 Wood WALLS Cavity Width Height Sheathing Framing Solar Below Adjacent Space 0 _ 1 N=>SE Exterior Frame-Wood 1st Floor 19 38 5 10 384.2 ft' 0.23 0.75 0 _ 2 E=>SW Garage Frame-Wood 1st Floor 13 8 10 10 88.3 ft2 0.23 0.75 0 _ 3 E=>SW Garage Frame-Wood 1 st Floor 19 5 4 10 53.3 ft2 0.23 0.75 0 _ 4 E=>SW Garage Frame-Wood 1st Floor 13 4 6 10 45.0 ft2 0.23 0.75 0 _ 5 S=>NW Garage Frame-Wood 1 st Floor 13 7 7 10 75.8 ft2 0.23 0.75 0 _ 6 E=>SW Garage Frame-Wood 1st Floor 19 13 4 10 133.3 ft' 0.23 0.75 0 _ 7 E=>SW Exterior Frame-Wood 1st Floor 19 15 0 10 150.0 ft2 0.23 0.75 0 _ 8 S=>NW Exterior Frame-Wood 1st Floor 19 30 11 10 309.2 ft' 0.23 0.75 0 _ 9 W=>NE Exterior Frame-Wood 1st Floor 19 29 4 10 293.3 ft' 0.23 0.75 0 _10 W=>NE Exterior Frame-Wood 1st Floor 19 17 8 10 176.7 ft' 0.23 0.75 0 _11 N=>SE Exterior Frame-Wood 2nd Floor 19 11 6 9 103.5 ft' 0.23 0.75 0 _12 E=>SW Exterior Frame-Wood 2nd Floor 19 21 11 9 197.3 ft2 0.23 0.75 0 _13 S=>NW Exterior Frame-Wood 2nd Floor 19 30 11 9 278.3 ft' 0.23 0.75 0 14 W=>NE Exterior Frame-Wood 2nd Floor 19 29 11 9 269.3 ft2 0.23 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Ft Width In Ft Height Area In 1 S=>NW Insulated 1st Floor None .46 3 8 24 ft2 2 S=>NW Wood 1st Floor None .46 2 8 8 21.3 W WINDOWS Orientation shown is the entered orientation =>) changed to Worst Case. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N=>SE 1 Vinyl Low-E Double Yes 0.35 0.22 16.5 ft2 1 ft 0 in 10 ft 0 in Drapes/blinds None 2 N=>SE 1 Vinyl Low-E Double Yes 0.35 0.22 8.0 ft2 1 ft 0 in 10 ft 0 in Drapes/blinds None 3 E=>SW 7 Vinyl Low-E Double Yes 0.35 0.22 1.0 ft2 1 ft 0 in 10 ft 0 in Drapes/blinds None 4 S=>NW 8 Vinyl Low-E Double Yes 0.35 0.22 16.0 ft2 12 ft 1 in 10 ft 0 in Drapes/blinds None 5 S=>NW 8 Vinyl Low-E Double Yes 0.35 0.22 85.3 ft2 12 ft 1 in 10 ft 0 in Drapes/blinds None 6 W=>NE 9 Vinyl Low-E Double Yes 0.35 0.22 36.0 ft2 1 ft 0 in 10 ft 0 in Drapes/blinds None 7 W=>NE 10 Vinyl Low-E Double Yes 0.35 0.22 33.0 ft' 1 ft 0 in 10 ft 0 in Drapes/blinds None 8 E=>SW 12 Vinyl Low-E Double Yes 0.35 0.22 4.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 E=>SW 12 Vinyl Low-E Double Yes 0.35 0.22 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 10 S=>NW 13 Vinyl low-E Double Yes 0.35 0.22 30.0 ft2 12 ft 0 in 1 ft 0 in Drapesblinds None 11 W=>NE 14 Vinyl Low-E Double Yes 0.35 0.22 45.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 12 W=>NE 9 Vinyl Low-E Double Yes 0.35 0.22 29.3 ft2 1 ft 0 in 10 ft 0 in None None 13 S=>NW 13 Vinyl Low-E Double Yes 0.35 0.22 42.7 ft2 12 ft 0 in 1 ft 0 in None None 14 W=>NE 14 Vinyl Low-E Double Yes 0.35 0.22 4.0 ft2 1 ft 0 in 1 ft 0 in None None 3/17/2015 1:39 PM EnergyGauge® USA- FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 606.48 ft2 606.48 ft2 65 ft loft 0 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0003 1856.3 101.91 191.65 .2844 4.8846 HEATINGSYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.5 36 kBtu/hr 1 sys#1 COOLING SYSTEM / # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 36 kBtu/hr 1080 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Garage 0.59 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF ft2 None None DUCTS / --- Supply– – Return — Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 184 ft2 2nd Floor 75 ft2 Default Leakage 2nd Floor (Default) (Default) 1 1 3/17/2015 1:39 PM EnergyGauge®USA- FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES Programable Thermostat:N Ceiling Fans: Cooling Jan Feb [[ ]Mar [ ]Apr May X] Jun ri Jul X Aug ri Sep Oct ]Nov IXI Dec Heating �Xj Jan �Xj Feb [X]Mar [ ] r May ] Jun Jul Aug Sep Oct lX]Nov Dec VentingJan Feb [[X]Mar [X]A r May J Jun Jul Aug Sep jXj Oct [X]Nov 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 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) PM 78 78 78 78 78 78 78 78 78 78 78 8 78 78 78 7 78 8 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) PM 68 68 68 68 68 68 68 68 68 68 68 68 M 68 68 68 68 68 68 68 68 68 68 68 68 MECHANICALVENTILATION 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 3/17/2015 1:39 PM EnergyGauge® 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: 1642 Atlantic Beach Drive PERMIT#: Atlantic Beach, FL,32007- 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 and controls 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 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. 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 other means proven to reduce heat loss except if 70%of heat from l Vk site-recovered energy. Off/timer switch required. Gas heaters minimum N thermal efficiency=78% (82%after 4/16/13). 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 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/kneewalls 405.2.1 R-19 space permitting. 3/17/20151:39 PM EnergyGaugeO USA- FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 FILE COP" ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 57 The lower the EnergyPerformance Index, the more efficient the home. 1642 Atlantic Beach Drive, Atlantic Beach, FL, 32007- 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area a.Frame-Wood,Exterior R=19.0 2161.60 f:2 2. Single family or multiple family Single-family b.Frame-Wood,Adjacent R=13.0 209.17 ft2 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=19.0 186.67 ft2 d.N/A R= ft2 4. Number of Bedrooms 3 Insulation Area 10.Ceiling Types 5. Is this a worst case? Yes a.Roof Deck(Unvented) R=22.0 1571.00 ft' 6. Conditioned floor area(ft2) 2359 b.Knee Wall(Unvented) R=19.0 248.00 ft2 c.N/A R= ft2 7. Windows" Description Area 11.Ducts R ft2 a. U-Factor: Dbl,U=0.35 380.83 ft2 a.Sup:Attic,Ret:2nd Floor,AH:2nd Floor 6 184 SHGC: SHGC=0.22 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: c. SHGC: N/A ft2 a.Central Unit 36.0 SEER:15.00 U-FactSHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 36.0 HSPF:8.50 Area Weighted Average Overhang Depth: 6.048 ft. Area Weighted Average SHGC: 0.220 8. Floor Types Insulation Area 14.Hot water systems Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1571.00 f:2 a.Natural Gas EF:0.59 b. Floor Over Other Space R=0.0 788.00 ft2 b. Conservation features c.N/A R= ft2 None 15.Credits None I certify that this home has plied with the Florida Energy Efficiency Code for BuildingOE S7,4T Construction through t Sabo e ever y saving features which will be installed (or exceeded) o in this home before fi ins ction . therwise, a new EPL Display Card will be completed =r,,`, based on installed o e cc p nt fqatures. Builder Signatur Date: 4 * Address of New e:j " 'C„ )) City/FL Zip' �� r4rcoD �v '3a�33 .Note: This is not 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. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Atlantic Beach Country Club Lot 153 Builder Name: Riverside Homes Street: 1642 Atlantic Beach Drive Permit Office: City,State,Zip: Atlantic Beach,FL,32007- Permit Number: Owner: Jurisdiction: 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-iDermeable 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. V/ 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 ser)arating 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. Fireplace Fire lace walls include an air barrier. EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Job: - - wrightsoft` Project Summary Date: 2014 Entire House By: Plan: Key Largo AIC Designs of St. Augustine Inc. 103 Liberty Center Place,St.Augustine,FL 32092 Phone:904-829-8898 Fax:904-829-6587 Project Information For: Riverside Homes Notes: Atlantic Beach Country Club Lot 153 faces north east 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/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 28156 Btuh Structure 27738 Btuh Ducts 1588 Btuh Ducts 2471 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29745 Btuh Use manufacturer's data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 30209 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2462 Btuh Ducts 378 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ftJ 2359 2359 Equipment latent load 2840 Btuh Volume (ftp 22802 22802 33049 Btuh Air changes/hour 0.32 0.16 Equipment total load Equiv. AVF (cfm) 122 61 Req. total capacity at 0.75 SHR 3.4 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI._. Trade dGOODOM3AN- JANITROL; AMANA DIST]... Model SSZ140361 B 616 AHRI ref 5722692 Coil ASPT42D14A AHRI ref 5722692 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 25650 Btuh Heating output 32000 Btuh @ 47°F Latent cooling 8550 Btuh Temperature rise 26 °F Total cooling 34200 Btuh Actual air flow 1140 cfm Actual air flow 1140 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.038 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Mar-17 13:08:44 wrightsoft` Right-Suited Universal 2015 15.0.13 RSU01648 Page 1 ...pecific\Atlantic Beach Country Club Lot 153.rup Calc=MJ8 Front Door faces:NE + wrihtsoft Right-JO Worksheet Job: g 9 Date: zona Entire House Ra AIC Designs of St. Augustine Inc. Plan: Key Largo 103 Liberty Center Place,St.Augustine.FL 32092 Phone:904-829-8898 Fax:904-829-6587 Entire House Upstairs 1 Room name 2040 ft 0 ft 2 Ex osed wall . p 9 7 ft 9.0 ft heaticool 3 Room height 788.0 x 1,0 ft 4 Room dimensions 788.0 ft2 5 Room area 2359.0 ft Ty Construction U-value Or HTM Area (ft9 Load Area (ftp Load number (Btuh/ft2-°F) (Btuh/ft) or perimeter (ft) (Btuh) or perimeter (ft) (Bt h) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V+J 12E-Osw 0.068 ne 2.45 1.52 608 409 1001 623 278 205 502 312 L�--G 61 A 0.590 ne 21.24 38.59 175 0 3717 6753 73 0 1551 2817 D 11 J0 0.600 ne 21.60 18.90 24 24 518 454 0 0 0 0 12E-Osw 0.068 se 2.45 1.52 739 590 1444 899 269 220 539 335 11 1 r 61A 0.590 se 21.24 35.27 149 0 3165 5256 49 0 1041 1728 12E-Osw 0.068 sw 2.45 1.52 490 465 1138 708 104 104 255 158 61 A 0.590 sw 21.24 40.25 25 0 531 1006 0 0 0 0 UIU � 12E-Osw 0.068 nw 2.45 1.52 347 312 764 475 197 163 399 248 �---G 61A 0.590 nw 21.24 38.59 35 0 743 1351 34 0 722 1312 P 12E-Osw 0.068 - 2.45 0.95 375 354 867 337 0 0 O 0 �D 11 DO 0.390 ne 14.04 12.28 21 21 295 258 0 0 P 16CR-19ad 0.049 1.76 2.20 248 248 437 547 248 248 437 547 C 16CR-38ad 0.026 0.94 1.17 1571 1571 1470 1638 0 0 0 0 F 22A-tpl 0.989 35.60 0.00 1571 204 7263 0 0 0 0 0 0 0 6 c)AED excursion 23355 20505 5445 7458 Envelope loss/gain 4802 1334 1864 518 12 a) Infiltration 0 0 0 0 b) Room ventilation Occupants 250 1000 2 500 Occu 13 Internal gains: P � 4 4900 0 Appliances/other 28156 27738 7309 8476 Subtotal(lines 6 to 13) 0 0 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 28156 27738 7309 8476 14 Subtotal 6% 9% 1588 2471 22% 29% 1588 2471 15 Duct loads 29745 30209 8898 10947 Total room load 1140 1140 1 341 413 Air required(cfm) Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Mar-17 13:08:44 4+4- wrightsc>ft Right-SuiteYR'Universal 2015 15.0 13 RSU01648 Page 1 `CGA ...pecific\Pdlantic Beach Country Club Lot 153.rup Calc=MJ8 Front Door faces:NE +�+ htsoft Right-J@ Worksheet Job: wri g J Date: zona Entire House By A/C Designs of St. Augustine Inc. Plan: Key Largo 103 Liberty Center Place,St.Augustine.FL 32092 Phone.904-829-8898 Fax:904-829-6587 1 Room name Downstairs 2 Exposed wall 204.0 ft 3 Room height 10.0 ft heat/cool 4 Room dimensions 1571.0 x 1.0 ft 5 Room area 1571.0 ft' Ty Construction U-value Or HTM Area (ft) Load Area Load number (Btuh/ft'-°F) (Btu /ft') or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1/U 12E-Osw 0.068 ne 2.45 1.52 330 204 499 311 IL--G 61 A 0.590 ne 21.24 38.59 102 0 2166 3936 D 11J0 0.600 ne 21.60 18.90 24 24 518 454 W 12E-Osw 0.068 se 2.45 1.52 470 370 906 564 11 L-G 61A 0.590 se 21.24 35.27 100 0 2124 3527 12E-Osw 0.068 sw 2.45 1.52 386 361 884 550 t--G 61 A 0.590 sw 21.24 40.25 25 0 531 1006 IW 12E-Osw 0.068 nw 2.45 1.52 150 149 365 227 L-1, 61A 0.590 nw 21.24 38.59 1 0 21 39 P 12E-Osw 0.068 - 2.45 0.95 375 354 867 337 L--D 11 DO 0.390 ne 14.04 12.28 21 21 295 258 P 16CR-1gad 0.049 1.76 2.20 0 0 0 0 C 16CR-38ad 0.026 0.94 1.17 1571 1571 1470 1838 F 22A-tpl 0.989 35.60 0.00 1571 204 7263 0 6 c)AED excursion 0 Envelope loss/gain 17910 13046 12 a) Infiltration 2937 816 0 0 b) Room ventilation 13 Internal gains: Occupants @ 250 2 500 Appliances/other 4900 Subtotal(lines 6 to 13) 20847 19262 Less external load 0 0 0 0 Less transfer 0 0 Redistribution 20847 19262 14 Subtotal 0 15 Duct loads -0% 0% 0 20847 19262 Total room load 799 727 Air required(cfm) Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Mar-17 13:08:44 44- wriightsoft Rlght-SuiteP Universal 2015 15.0.13 RSU01648 Page 2 AC-Ck ...pecificWlantic Beach Country Club Lot 153.rup Calc=MJ8 Front Door faces.NE Level 1 35 90ath Ol W i c fm 26 cfm 7" Owners 7 " c O( owe 4 n 112 cfm 3 c 24 cfm Hall Garage 6 " 77 cfm Dining C p Riser 16 " Kitchen 77 cfm 129 cfm 129 cf Pantry Living Stairs Foyer Job#: Scale: 1 : 85 AIC Designs Performed for: page 1 Riverside 103 Liberty Center Place Right-Suite®Universal 2015 Saint Augustine, FL 32092 15.0.13 RSU01648 Phone: 904-829-8898 Fax: 904-829-6587 2015-Wr-1712:49:43 ...ES\Riverside Homes\Key Largo.rup level 2 Bath 3 Vdj ,3 U3U q Bath 2 cfm 6 cfm M Riser M 7 „ Bed 387 cf 121 Aed 2 m 12 118 cfM Loft Stairs 2 127 cfm 118 cfm Job#: Scale: 1 85 Performed for: AIC Designs Page 2 Riverside 103 Liberty Center Place Right-Suite3 RSU0164ersal 2015 Saint Augustine, FL 32092 115-Ma R7 12:49: Phone: 904-829-8898 Fax: 904-829-6587 2015-Mar-17 r 17 s\ ey L ES1Riverside HomeslKey Largo.rup Duct System Summa Job: -�+ wrightsoft y � Date: 2015 Entire House By: Plan: Key Largo A/C Designs 103 Liberty Center Place,Saint Augustine,FL 32092 Phone:904-829-8898 Fax:904-829-6587 Project • • For: Riverside Heating Cooling External static pressure 0.22 in H2O 0.22 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.22 in H2O 0.22 in H2O Supply/ return available pressure 0.110/ 0.110 in H2O 0.110/ 0.110 in H2O Lowest friction rate 0.100 in/100ft 0.100 in/100ft Actual air flow 1140 cfm 1140 cfm Total effective length (TEL) 184 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 2 C 138 5 6 0 100 4.0 Ox 0 VIFx 22.1 1200 st2 Bath 3 c 135 5 6 0.100 4.0 Ox 0 VIFx 9.1 115.0 st2 Bed 2 c 2774 121 121 0.100 7.0 Ox 0 VIFx 15.9 115.0 st2 Bed 3 C 2000 65 87 0.100 7.0 Ox 0 VIFx 9.2 115.0 st2 Desk C 2915 82 127 0.100 8.0 Ox 0 VIFx 27.2 135.0 st4 Dining c 1532 64 67 0.100 6.0 Ox 0 VIFx 13.4 122.0 st1 Hall h 548 24 23 0 100 4.0 Ox 0 VIFx 41.6 142.0 st3 Kitchen c 1762 56 77 0.100 6.0 Ox 0 VIFx 17.3 122.0 st1 Kitchen-A C 1762 56 77 0.100 6.0 Ox 0 VIFx 17.9 122.0 st1 Laun C 92 3 4 0.100 4.0 Ox 0 VIFx 37.2 142.0 st3 Living h 2962 129 82 0.100 7.0 Ox 0 VIFx 17.6 122.0 st1 Living-A In 2962 129 82 0.100 7.0 Ox 0 VIFx 25.3 122.0 st1 Loft C 2709 54 118 0.100 8.0 Ox 0 VIFx 29.4 135.0 st4 Loft-A c 2709 54 118 0.100 8.0 Ox 0 VIFx 29.1 135.0 st4 O/Bath h 807 35 10 0,100 4.0 Ox 0 V IFx 34.4 142.0 st3 o/we C 58 2 3 0.100 4.0 Ox 0 VIFx 32.9 142.0 st3 o/wic h 609 26 7 0.100 4.0 Oxo VIFx 39.5 142.0 st3 Owners In 2580 112 72 0.100 7.0 Ox 0 VIFx 37.9 142.0 st3 owners-A h 2580 112 72 0.100 7.0 Ox 0 VIFx 38.2 142.0 st3 Pwdr C 71 2 3 0.100 4.0 Ox 0 VIFx 34.4 142.0 st3 wic 2 c 75 3 3 0.100 4.0 Ox 0 VIFx 13.4 115.0 st2 wic 3 c 86 3 4 0.100 4.0 Ox 0 VIFx 9.2 115.0 st2 2015-Mar-17 12:49:35 + wrightsoft Right-suiteJ Universal 2015 15.0.13 RSU01648 Page 1 CA ...ightsoft files ES\Riverside Homes\Key Largo.rup Calc=MJ8 Front Door faces: Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 749 580 0.100 536 16.0 0 x 0 VInIFIX st4 Peak AVF 190 364 0.100 464 12.0 0 x 0 VinlFlx st2 st2 Peak AVF 391 592 0.100 424 16.0 0 x 0 VinlFlx st3 Peak AVF 316 194 0.100 296 14.0 0 x 0 VinlFlx st1 Return Branch Detail Table Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 1140 1172 0 0 0 0 Ox 0 VIFx 2015-Mar-17 12:49:35 WClghtSoft Right-Suites Universal 2015 15.0.13 RSU01648 Page 2 /�+�+� ...ightsoft files ES\Riverside Homes\Key Largo.rup Calc=MJ8 Front Door faces: /{ \\\\j (\ \ $§ (77 7 / }}}\o ; § ! , ! 3U,, ' ` m _- S. 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N z m Z o .° �.. m� p n pcp _ ° m - n_ - o c o T p_ N - 'm - 3 o N a m 3 m 0< 3 m o D c 0 3 N 0 3 Y.m 3 0 o p N = o O m Z I D N o.d ;v O A c m p 7 -) S V to ° N O (/1 v o m W p 0 A m N A l0 , m w z o ^ 3 0 N m D o N o o m 3 v e 3- m m - ° m `D m ° O ON D 3 C m Z 0 Z 00 M A N w°o 0 0 v D D D D D o D D D D D _ D D u+ D D D D D o D D D D D D D D D D D D D SO 0 3 0 o D z O o T o� _ 33 z 3 n D N D - -' C o.a o� Qn A m O an O v D o-�' w 2 -- < c z a3 w o c c m x T =U O a N o C mo n ° o � o 1 °1O o o v_ p 3 m 3 m o °o p 2 o o. omm n o 3 Nr 3mNn .'� _ O m y N `w_ o r o n �'o c' O f 3 a 3 m 3 m j 3 o' ' m w a 5 n c 3 m a i m a i m - m O N 'p O Io'� � O 3 m D tmn o m m o _N -m m n w S Q ^ m 3 i p a m m ° ' `'w o m o 'm 3 m m v m o ° n E a- o Ei a m o 3 3 O o - = o n T Tom ° a� ?a o o o a o o _ v Ri o o Y c c R a o -o -o v p ° c c c c ^ o O m O w n Q o o+ - E °m F °m m m _ o n m N m= �_< o o G o S o n - S - N u N d oZ m m S S o o F Q D G G S O �D -° N N H 2 OT T 0 o oo' a o - - am _ - n n o < o 3 W m - - m ' r � o a n a = G m w 3 n = n (1 = N S o n m N D O O o N ° O moo z Ia v v o.3 o v m Oc � �' m N 3 3 3 3 m � _ T T n n m m 3 D m m n D o ° 1.y n o0 0 0 o N 0 0 -� = i F F F F d z N N ° ] D o Z o D O 3 3 � A O r O II Riverside Homes FILE COPY - Site Information Atlantic Beach Country Club Lot 153, Duval Structural Engineer of Record Derek B. Murray PE No. 71457 4745 Sutton Park Court, Suite 402 EX Jacksonville, FL 32224 ,�� s C� 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 52 truss designs with individual date of design No-T JOB ID ITIRS IDI DATE NO I JOB ID ITIRS IDI DATE NO JOB ID ITIRSID1 DATE 1 ABCC153 F01 3/18/2015 31 ABCC153 J14 3/18/2015 2 ABCC153 F02 3/18/2015 32 ABCC153 T01 3/18/2015 3 ABCC153 F03 3/18/2015 33 ABCC153 T01A 3/18/2015 4 ABCC153 A 3/18/2015 34 ABCC153 T02 3/18/2015 5 ABCC153 F05 3/18/2015 35 ABCC153 T03 3/18/2015 6 1 ABCC153 F07 3/18/20151 36 1 ABCC153 T04 3/18/2015 7 ABCC153 F08 3/18/2015 37 ABCC153 T05 3/18/2015 8 ABCC153 FG02 3/18/2015 38 ABCC153 T06 3/18/2015 9 ABCC153 FG03 3/18/2015 39 ABCC153 T07 3/18/2015 10 ABCC153 FGE01 3/18/2015 40 ABCC153 T08 3/18/2015 11 ABCC153 FGE02 3/18/2015 41 ABCC153 T09 3/18/2015 12 ABCC153 FGE03 3/18/2015 42 1 ABCC153 T10 3/18/2015 13 ABCC153 FS01 3/18/2015 43 ABCC153 T11 3/18/2015 14 ABCC153 FS02 3/18/2015 44 ABCC153 T12 3/18/2015 15 ABCC153 GE01 3/18/2015 45 ABCC153 T13 3/18/2015 16 ABCC153 GE02 3/18/2015 46 ABCC153 T19 3/18/2015 17 ABCC153 HJ01 3/18/20151 47 ABCC153 Vol 3/18/2015 18 ABCC153 HJ02 3/18/2015 48 ABCC153 V02 3/18/2015 19 ABCC153 HJ03 3/18/2015 49 ABCC153 V03 3/18/2015 20 ABCC153 HJ04 3/18/2015 50 ABCC153 VO4 3/18/2015 21 ABCC153 J01 3/18/2015 51 ABCC153 V05 3/18/2015 22 ABCC153 J02 3/18/2015 52 ABCC153 V06 3/18/2015 23 ABCC153 J03 3/18/2015 24 ABCC153 J04 3/18/2015 25 ABCC153 J08 3/18/2015 `,,��111111/////I 26 ABCC153 J09 3/18/2015 �� FF t�E Y p 27 ABCC153 J10 3/18/2015 �%,�,�••••�•I•C��'9.9��ii 28 ABCC153 J11 3/18/2015Np 29 ABCC153 J12 3/18/2015 883 ••O 30 ABCC153 J13 3/18/2015 • 4 Apex Technology T rF dW '•, °F :•� Apex Technology is a fictitious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No. �1 / Q R •�' ,� 7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 A `� The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed above and attached. The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer,per i• 11 ANSI/TPI 1-2002 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 61G15-31.003 of the Florida Board of Professional Engineers 015 Job#ABCC153 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 29'10"00 T01 HIPS 7.00/12 Pitch 1 -Ply 1 2553.92 1411.00 2 2598.15 1438.00 1 29'10"00 T01A SPEC 7.00/12 Pitch 1 -Ply 1 2434.89 1340.00 2 2434.89 1340.00 2 29'10"00 T02 HIPS 7.00/12 Pitch 1 -Ply 1 1100.62 482.00 2 1101.25 482.00 2 29'10"00 T03 HIPS 7.00/12 Pitch 1 -Ply 1 1039.19 287.00 2 1056.01 287.00 2 29'10"00 T04 HIPS 7.00/12 Pitch 1 -Ply 1 1103.29 283.00 2 1068.57 283.00 2 29'10"00 T05 COMN 7.00/12 Pitch 1 -Ply 1 1205.32 279.00 2 1206.55 279.00 1 16'10"08 T06 HIPM 5.00/12 Pitch 1 -Ply 1 1262.55 381.00 2 1451.40 460.00 1 16'10"08 T07 HIPM 5.00/12 Pitch 1 -Ply 1 552.57 156.00 2 547.11 191.00 1 16'10"08 T08 HIPM 5.00/12 Pitch 1 -Ply 1 552.57 148.00 2 547.11 198.00 1 16'10"08 T09 HIPM 5.00/12 Pitch 1 -Ply 1 582.05 71.00 2 637.64 150.00 1 16'10"08 T10 HIPM 5.00/12 Pitch 1 -Ply 1 567.71 60.00 2 631.98 140.00 6 16'10"08 T11 MONO 5.00/12 Pitch 1 -Ply 1 552.57 51.00 2 547.11 130.00 1 16'10"08 T12 COMN 5.00/12 Pitch 1 -Ply 1 552.59 52.00 2 548.54 124.00 7 31'10"00 T13 COMN 5.00/12 Pitch 1 -Ply 1 1125.34 131.00 2 1125.80 131.00 4 27'10"00 T19 HIPS 7.00/12 Pitch 1 -Ply 1 1119.13 469.00 2 1120.32 469.00 1 05'03"00 V01 VAL 7.00/12 Pitch 1 -Ply 1 340.05 69.00 1 09'03"00 V02 VAL 7.00/12 Pitch 1 -Ply 1 604.88 143.00 1 13'03"00 V03 VAL 7.00/12 Pitch 1 -Ply 1 869.71 218.00 1 17'03"00 VO4 VAL 7.00/12 Pitch 1 -Ply 1 1136.11 297.00 1 21'03"00 V05 VAL 7.00/12 Pitch 1 -Ply 1 1400.94 374.00 1 25'03"00 V06 VAL 7.00/12 Pitch 1 -Ply 1 1665.77 452.00 WOODFLOOR QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 9 03'10"04 F01 SY42 0.00/12 Pitch 1 -Ply 1 2864.05 0.00 2 301.41 0.00 2 18'04"00 F02 SY42 0.00/12 Pitch 1 -Ply 1 3731.03 0.00 2 1027.13 0.00 3 18'07"00 F03 SY42 0.00/12 Pitch 1 -Ply 1 4038.45 0.00 2 858.19 0.00 1 18'07"00 F03A SY42 0.00/12 Pitch 1 -Ply 1 3730.97 0.00 2 1042.19 0.00 1 18'05"08 F05 SY42 0.00/12 Pitch 1 -Ply 1 1768.37 0.00 2 1953.24 0.00 Page 2 of 3 _ �c m m< (7 TI co -4 m 6) Za U, - Ci cn N CD 13 TC1) om Ap��m° zXD � °JO pp �o m mm Dm O C) C7 >o Mommy-F'o D m z � m � �a m <_ m m � z � 00 X ��o;pM>Mi DQ -0 O Cn O O S �J C7 G) Z oN m mom°Z z C� O m m -+ z m iz O O � n X x� n z z0 '<oM0> Oma m2 OD O m n -1 r � O 70 0 m cn m O C o �o� 00 m � ;U � m o Z � 0 yO m Nm C -0 0 0 O C G) D D =Z m D r O cn < G) Cl) - �m � � D � �] o -i m rnm -� z O ZZ p .Zm7 D � 0 m = pC m O "m co -� z m C S m m C) Cn =m N � 0 pm cnm z � O� pD mD o � D m m = z Z O D m O G7 m m Cl) D CA 70 Xo m N m - Z 0 0 0 (n TI > (n m= X A m � = On O m � rn DLJ IZ a X D m m m m � O z S r — m <O U, XCA � m G) m0 z O Cn m c) 0 — D z Cn n z G) C X� Op 00 W � -j O Z --4 Wm m> C z m 0 O O -i D 0 0 m � � < z —I z D o E5 -;l 0 D C7 Mo m D n -Di O D { ° X O -i p zz m o -I I DO z cn `n - m z Cl) O C z 0 z = c °O �' D m z '- mD O � ° z mC o < �' Z mo D Z S 0 z 0 p z M D D 0 co co M _ c O Cl) Cl) D Cf' r m m r o m o Cl) - z m r m -� m r D ?Z Z CO °mm>>< Cn -0 CCO T> (n C/) T> z 0 CZE O <o m Q D A O Z W 'J ^ C U J o� U' m mmz .I7 D O D n m cn m =b < r- z � D m m `c na ZD x � � C) O zN co N <ZZ� m W O m G) C O c c m -i ZJ cn 7m] D 51 X 1N,x co :(7 S D S m D � Z m m m A G) m 0 m C7 O 0 r —� m M ;c � < z -i cn = � mm pz x 6 Zo D m G) z O O m Cl) c_ C:0Z y z z m� " CO m Cn _ � m Or Cn O Cn C Z C �fl z O o Cn D z m 0 m p Cn cn � z Ga z m D m m p � 0 co O r z G7 < <z CAM G7 z D DU) mcco m° m Cn z O m oo G) m, -'� (n 0 O C r CA r M z O m < m o �>M2 m D = O p W n -< M ov mMx� C) r m p C)) m D m 0 > � ` � ZM2> n m c z 0 m n C r' n m 00 �G) c) z m o z = zz o (� �'�� nz 0 C Cn < Dm OG) C7r] z m 0 o p m Z Cn G� O Q C) D z om�Z m O Cn z C n O z m M Oz m `�°m m 0 m z Cn m -i 0 ppm 0 TI (n O O cn D D D O ° O G) � D zn 0m (� M � m 'm z o m �O M G/1 D � W D � � Zo � Cn C z G� C/) r m O z Z �7 0 D m Dm z = n2 Z Z n ° G) n m cnm Mm D 0 �' C) -i m W Z • -� Z DD m o � m Dz m D i z i r � C) O m -n G) /� m �D m m zX o M Om ,U O DZz > �O 00 z0 O< Oy zD Dm Z 0 m� 20 _y C =z _ ND O nm 0z HIP GIRDER _ ?� REFER TO PLACEMENT PLAN mw FOR NO OF PLIES mm mX Ol mm m0 D= �z 00 <O JACK mz x� m D 0 T S E z0 0 D JACK >0 K 0 N zA O0 �� m ti U) 05 m z C m _ om JACK OD I z <0 L L c—. 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(p � BRACING DETAIL �,< O Z ZD � ZD _ D = D x � Nmmr20 X N �N D >M C)z OZ o D m Cn X ` G 6) .x N Z N oD A m 0 �x 0 m ol mo C) <o y0 X Dx � D O� c D� p � -+ Z m41 G) X� m � cnz z0 O T N C � 0x D > 0 � U)°D C) m Z m Dz x0 Z X (� r o� O O0 D TnN M0 N r mZ 2 0 m a m z mmD O a --q _ X ;u <O Z N cn Cf)z 0 ^, cin) Cn n A 0 b C V 2 N �O D G co N m� m� N m y m 0 O �oFri mCnZ < z7 �o M p = > � 0 Xm � , p0 r_ 5 C-) CA m Z p D C) nm = 0m Dcm -iz = O m- C-) Z - 0 �uG) O c _ D SOD � D0c /) a: O 0 N z = m n - � 0 � � Z � Z c - m — O cz � C cn = r � � p nC cn � �6 C/) r D m 71rao-� oo � oz —� (� � N � cn r- Cf) � m cn „ nco co � Ozm0 Cn C7 m � � Cn n � r m D D � � � r O _ r C m E � � Cn ABCC153 Ply:1 SEAN:17232/T18/SY42 Key Largo B2 Qty: 9 FROM: DRW: F01 Wgt:37.8lbs / ... 03/18/15 �-- 17'6--{ (TYP) —4X4 III 3gX4 1112X44] in A- F 00 Z7!! 1 10'1"2 =3X8 =3X3 E D 3" 3'7°4 r— 3'10"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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.004 B 999 360 E 2864 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.008 B 999 240 D 301 - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 B - - E Min Brg Width Req= 1.5 Des Ld: 55.00 fr NA. HORZ(TL): 0.004 B D Min Brig Width Reqs- NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing E Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.076 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.144 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.230 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -224 B-C 0 0 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:14.03.01G.0123.00 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Hangers/Ties Chords Tens.Comp. Value Set:136(Effective 6/1/2013) Recommended hanger connections are based on E-D 260 0 Top chord 4x2 SP M-31 manufacturer tested capacities and calculations. Bot chord 4x2 SP M-31 Conditions may exist that require different connections Webs 4x2 SP#3 than indicated.Refer to manufacturer publication for Maximum Web Forces Per Ply(Ibs) additional information. Webs Tens.Comp. Webs Tens. Comp. Lumber value set '136"uses design values approved Bearingat location x=3'7"4 10'1"2 uses the following 1/30/2013 by ALSC y= g E-A 0 -2357 B-D 0 342 support conditions: E-B 88 -115 C-D 0 -65 Special Loads Bearing D (37"4,10'1"2)THA422 F-E 0 -485 Supporting Member:(1)4x2 SP M-31 ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) (2)0.162"x3.5"nails into supporting TC-From 100 plf at 0.12 to 100 plf at 3.85 member, BC-From 10 plf at 0.00 to 10 plf at 3.85 (4)0.162"x3.5"nails in flange and TC-2754 Ib Conc.Load at 0.12 (6)0.148"x3"nails into supported member. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord Additional Notes No Size Shift Bite No Size Shift Bite Truss must be installed as shown with top chord up. [4] 2X4 S 2.50 The overall height of this truss excluding overhang is Purlins 1-8-0. 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 -024 3.49 BC 46 -0.36 3.49 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"xYmin)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 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 ABCC153 Ply:1 SEQN:17246/T42/SY42 Key Largo B2 Qty: 3 FROM: DRW: F03 Wgt:109.2 lbs 03/18/15 2'6„ 1,6„� (NP) A6X10 2 =4X8 D = 3 8 F = =3X4 H 4X4 T �T 3XJ - m1 Q + t,10'1"2 =4X8 =4X5 =4X8 P O N M L K =6X10 �-1'3" 17'4" 18'7" 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(I-Q: 0.117 F 999 360 O 4038 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TQ: 0.284 E 715 270 K 858 /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.019 A - - O Min Brg Width Req= 1.8 Des Ld. 55.00 EXP:NA - HORZ(TL): 0.046- - K Mir.Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings O&K Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.843 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.531 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.852 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 2251 0 E-F 230 -2101 I:NA GCpi:NA Plate Type(s): B-C 2251 0 F-G 230 -2101 Wind Duration:NA WAVE VIEW Ver:14.03.01G.0123.00 C-D 1015-1519 G-H 0 -802 Lumber End Vertical Attachment D-E 1015-1519 H-1 0 -802 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical To chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails Maximum Bot Chord Forces Per Ply(Ibs) Top through wide face or(3)qty.1-1/2"leg 16-Gage 1" Chords Tens.Comp Chords Tens. Comp. Bat chord 4x2 SP M-30 Webs 4x2 SP#3 wide(minimum)Crown staples on each narrow face. P-0 3 0 M-L 1671 -54 Lumber value set"13B"uses design values approved Additional Notes O-N 515-1616 L-K 0 -1 1/30/2013 by ALSC +2x6 continuous strongback.See detail N-M 2026 -580 Special Loads STRBRIBR1014 for bracing and bridging Maximum Web Forces Per PI lbs recommendations. y(Ibs) ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. TC-From 100 plf at 0.12 to 100 plf at 18.46 BC-From 10 plf at 0.00 to 10 plf at 18.58 The overall height of this truss excluding overhang is P-A 0 -28 E-M 431 0 TC-2754 Ib Conc.Load at 0.12 1-8-0. Q-P 0 -13 F-M 0 -251 A-0 0-3543 M-G 503 -206 Plating Notes B-O 0 -304 G-L 101 -1014 All plates are 2X4 except as noted. O-C 0 -1850 H-L 0 -229 C-N 1410 0 L-1 1128 0 Plate Shift Table D-N 0 -260 1-K 0 -811 JT Plate Lateral Chord JT Plate Lateral Chord N-E 0 -831 K-J 0 -47 No Size Shift Bite No Size Shift Bite [2] 6X10 S 1.50 [81 3X3 1.75 L 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 18.21 BC 120 -0.12 18.21 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 ABCC153 Ply:1 SEQN:17234/T49/SY42 Key Largo B2 Qty: 1 FROM: DRW: F05 Wgt:133.0lbs / ... 03/18/15 8' 9' 18'5"8 8' 1' 9'5"8 f'-2'1 (TYP) 1112X4[1] =6X10[3] 1114X5 - =4X5 1114X5 =4X4[10] 1114X5 =6X10[13] H12X4[14] A B C D E F G H I T P w1 >�W4 1 '°''"2 4X10[5] 1112X4 =3X3 =4X8[12] =4X8 O N M L K J =4X10 18'5"8 Loading Criteria(psi) 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 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.397 E 549 360 O 1768 /- !- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.621 E 351 291 J 1953 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.065 J - - O Min Brg Width Req= 1.5 Des Ld. 55.00 EXP:NA HORZ(TL): 0.101 J J Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code'Misc Criteria Creep Factor:1.5 Bearing O Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.421 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.762 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.944 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -41 E-F 0 -5682 I:NA GCpi:NA Plate Type(s): B-C 0-4670 F-G 0 -4751 Wind Duration:NA WAVE VIEW Ver:14.03.016.0123.00 C-D 0-4670 G-H 0 -4751 Lumber Camber D-E 0-5684 H-1 0 0 Value Set:13B(Effective 6/1/2013) Max JT VERT DEFL:LL:0.40"DL:0.22".See detail To chord 4x2 SP M-30 DEFLCAMB1014 for camber recommendations. Maximum Bot Chord Forces Per Ply(Ibs) P Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP M-31 End Vertical Attachment Webs 42 SP#3:W4.W 12 42 SP#2: O-N 2769 0 L-K 5659 0 Lumber value set"1313"uses design values approved Attach notched end vertical(s)to next end vertical N-M 5682 0 K-J 2911 0 1/30/2013 by ALSC using(3)qty.10d box or(0.128"x3"min)gun nails M-L 5684 0 through wide face or(3)qty.1-1/2"leg 16-Gage 1" Special Loads wide(minimum)Crown staples on each narrow face. Maximum Web Forces Per Ply(Ibs) ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Additional Notes Webs Tens.Comp. Webs Tens. Comp. TC-From 50 plf at 0.13 to 50 plf at18.46 +2x6 continuous stron back.See detail BC-From 5 plf at 0.00 to 5 plf at 18.46 g P-0 205 0 E-L 46 -45 TC- 301 Ib Conc.Load at 2.00,4.00,6.00,8.00 STRBRIBR1014 for bracing and bridging A-0 0 -341 L-F 36 0 10.00,12.00,14.00,16.00,18.00 recommendations. O_B 0 -3169 F-K 0 -1048 Truss must be installed as shown with top chord up. B-N 2196 0 G-K 0 -508 Plate Shift Table The overall height of this truss excluding overhang is C-N 0 -500 K-H 2125 0 JT Plate Lateral Chord JT Plate Lateral Chord 1-8-0. N-D 0-1168 H-J 0 -3341 No Size Shift Bite No Size Shift Bite D-M 43 0 1-J 0 -300 Ill 2X4 S 2.50 [3] 6X10 5.25 L 2.75 [5] 4X10 4.75 L 1 25 It 0] 4X4 2.50 R 2.75 [12] 4X8 4.50 R 1.25 [13] 6X10 5.50 R 2.75 [14] 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 0.13 18.33 BC 120 0.13 18.33 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. Awy 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 TiP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC153 Ply:1 SEAN:17403/T50/SY42 Key Largo B2 Qty: 6 FROM: DRW: F08 Wgt:107.8lbs / ... 03/18/15 8' 9' 18'9" L 8' 1.'�' 9,9,E (NP) q - c D E w 1112X4 =3 g X8 1112X4 =3X3 6 1112X4 =3X3 1112G X4 =3X8 1112X4 T Q JAJ 20 1 ,0'1"2 3X8[5] 1112X4 =3X3 =3X8[12] P O N M L K 3X8 =21M 18'9" 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): 0.247 E 885 360 p 1019 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.387 E 565 292 K 1019 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.037 K - - P Min Brg Width Req= 1.5 Des Ld: 55.00 NA HORZ(TL): 0.058 K K Mi.n.Brg Width Req ' NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings P&K Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.392 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.570 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.552 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-13 1 0 E-F 0 -2937 I:NA GCpi:NA Plate Type(s): B-C 0 -2414 F-G 0 -2422 Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 C-D 0-2414 G-H 0 -2422 Lumber Additional Notes D-E 0-2938 H-1 1 0 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Top chord 4x2 SP M-30 STRBRIBR1014 for bracing and bridging Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP M-30 recommendations. Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 Truss must be installed as shown with top chord up. P-0 1427 0 M-L 2904 0 Lumber value set"136"uses design values approved The overall height of this truss excluding overhang is O-N 2936 0 L-K 1430 0 1/30/2013 by ALSC 1-8-0. N-M 2938 0 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 [5] 3X8 3.50 L 1.25 [6] 3X3 1.25 R 1.25 Q-P 0 -10 M-F 344 -225 [12] 3X8 3.50 R 1.25 A-P 0 -106 F-L 0 -562 P-B 0 -1678 G-L 0 -248 Purlins B-0 1152 0 L-H 1158 0 In lieu of structural panels or rigid ceiling use purlins C-O 0 -277 H-K 0 -1681 to laterally brace chords as follows: O-D 0 -737 I-K 0 -105 Chord Spacing(in oc) Startift) End(ft) D-N 129 -67 K-J 0 -10 TC 24 0.13 18.38 E-M 67 -135 BC 120 0.13 18.38 Apply pudins 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 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 ABCC153 Ply:2 SEQN:17238/T21/FLAT Key Largo B2 Qty: 1 FROM. DRW: FG02 Wgt:221.9 lbs Page 2 of 2 / ... 03/18/15 [21] 4X8;3,S,5, 1.25;2,[22]19, 4X8;3,S;5, 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 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray ®" PE No.60839 PE No.58544 PE No 71457 ABCC153 Ply:1 SEQN:17215/T9/SY42 Key Largo B2 Qty: 1 FROM. DRW: FGE01 Wgt:2&0lbs / ... 03/18/15 1,2„8 1,2,8 A B C D TJ E SO 1IF 10'1"2 1112X4 III I H G F �— 3'10"4 j j– 3'10"4 Loading Criteria(psi) 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 B 999 322 1' 104 /- /- /- /- /46.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 1 Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 D - - Bearing I Fcperp=565psi. Des Ld. 55.00 EXP:NA HORZ(TL): 0.002 D NCBCLL: 10.00 Mean Height:NA ft Code l Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 201 ORES Max TC CSI: 0.198 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 A-B 0 0 C-D 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.013 B-C 0 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(lbs) Wind Duration:NA WAVE VIEW Ver:14.03.01G.0123.00 Chords Tens.Comp. Chords Tens. Comp. Lumber I-H 0 0 G-F 0 0 Value Set:13B(Effective 6/1/2013) H-G 0 0 Top chord 4x2 SP#3 Bot chord 4x2 SP#3 Maximum Web Forces Per Ply(lbs) Webs 42 SP#3 Webs Tens.Comp. Webs Tens. Comp. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC J-1 0 -9 D-F 0 -31 A-1 0 -55 F-E 0 -8 Bracing Fasten rated sheathing to one face of this frame. Maximum Gable Forces Per Ply(lbs) Gables Tens.Comp. Gables Tens. Comp. Plating Notes All plates are 1X3 except as noted. B-H 0 -150 C-G 0 113 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 0.25 3.60 BC 40 0.25 3.60 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 7AP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC153 Ply:1 SEAN:17257/T47/SY42 Key Largo 62 Qty: 1 FROM: DRW: FGE02 Wgt:114.81bs Page 2 of 2 / ... 03/18/15 G-Y 0 -133 M-S 0 -131 H-X 0 -133 N-R 0 -146 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 ABCC153 Ply:1 SEQN:17252!T6/SY42 Key Largo B2 Qty: 13 FROM: DRW: FS01 Wgt:15.4lbs / ... 03/18/15 �`—1'S" 1111X3 =3X3 A B 90 10'1"2 X3 1,8„ 1111X3 �—1'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeFlICSI 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): 0.001 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 Fcperp=565psi. •` Des Ld. 55.00 EXP:NA HORZ(TL): - 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: 0.378 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:14.03.01G.0123.00 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 Webs 42 SP#3 A-D 0 -83 B-C 0 -83 Lumber value set"13B"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 -0.13 1.54 BC 20 -0.13 1.54 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 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 ABCC153 Ply:1 SEQN:17203/T8/GABL Key Largo B2 Qty: 1 FROM: DRW: GE01 Wgt:201.6 lbs Page 1 of 2 .. / ... 03/18/15 11 91111, rc � ,n-8 23'11" 1 f_ 3'11" 5'11" 711" � 11'11" i 13'11" i 15'11" � 1T 1"8-11" i_ 19'11" i 1'11" 2 2710" r 3'11„ -� 11 2 r Z, r 2, 2, r-2 _ 1,81 31- 1 --I H=4X4 G I F J 12 7 E AH I K c D AG AJ L C M B C AN N AD AM AFSAK E =_gx5(D1) = AL 4X4(D1)A o0 �20'11" =3X4 =3X4 =3X4 AB AA Z Y X W V J T S R Q P 3'11" 2' "1 1 2'1" 1'11.' 2' 1.4'.5 2' 3'11" 3'11" 141'1" T11" 1'4"5 2, f 14' + 15'11"+ 17'11" 1 1�9'11'. 2, 23'11" 2T10" 1' 1 '6" 1 2 'WM1 ximum Reactions lbs Loading Criteria(psf) Wind Criteria �rt�w Crit�r�a(Pg.Pf in PSF) Defl/CSI Criteria (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): 0.212 P 999 330 A 1213 /876 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.406 P 814 330 O 1257 /876 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.106 B - - Wind reactions based on MWFRS Des Ld. 32.00 EXP:C = HORZ(TL): 0.202 B A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:25.24 ft Code(Misc Criteria Creep Factor:1.5 O Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.850 Bearings A&O Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.977 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.926 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 1407 -1869 H-1 1094 -1454 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0123.00 B-C 1341 -1776 1-J 1162 -1550 Lumber Purlins C-D 1244 -1652 J-K 1138 -1516 D-E 1232 -1644 K-L 1232 -1664 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins E-F 1138-1506 L-M 1244 -1671 Top chord 2x4 SP#2 to laterally brace chords as follows: F-G1162 -1541 M-N 1341 -1806 Bot chord 2x4 SP M-30 Chord Spacing(in oc) Start(ft) End(ft) G-H 1094 -1445 N-0 1407 -1914 Webs 2x4 SP#3 TC 24 0.15 27.69 BC 71 0.00 27.83 Lumber value set"l 3B"uses design values approved Apply purlins to any chords above or below fillers Maximum Bot Chord Forces Per Ply(Ibs) 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Chords Tens.Comp. Chords Tens. Comp. Special Loads Wind A-AB 1566 -1173 V-U 963 -722 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Wind loads and reactions based on MWFRS. AB-AA 1569-1173 U-T 963 -722 TC-From 16 plf at -0.00 to 16 plf at 0.10 AA-Z 1574 -1177 T-S 963 -722 TC-From 56 plf at 0.10 to 56 plf at 1.85 Additional Notes Z-Y 1574 -1177 S-R 1601 -1177 TC-From 14 plf at 1.85 to 14 plf at 13.92 See DWGS A14030ENC101014&GBLLETIN1014 for Y-X 963 -722 R-0 1601 -1177 TC-From 14 plf at 13.92 to 14 plf at 24.66 X-W 963 _722 Q P 1596 -1173 TC-From 56 plf at 24.66 to 56 plf at 27.74 gable wind bracing requirements. BC-From 10 plf at 0.00 to 10 plf at 3.18 The overall height of this truss excluding overhang is W V 963 -722 P-0 1593 -1173 BC-From 3 plf at 3.18 to 3 plf at 12.17 8-4-4. BC-From 13 plf at 12.17 to 13 pit at 15.75 Maximum Web Forces Per Ply(lbs) BC-From 3 plf at 15.75 to 3 plf at 24.66 Webs Tens.Comp. Webs Tens. Comp. BC-From 10 plf at 24.66 to 10 plf at 27.83 BC- 346 Ib Conic.Load at 3.18,24.66 D-AC 413 -573 H-Al 711 -523 BC- 103 Ib Conic.Load at 5.23,7.23,9.23,11.23 AD-Y 384 -528 AJ-AK 649 -482 13 23,14.60,16.60,18.60,20.60,22.60 Y-AE 661 -498 AL-S 677 -498 AF-AG 633 -482 S-AM 384 -563 Plating Notes AH-H 695 -523 AN-L 413 -614 All plates are 2X4 except as noted. Loading Maximum Gable Forces Per Ply(lbs) Gables Tens.Comp. Gables Tens. Comp. Truss designed to support 8"maximum gable end overhang. B-AB 91 -13 AI-1 173 -99 Truss passed check for 20 psf additional bottom C-AA 227 -158 U-AJ 241 -144 chord live load in areas with 42"-high x 24"-wide AC-E 276 -177 AK-J 90 -97 clearance. Z-AD 228 -147 T-AL 108 -129 AE-X 108 -132 AM-R 242 -147 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 ABCC153 Ply:2 SEQN:17205/T5/GABL Key Largo B2 Qty: 1 FROM. DRW: GE02 Wgt:434.0 lbs Page 1 of 2 / ... 03/18/15 7'11" x'11" 2 ' "4 25'10"l h ,o 3'11" f 5'11"6 � 9'5"l� 2{ 11'11"+ 13'11"+15'11'+ 1711"+ 19'11" 21'11" i 23'11" 2711" 31'10" i r 3'11" 2'0'6 1'6"12 2 2' 2' 2' 2' �2�1 ,'6 2� f 206TI' H=4X4 G I F J 12 a 5X7 5 D ,5X7 EAD AMK v D L _o ,3X4 C E AK M 3X4 B AF N AJ AC AH G At AN 4X5(D1)A O--4X5(Dl) =3X4 =6X8 =3X4 AB AA Z Y X W V U T S R 0 P 3'1 1" 5'12 3'5"6 '"1A 2' 2'1" 1'„" 2' 2' 3'S"6 2' 3'11" 3'11" + 1"+ 9 '1�" 2 13'11" 16' 17'11" 19'11" 21'11" „1 25'11" 27'11" 31'10" 1� 1'11 210 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 L1# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.216 T 999 378 A 2239 /883 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.414 T 913 378 0 2239 /883 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.077 P - - Wind reactions based on MWFRS Des Ld: 32.00 C HORZ(TL): 0.147 P A Min Brg Width Req«v4_45 NCBCLL: 10.00 Mean Height:15.00 it Code/Misc Criteria Creep Factor:1.5 0 Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.407 Bearings A&O Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.990 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.388 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.18 it FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 1097 -2727 H-1 628 -1500 Wind Duration:1.60 WAVE VIEW Ver:14.03.01 G.01 2100 B-C 1092 -2713 I-J 639 -1525 Lumber Purlins C-D 915 -2211 J-K 647 -1541 D-E 909 -2201 K-L 909 -2201 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins E-F 647 -1541 L-M 915 -2211 Top chord 2x4 SP#2 to laterally brace chords as follows: F-G 639 -1525 M-N 1092 -2713 Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP#3 TC 24 -0.53 31.01 G-H 628 -1500 N-0 1097 -2727 BC 105 -0.68 31.16 Lumber value set"136"uses design values approved Apply purlins to any chords above or below fillers Maximum Bot Chord Forces Per Ply(Ibs) 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Chords Tens.Comp. Chords Tens. Comp. Nailnote Loading A-AB 2503 -1006 V-U 2005 -829 Nail Schedule:0.131"x3",min.nails Truss designed to support 8"maximum gable end AB-AA 2501 -1005 U-T 2005 -829 Top Chord:1 Row @12.00"o.c. overhang. AA-Z 2505 -1006 T-S 2005 -829 Bot Chord:1Row @12.00"o.c. Z-Y 2006 -830 S-R 2006 -830 Webs :1 Row @ 4"o.c. Wind Y-X 2005 -829 R-Q 2505 -1006 Use equal spacing between rows and stagger nails Wind loads and reactions based on MWFRS. X-W 2005 -829 Q-P 2501 -1005 n each row to avoid splitting. W-V 2005 -829 P-0 2503 -1006 Special Loads Additional Notes ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) See DWGS A14015ENC101014&GBLLETIN1014 for Maximum Web Forces Per Ply(Ibs) TC-From 15 plf at 0.00 to 15 plf at 0.17 gable wind bracing requirements. Webs Tens.Comp. Webs Tens. Comp. TC-From 55 plf at 0.17 to 55 plf at 1.89 The overall height of this truss excluding overhang is C-AC 200 -569 V-Al 286 -709 TC-From 55 plf at 1.89 to 55 plf at 6.18 6-10-4. TC-From 14 plf at 6.18 to 14 pit at 15.92 AC-Z 200 -565 AJ-AK 287 -712 TC-From 14 plf at 15.92 to 14 pIf at 25.66 Z-E 514 -192 AL-AM 280 -699 TC-From 55 plf at 25.66 to 55 plf at 31.67 E-AD 275 -682 AM-K 275 -682 TC-From 15 plf at 31.67 to 15 plf at 31.83 AD-AE 280 -699 K-R 514 -192 BC-From 10 plf at 0.00 to 10 plf at 6.18 AF-AG 287 -712 R-AN 200 -565 BC-From 3 plf at 6.18 to 3 pit at 25.66 AH-V 286 -709 AN-M 200 -569 BC-From 10 off at 25.66 to 10 plf at 31 83 H-V 1019 -416 BC- 792 Ib Conc.Load at 6.18,25.66 BC- 198 lb Conc.Load at 8 23,10.23,12.23,14.23 15.92,17 60,19.60,21.60,23.60 Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. Plating Notes B-AB 30 -53 Al-U 48 -14 All plates are 2X4 except as noted C-AA 461 -154 I-AJ 52 -15 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 ABCC153 Ply:1 SEAN:17278/T71 HIP_ Key Largo B2 Qty: 4 FROM: DRW: HJ01 Wgt:37.81bs / ... 03/18/15 5'S"159'10"1 9''1,1"9 5'5'15 + 4'4'2 8 C _ 25'2"12 12 4.95 p 2X4 B v r v =3X4(62) 1 20'11" 3X4 D 9.7.,9 7 97'9 91 ,81 9 1"9 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/dell U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.016 B 999 240 A 329 1165 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.022 B 999 180 D 379 /166 /- /- !- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 D - - C 60 /60 /- /- /- /1.5 Des Ld. 32.00 EXP:C HORZ(TL):-0.01,W-€-- - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:23.49 ft Code/Misc Criteria Creep Factor:1.`, A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.670 D Min Brg Width Req= Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.419 C Min Brg Width Req=Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.249 Bearing A Fcperp=565psi. 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) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0123.00 A-B 355 -448 B-C 66 -80 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP M-31 Webs 2x4 SP#3 A-D 406 -310 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Special Loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-D 359 -471 TC-From 2 pIf at 0.00 to 2 pIf at 9.84 BC-From 2 pIf at 0.00 to 2 pIf at 9.84 TC- 52 Ib Conc.Load at 1.52 TC- 157 Ib Conc.Load at 4.35 TC- 260 Ib Conc.Load at 7.18 BC- 28 Ib Conc Load at 1.52 BC- 87 Ib Conc.Load at 4.35 BC- 145 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 -0.17 9.67 BC 75 -0.09 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. Additional Notes The overall height of this truss excluding overhang is 4-7-4. 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 rAPE6X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 ABCC153 Ply:1 SEQN:17190/T4/COMN Key Largo B2 Qty: 2 FROM. DRW: HJ03 Wgt:16.8lbs / ... 03/18/15 -12 1112X4 B 4.95 r` CV - 3X4(B2) T A 20'11" C 4'5" 1112X4 4'5" 1"8 rn 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 Udell U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 201 /103 /- /- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 243 /134 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 C Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.009 C A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:22.37 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Sofft: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.510 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.225 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.115 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. GCpi:0.18 Plate Type(s): A-B 58 -83 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0123.00 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#2 A-C 21 -11 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(lbs) Lumber value set"l 3B"uses design values approved Webs Tens.Comp. 1/30/2013 by ALSC B-C 135 -177 Special Loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at 0.00 to 55 plf at 442 BC-From 10 plf at 0.00 to 10 plf at 2.94 BC-From 5 plf at 2.94 to 5 plf at 4.42 TC- 105 Ib Conic.Load at 2.94 BC- 58 Ib Conc.Load at 2 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 4.42 BC 51 0.07 4.42 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 2-4-7. 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 ABCC153 Ply:1 SEQN:17268/T1/JACK Key Largo 82 Qty: 8 FROM: DRW: J01 Wgt:4.2lbs, / ... 03/18/15 12 7 B 3X4(B2) 21'9"6 A r- 20'11" C 1' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defll SI 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 35 /0 /16 1- /24 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 14 /- /5 /- /- 11.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B B 26 /26 /17 1- /- /1.5 Des Ld: 32.00 C HORZ(TL):-0.000 B Wind reactions based or-I"'OFRS NCBCLL: 10.00 Mean Height:21.78 ft Code I Misc Criteria Creep Factor:1.5 A Min Erg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.023 C Min Brg Width Req= - Load Duration1.25 BCDL:3.0 P sf TPI Std: 2007 Max BC CSI: 0.011 SpB 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 Fcperp=565psi. 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 VIEW Ver:14.03.01G.0123.00 Lumber A-B 13 -22 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. Lumber value set"l 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 11 0.05 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 1-1-14. 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 ABCC153 Ply:1 SEAN:17272/T13/JACK Key Largo B2 Qty: 8 FROM: DRW: J03 Wgt:15.4 lbs / ... 03/18/15 B —W4'1"6 12 7 - v ih 3X4(B2) T A 1 20'11" C Ir 5' �1118 5' 51"8 Loading Criteria(psq 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):NA A 167 /30 /88 /- /132 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 72 /- /31 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.008 B B 130 /121 /84 /- /- /1.5 Des Ld. 32.00 EXP.C HORZ(TL): 0.014,40- - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.95 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: 0.624 C Min Brg Width Req- - Load Duration1.25 BCDL:3.0 P sf TPI Std: 2007 Max BC CSI: 0.366 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 Fcperp=565psi. 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 VIEW Ver:14.03.01G.0123.00 Lumber A B 65 100 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 Lumber value set"136"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 5.00 BC 59 0.05 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 3-5-14. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, AMEBA should be used in conjunction with the architectural plans during installation. ANEWW 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 F;P E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 ABCC153 Ply:1 SEAN:17276/T29/EJAC Key Largo B2 Qty: 5 FROM: DRW: J08 Wgt:21.0 lbs 03/18/15 B 13'3"1 12 5 ti �n M 3X4(B2) T A f 101 2 C 7' 18 7' 7 "8 Loading Criteria(psq 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 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 231 /46 1118 /- /102 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 100 /- /40 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 C B 177 /102 /88 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.025 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: 0.729 C Min Brg Width Req=P B Min Brg Width Req= - - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.412 Load Duration:1.25 Spacing:24.0" MWFRS Parallel Dist:h/2 to In Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A Fcperp=565psi. 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 VIEW Ver:14.03.01G.0123.00 Lumber A-B 68 -96 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. 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 7.00 BC 75 0.08 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 3-5-7. 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 ABCC153 Ply:1 SEQN:17188/T41/COMN Key Largo B2 Qty: 12 FROM. DRW: J10 Wgt:14.0lbs / ... 03/18/15 12 1112X4 B 7 in CV 3X4(62) T A 20'11" 1112X4 C 3'2" 3'2" Loading Criteria(psr) 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):NA A 106 /16 /55 /- /82 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 103 175 /72 /- /- /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 'C -- r HORZ(TL): 0.003 B A Min Brg Width Rec}%-;i:F NCBCLL: 10.00 Mean Height:22.41 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: 0.219 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.137 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.058 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 37 -61 Wind Duration:1.60 WAVE VIEW Ver:14.03.01 G.01 23 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 5 -5 Bot chord 2x4 SP#3 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"1313"uses design values approved Webs Tens Comp. 1/30/2013 by ALSC B-C 99 -83 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 3.17 BC 37 0.05 3.17 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 2-5-1. 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 ABCC153 Ply:1 SEQN:17265/T38/JACK Key Largo B2 Qty: 6 FROM: DRW: J12 Wgt:9.8lbs / ... 03/18/15 12 5 B 11'7"1 ti 3X4(B2) � A 67 M 10'1"2 1A IC 3' 1"8 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 L/defl L/# Loc R U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 101 /18 /51 /- /43 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 43 /- /16 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C B 76 /45 /38 /- /- /1.5 _= Des Ld: 32.00 EXP:C HORZ(TL): 0.002-C-- - 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: 0.326 C Min Brg Width Req= - Load Duration1.25 BCDL:3.0 P sf TPI Std: 2007 Max BC CSI: 0.124 S 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 Fcperp=565psi. 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 VIEW Ver:14.03.01G.0122.23 Lumber A-13 29 -71 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. 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 3.00 BC 34 0.08 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 1-9-7. 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 ABCC153 Ply:1 SEQN:17259/T24/COMN Key Largo B2 Qty: 11 FROM: DRW: J14 Wgt:23.8lbs / ... 03/18/15 1112X4 B 12 5 M 3X4(92) A 10'1"2 C 6'2" 1112X4 6'2" 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 204 /40 /104 /- /90 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 198 /83 /113 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 C Wind reactions based on MWFRS Des Ld: 32.00 EXP:C - --- HORZ(TL): 0.017 C A Min.Brg Width Req= 1.5 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: 0.839 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.490 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.195 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 39 -90 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0123.00 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 22 -18 Bot chord 2x4 SP#3 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"1313"uses design values approved Webs Tens.Comp. 1/30/2013 by ALSC B-C 177 -154 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 6.17 BC 72 0.08 6.17 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 3-1-5. 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 ABCC153 Ply:1 SEQN:17201/T2/SPEC Key Largo B2 Qty: 1 FROM: DRW: T01A Wgt:168.0lbs / ... 03/18/15 7' 12'4"817'7"4 22'10" 29'10" 5'212 5'2"12 7' 6X8 =3X4 1112EX4 6X8 C D 12 7 v ' 3X4 B G'-13X 6XX8(C5) =2X4(6X)81 f) H=2X4(C5) EE° -+20,11" 1112X4!10] =3X[11] =HK510 4X8[17] 1112X14[18] 7'112 nNnT 4'10"8 3'11"12 1'7"4 5'1" 7'1"12 7'112 12'0"4 16' 17'7"4 22'8"4 29'10" 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): 0.203 E 999 351 A 2435 /1340 /- /- 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.390 E 900 351 H 2435 /1340 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.051 C - - Wind reactions based on MWFRS Des Ld: 32.00 C HORZ(TL): 0.099 C A Min Brg Width Reqa-z4.5- NCBCLL: 10.00 Mean Height:23.53 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 2.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.637 Bearings A&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.954 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.688 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 2347 -4192 E-F 2612 -4649 Wind Duration:1.60 WAVE,HS i VIEW Ver:14.03.01G.0123.00 B-C 2312-4140 F-G 2313 -4142 Lumber Purlins C-D 2594 -4624 G-H 2348 -4195 D-E 2611 -4648 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Top chord 2x4 SP M-30 Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP SS Dense TC 24 0.00 29.83 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 BC 61 0.29 29.54 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' ply purlins to any chords above or below fillers A-M 3492-1944 K-J 4667 -2631 Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Apply ply OC unless shown otherwise above. M-L 3509 -1947 J-1 3511 -1948 Lumber value set"136"uses design values approved at L-K 4667 -2631 1-H 3494 -1944 1/30/2013 by ALSC Additional Notes Special Loads The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(Ibs) 4-7-14. Webs Tens.Comp. Webs Tens. Comp. ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at 0.00 to 56 pIf at 7.00 C-M 534 -98 E-J 562 -630 TC-From 28 pIf at 7.00 to 28 plf at 22.83 C-L 1455 -943 J-F 1467 -856 TC-From 56 pIf at 22.83 to 56 plf at 29.83 L-D 565 -639 1-F 549 -105 BC-From 10 pIf at 0.00 to 10 plf at 7.01 D-J 27 -25 BC-From 5 pIf at 7.01 to 5 plf at 22.82 BC-From 10 plf at 22.82 to 10 plf at 29.83 TC- 241 Ib Conc.Load at 7.01,22.82 TC- 181 Ib Conc.Load at 9.06,11.06,13.06,14.92 16.77,18.77,20.77 BC- 480 Ib Conc.Load at 7.01,22.82 BC- 101 Ib Conic.Load at 9.06,11.06,13.06,14.92 16.77,18.77,20.77 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [10] 2X4 S 2.75 [11] 3X4 1.25 R 1.25 [17] 4X8 S 1.25 [18) 2X4 S 2.75 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 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC153 Ply:1 SEQN:17250/T15/HIPS Key Largo B2 Qty: 2 FROM: DRW: T03 Wgt:156.8 lbs .. / ... 03/18/15 12 11' 18'10" 24'2"4 29'10" 5'712 5,4"4 + 7'10„ 5,4..4 57'12 ;4X5 =5X7 C D 12 7 83X4 B (a) E�3X4 4X4(B2)A F=4X4(82) 6E4ill 20'11" 1112X4 =3X8 =3X4 =3X4 112X4 K J I H G 5'6" 5'712 4'ilOA 2'10" 5'6" 5'6" 55 11'1"12 16' 18'10" 244" 29'10" 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): 0.099 H 999 356 A 1039 /287 /469 /- /183 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.187 H 999 356 F 1056 1287 /469 /- /- /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.053 G - - Wind reactions based on MWFRS '+ter Des Ld: 32.00 EXP:C -- HORZ(TL): 0.104.$; - A Mir+.Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:24.70 ft Code/Misc Criteria Creep Factor:1.6 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.714 Bearings A&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.869 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.231 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 693 -1658 D-E 655 -1432 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 B-C 652 -1391 E-F 693 -1686 Lumber C-D 626 -1151 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-K 1353 -512 I-H 1181 -353 Lumber value set"1313"uses design values approved K-J 1353 -513 H-G 1377 -513 1/30/2013 by ALSC J-1 1181 -353 G-F 1377 -512 Bracing Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. K-B 130 -5 D-H 333 -67 Purlins B-J 196 -277 H-E 195 -264 In lieu of structural panels or rigid ceiling use purlins C-J 312 -70 E-G 127 -16 to laterally brace chords as follows: J-D 141 -220 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 29.83 BC 120 0.05 29.78 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. Additional Notes The overall height of this truss excluding overhang is 6-11-14. 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 ABCC153 Ply:1 SEAN: 17256/T19/COMN Key Largo B2 Qty: 2 FROM: DRW: TO5 Wgt:137.21bs / ... 03/18/15 14'11 21'2"13 29'10" 6'3"14 6'3"13 873 G 11104 7 12 12 05X5 B Dk5X5 c1 m 1114X5(B2)A E 1114X5(B2) 1a LJr9 -3X4 =H0310 =3X4 H G F 9'11"5 6'0"11 3'10"11 9'11"5 9'11"5 16 19'10"11 29'10" 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): 0.108 F 999 356 A 1205 /278 /466 /- /251 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.186 F 999 356 E 1207 /278 /466 /- /- /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.041 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C -- HORZ(TL): 0.071 F A Min Erg Width Req= 1.5 -- NCBCLL: 10.00 Mean Height:25.84 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: 0.933 Bearings A&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.597 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.631 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-6 618 -1904 C-D 739 -1769 Wind Duration:1.60 WAVE,HS VIEW Ver:14.03.01G.0122.23 B-C 739 -1767 D-E 618 -1906 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 Bot chord 2x4 SP M-30 A-H 1538 -406 G-F 1061 -170 Webs 2x4 SP#3 H-G 1061 -170 F-E 1539 -406 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Purlins B-H 340 -404 C-F 806 -310 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: H-C 804 -310 F-D 340 404 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 29.83 BC 120 0.05 29.78 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. Additional Notes The overall height of this truss excluding overhang is 9-3-5. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC153 Ply:1 SEAN:17290/T26/HIPM Key Largo B2 Qty: 1 FROM: DRW. T07 Wgt:72.8lbs ! ... 03/18/15 91 16'10"8 9. 7'10"8 4X8 1112X4 B C 12 5 v 21M(B2) A V 01 LLJ 101 2 67 11124 E=3X4 1113X4[15] 9'1"12 110" 6'10"8 u 9'1"12 10' 16'10"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 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.009 F 999 240 A 553 /156 /275 /- /132 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.027 F 999 201 D 547 /191 /239 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 F - - Wind reactions based on MWFRS Des Ld: 32.00 ' C HORZ(TL): 0.037 F A Min B;Width Rect_+Fc—'-5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req=P g - Soffit: 2.00 TCDL:4.2 lost Bldg Code: FBC 2010 RES Max TC CSI: 0.701 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.979 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.339 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0 . C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.CompChords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 246 -754 B-C 11 -22 Wind Duration:1.60 WAVE I VIEW Ver:14.03.01G.0122.23 Maximum Bot Chord Forces Per Ply(lbs) Lumber Additional Notes 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 M-30 4-3-7. A-F 600 -290 E-D 604 -288 Bot chord 2x4 SP#2 F-E 604 -288 Webs 2x4 SP#3 Lumber value set"138"uses design values approved Maximum Web Forces Per Ply(Ibs) 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Bracing B-F 297 0 C-D 151 -226 (a)Continuous lateral restraint equally spaced on B-D 311 -654 member. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [15] 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 16.88 BC 91 008 16.88 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 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 ABCC153 Ply:1 SEQN:17294/T11/HIPM Key Largo 62 Qty: 1 FROM: DRW: T09 Wgt:86.8lbs / ... 03/18/15 L 6'6" 13' 16'10"8 i 6'6" T 6'6" 3'10"8 '1 1112X4 C=4X5 D 12 5 F_--- 1112 4 _---1112X4 B r rn =3X4(62) A L LU L41 10'1"2 =3G =3F4 113X4[141 67'12 3'4"4 6'10"8 E 67'12 10' 16'10"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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.052 B 999 240 A 582 /71 /285 /- /139 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.093 B 999 201 E 638 /149 /270 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 B - - Wind reactions based on MWFRS Des Ld. 32.00 EXP:C HORZ(TL): 0.0 > - A Min Brg Width Req= 1.5 NCBCU- 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.�; E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.408 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.321 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.483 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 253 -1076 C-D 0 0 Wind Duration:1.60 WAVE VIEW Ver.14.03.01 G.01 22 23 B-C 355 -1055 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 M-31 Right end vertical not exposed to wind pressure. A-G 931 -396 F-E 317 -181 Webs 2x4 SP#3 G-F 317 -181 Lumber value set"13B"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 B-G 248 -353 C-E 320 -562 No Size Shift Bite No Size Shift Bite G-C 789 -276 D-E 51 -70 [14] 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 16.88 BC 120 0.08 16.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance Additional Notes The overall height of this truss excluding overhang is 5-11-7. 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 ABCC153 Ply:1 SEQN:17314/T16/MONO Key Largo B2 Qty: 6 FROM: DRW: T11 Wgt:84.0Ibs / ... 03/18/15 7'5"10 9'2"2 12'2"1 16'10"8 7,5.,10 1'8'•7 _ 3' 4'8..7 1112X4 E '3X4 D 12 _ 5 F--- o_3X4 C %2X4 B o 3X4(82) A 10'1"2 -5XC5 1113X41141 10' 6'1 O'8 10' 16'10"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CS1 Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Defledion in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.020 B 999 240 A 553 /50 /283 /- /181 /5-5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.038 B 999 201 F 547 /130 /311 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C - +.=�— HORZ(TL): 0.016 F A. Mir.Brg Width Req= 1.5 P g — NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 F Min Brg Width Req= - TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.515 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.869 MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.524 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" 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 181 -870 C-D 137 -587 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 B-C 127 -624 D-E 42 -59 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 Bot chord 2x4 SP#2 A-G 734 -363 G-F 373 -180 Webs 2x4 SP#3 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 B-G 230 -346 D-F 269 -557 JT Plate Lateral Chord JT Plate Lateral Chord G-D 413 -137 E-F 101 -110 No Size Shift Bite No Size Shift Bite [14] 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 16.88 BC 120 0.08 16.88 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. Additional Notes The overall height of this truss excluding overhang is 7-6-13. 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 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 ABCC153 Ply:1 SEQN:17282/T25/COMN Key Largo B2 Qty: 7 FROM: DRW: T13 Wgt:148.4 lbs / ... 03/18/15 107" 2� 56"8 1,5„q 2'10"10 6'3"8 i 9'22 i i 15'11" 21'2"11 122'7"14 31'10" r 6'38 2'10"10 r 5'3"11 + 5'3"11 1-5-416'3"8 E=4X4 5 p 012X4 D F ll12X4\ - 83X4 C G 3X4 2X4 B 2X4 =4X5(62)A 1=4X5(82) T 101 2 3X8[10] =H0310 =3X8[17] L K J 10'75 541111 107'5 10'7"5 16' 21'2"11 31'10" 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 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.191 F 999 379 A 1125 /130 /461 /- 1152 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.350 F 999 379 1 1126 /130 /461 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.066 J - - Wind reactions based on MWFRS Des Ld: 32.00 HORZ(TL): 0.120 J A Min Brg Width Req:"-,.i:5NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 1.5 P g Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.812 Bearings A&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.437 Spacing:24.0" MWFRS Parallel Dist:In to 2h Rep Factors Used:Yes Max Web CSI: 0.370 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.18 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 798-2287 E-F 772 -2027 Wind Duration:1.60 WAVE,HS VIEW Ver:14.03.01 G.0123.00 B-C 692 -2014 F-G 697 -1953 Lumber Additional Notes C-D 697 -1952 G-H 692 -2016 D-E 772-2025 H-1 798 -2288 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 7-2-1. Maximum Bot Chord Forces Per Ply(Ibs) Bol chord 2x4 SP M-31 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"138"uses design values approved A-L 2034 -659 K-J 1351 338 1/30/2013 by ALSC L-K 1351 -338 J-1 2035 -659 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 [10] 3X8 S 1.25 [17] 3X8 S 1.25 B-L 205 -289 E-J 792 -258 D-L 182 -283 J-F 182 -283 Purlins L-E 790 -258 J-H 205 -289 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 31.83 BC 120 0.08 31.75 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. 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 ABCC153 Ply:1 SEQN:17209/T45/VAL Key Largo B2 Qty: 1 FROM: DRW: Vol Wgt:18.9 lbs / ... 03/18/15 2,7"8 5'3" 27'8 27'8 12 7 F�--7 B-4X4 T - 3X4(D1) =3X4(D1) A C 1112 28'0"15 5'3„ _I 27'8 27'8 2,7"8 5'3" ♦Maximum Reactions(lbs),or'=PLF Loading Criteria(psf) Wind Criteria $nOW Criteria(Pg,Piin PSF) DeflICSI Criteria ( ) 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): 0.002 D 999 240 A` 65 /69 /123 /- /36 /63.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.004 D 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D - - A Min Brg Width Req= - -� Des Ld: 32.00 EXP:C - HORZ(TL): 0.004-&r= - Bearing A.Fcperp=565psi. NCBCLL: 10.00 Mean Height:29.02 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.068 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.049 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.015 A-B 87 -34 B-C 87 -34 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(lbs) Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0123.00 Chords Tens.Comp. Chords Tens. Comp. Lumber A-D 68 -52 D-C 68 -52 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 2x6 SP#2 D-B 116 -164 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 0.15 5.10 BC 63 0.00 5.25 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. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 1-6-14 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 ABCC153 Ply:1 SEAN:17211/T57/VAL Key Largo B2 Qty: 1 FROM: DRW. V03 Wgt:50.4lbs / ... 03/18/15 2'7"3 6'7"g 10'7"13 13'3" 2,7 3 4'0"5 4'0"5 27'3 C=4X4 12 7 _ v ,3X3 B D'3X3 co =3X4(D1 =3V(D1) 25'8"15 1112X4 H 1112X4 G F 1112X4 13'3" 2'7"g 4' 4' 2 7 8 2'78 6'7'8 107'8 133 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSl Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defi L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 C 999 240 A- 66 /217 /342 1- /104 /158 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 C 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B - - A Min Brg Width Req= - Bearing A Fcperp=565psi. Des Ld: 32.00 EXP:C HORZ(TL):-0.001 B NCBCLL: 10.00 Mean Height:27.85 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.185 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.085 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.066 A-B 38 -42 C-D 104 -84 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 104 -84 D-E 80 -85 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0123.00 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:13B(Effective 6/1/2013) A-H 42 -25 G-F 49 -32 Top chord 2x4 SP#2 H-G 49 -32 F-E 51 -34 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"136"uses design values approved Webs Tens.Comp. Webs Tens. Comp. 1/30/2013 by ALSC B-H 223 -232 F-D 223 -232 Purlins C G 38 171 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 -0.31 12.64 BC 120 -0.46 12.79 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 Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 3-10-14. 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 ABCC153 Ply:1 SEAN:17201/T527/VAL Key Largo B2 Qty: 1 FROM: DRW: V05 Wgt:89.6lbs / ... 03/18/15 2'7"8 6'L8 10'7"8 14'7"g 18'7"8 21'3" 4 4 2"'8 D12 =4X4 7 1112X4 C E 1112X4 - rn ih io 112X4 B F 1112X4 3X4(D1) 3X4(A1) G 23'3"12 s M 1112X4 L 1112X4 1112X4 K J=3X4 11112X4 H 1112X4 21'3" 4' 4 1 4 8 4 2'78 8 2'7"8 6'7"8 10'7"8 12' 18'7"8 21'3" 27'8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI ditAria ♦Maximum Reactions(lbs),or'=PLF 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): 0.001 D 999 251 A` 66 /374 /565 /- /173 /254 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 D 999 251 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 C - - A Min Brg Width Req= - HORZ(TL): 0.004 C Bearing A Fcperp=56-'+%i--: Des Ld: 32.00 NCBCLL: 10.00 Mean Height:26.61 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.194 Maximum Top Chord Forces Per Ply(lbs) Chords Tens.CompChords Tens. Comp. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.086 . Spacing:24.0" MWFRS Parallel Dist:h/2 to In Rep Factors Used:Yes Max Web CSI: 0.116 A-B 86 -109 D-E 161 -83 C&C Dist a:3.00 it FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 70 -75 E-F 79 -83 GCpi:0.18 Plate Type(s): C-D 161 -83 F-G 94 -118 Wind Duration:1.60 WAVE VIEW Ver:14.03.01 G.01 23.00 Maximum Bot Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Chords Tens, Comp. Value Set:13B(Effective 6/1/2013) A-M 106 -73 J-I 121 -88 Top chord 2x4 SP#2 M-L 111 -78 1-H 118 -85 Bot chord 2x4 SP#2 L-K 113 -81 H-G 113 80 Webs 2x4 SP#3 K-J 113 -81 Lumber value set"138"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-M 163 -179 1-E 229 -260 to laterally brace chords as follows: C-L 229 -260 H-F 163 -179 Chord Spacing(in oc) Start(ft) End(ft) D-K 0 -168 TC 24 -0.22 20.74 BC 120 -0.36 20.89 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 See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 6-3-9. 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 SITE PLAN LOT 153 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT I AS RECORDED IN PLAT BOOK 67, PAGES 52-54 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE 30 0 is 30 LOT JbI S89*59'56"E 51.63'(P) IN FEET 25.82'(P PLAT LINE 1 inch = 30 ft. 8,7 10.00' 5.00 to \U1 9.3 ✓ d-AI zOt" 5.00' SIC k (Sly-41,10- 9 4-0 .1 O. sq. 6400 ---PARKING ON TREETS D 5..00' it CT -S 8.5 20.96' lb Tol"E. . A0 u 20.96' 310. . . Lo ,}••�j' , SOD BREAKDOWN TOTAL LOT AREA 5,400 Sq.Ft. LINE TABLE RxW T CURB Ft. GROSS SOD AREA Ft. UNE DIRECTION LENGTH DEDUCTIONS LI(P) S7532'35"W 60-00 FOUNDATION SLAB 2.403 Sq.Ft. DRIVEWAY 748 Sq Ft. DENOTES CHEMICAL TOILET L2(P) N7532'35"E 60-DO LEAD WALK If STEPS 37_ - LINE .1112 N. 60 SIDEWALK 115 Sq. L SID EWA PATIO DENOTES PROPOSED CONCRETE A/C PAD(S)&GARAGE 60 Sq.Ft. SERVICEDOOR SLAB DENOTES PROPOSED PAVERS IMPERVIOUS COVERAGE WA AR ION 0 Sq.Ft. Sq.Ft. % TOT I .Ft. DENOTES WOOD DECKING JIMPERVICUS SO FLI LUI NET SO AREA 2,037 Sq.Ft. DENOTES FUTURE 4- TREE DENOTES DRAINAGE MANHOLE GENERAL NOTES: t.BEARINGS BASED ON THE CENTERLINE OF ATLANTIC BEACH DRIVE AS BEING S11-27-25-E. TED.JUNE 3,2011 THE FLOOD ZONES SHOWN 0-N ELEVATIONS SHOWN HEREON ARE BASED ON NAVO 1988.SHADED AND AS DEPICTED ON THE FLOOD INSURANCE RATE MAP(F.I.R.M.)COMMUNITY NUMBER 120075.PANEL NUMBER 04DSH.DA :LUDING THE DATE OF THIS SITE PLAN 3'THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE*X MAPS F�REFERENCE ONLY.THE F.I.R.M.INFORMATION AND DELINEATION'S�TMHIS SITE PLAN ARE VALID ONLY FOR DATES UP TO AND INI T OF PUBLIC WORK'-1Y OF 3 r Co MI FLOOD PLANE MANAGEMENT REPOSITORY.DEPARTMEN TH S SITE PLAN ARE SCALED DATE THAT"ILL SUPERSEDE SAID INFORMATION.INQUIRIES SHOULD BE MADE TO THE THERE MAY HAVE BEEN SUBSEQUENT REMSONS AFTER THIS M OS WIN WE ATLANTIC MEHE,OTHER THAN THOSE SHO RE LOCATED UNDER THE SCOPE OF THIS SITE PLAN 4,FLOOD SMEAAPTSkEFERENCED HEREON ARE BASED ON NAVA19MC DATONS OR��=SINF(-O - AND IS NOT AUTHORIZED By THE9GNNG SURVEYOR. 5."a UNDERT=OU'A'AND/OR y ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED ADDI'DI S 7�THIS MAP IS INTENDED TO E BE AEII AT A C OF BLINDING LIMITS MUST REMAIN UNCOVERED&NOT ENCLOSED. 8 'D A'S EXTENDING INTO THE N NATURAL,VEGETATIVE,AND UNDISTURBED. EN9. TRIES BUEjUSd)'1AC`EIIT TO WETLANDS ARE TO REMN OR FREE OF CES, COMMISSION 10,DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. FE HA8ITATS`tJ0`R"lANSQICT` EO DOM DESCRIBED.IT 41S ANY WETLANDS, ACIFICATE MTILE.ZONING,EASEMENTS ONAL LINES OF ANY FEDERAL.STATE,REGIONAL OR LOCAL AGENCY,BOARD.AND 11.THIS r,,TE PLAN IS ONLY FOR THE LANDS AS DES E ENMVR IEWTALLY SENSITIVE AREAS,WUDU Su DES R 6EFIP.,OTT THE'SEZE,,N',.g11 OF THE UNDERSIGNED. 12.THIS SITE PLAN WAS�Ny0TANTLE11ND'DETOLD1`NG TA.EFEFIt9M 11 OR OTHER`MT&AND,S�j IS MADE,MEASURED SIAII AND IS lTlCAL WTH PLAT VALUES. 13'UNLESS A PM ASJ By SHOWN TO THE FOUNDATION. 14 THIS SITE PLAN IS BASED ON INFORMATION AS PFI THE CLIENT. CULAR TO THE PARCEL PROPERTY LINES- ALL BUILDING TIES ME S 15 BUILDING AND IMPROVEMENTS,IF MY,AS DEPICTED HEREON ARE PERPEND 'E T LO AND/OR 16.THIS IS NOT A BOUNDARY SURVEY. ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE T D BE 0 UPON FOR CONSTRUCTION.TYOR CORRECT LOCATION CROSS LOPES SHALL 17.PUBUC SIDEWALKS DEPICTED HEREONAREBASED ON ME CONSTRUCTION PLANS. THEY F ALL SIDEWALK AND FLATWORK 1HW`ATTA MIE-IR-EIILM,MEET CURRENT OU11 COU- E INSTALLED WITHIN REFER TO THE MOST NSTRUCTtCN PLANS. THERE IS A MAXIMUM 2%SLOPE ON ALL SIDEWALKS, PLEASE NOTE THAT UTILITIES(METER BOXES.V�VES,ETC)SHALL NOT 8 CURRENT SET OF C WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO. BE NO MORE THAN 2%.THE PORTION OF THE SIDEWALK THE SIDEWALK. NOT ENCR ACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES, NI MUST 2' FROM ANY PROPERTY UNE AND CAN 0 FOR CORRECT DIMENSIONS '..ARC ADES STRUC MAINTAINPIC AWAY IN SIZE REFER TO ENGINEERING PLANS D A;AG TURES DE TED MAY VARY PREPAM Fox:RIVERSIDE HOMES CERTIFIED TO-RIVERSIDE HOMES BARTBUM TRAIL SXJRVEYING, INC. LANDSURVEYORS — PLANNERS — LAND DrIELOPMENT CONSULTANTS fi 224 E6 1 1501 COUNTY ROAD 315 SUITE NO. 106 4 284-2224 L 32043 VAX 2258 : �90 GREEN COVE SPRINGS, F 60�4 28842 CERTIFICATE OF AUTHORIZATION LB 06 1 COPYRIGHT @ 2014 NOTATION: F.I.R.M.FLOOD ZONE X(SHADED)&AE(6) .—M— .., ad.without benefit of abstract or "I HEREBY CERrIFY, that this survey graphically represents The survey hereon d therefore the undersigned and Bari,?' PANEL NO,: 5 of a field survey made under my responsible search of title.On a,ding jnfotl�n 120075 040M 6/3/13 W/ELEVATION: suit 1, the results e It and complies with the atest Standardo Troll Surveying make no Certations reg' directio for SurVeys as promulgated by the Florida,State shown or not shown hereon pertaining to eo—Onts,claims we*so PwCl�cp er of easements,R'ght—o'�—,*ray Popl. FB/PG: Va NE Board Professional Sur,nf,yors and Mappers, disputes, ars v other Pursuant to section 4M927, Florida Boundary Line to hereon. matter.which may 5J-17 F.A.C.; �urodjl ppe.,in the abstract,or search Statues, subject notes and notations shown .1 DATE: 11/21/14 SCALE: [/A N/A This survey is prepared and certified for the excthe client Homed hereon and the survey map lusive use report of FIELD WORK COMPLETED MAP OM REVISION: the_��w.�(��iO"""'w N/A the original raised seal of a Florida licensed surveyor and 1349-14-047 �� RAYMOND PAUL SUTHERLAND, P.S.M. CHECKED Bv: MEB SHEET 1 OF