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1630 ATLANTIC BEACH DR NEW HOME DOCS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD !3 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-735 Job Type: SINGLE FAMILY RESIDENCE Description: NEW HOME Estimated Value: $500,000.00 Issue Date: 5/7/2015 Expiration Date: 11/3/2015 PROPERTY ADDRESS: Address: 1630 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: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $840.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $1,680.00 STATE DCA SURCHARGE $25.20 SEWER SDC-SYSTEM DEV CHG $4,050.00 STATE DBPR SURCHARGE $25.20 IWjllTER 60NWI1F6TYTA-RN&.11C/ fEIRN('1!$070.001, CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 01,19 WATER CROSS CONNECTION $50.00 WATER SDC-SYSTEM DEV CHG $1,140.00 Total Payments: $8,330.40 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION FILE COPY CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 S f e - 73.'�' Job Address: Lo, o Permit Number: Legal Description 0`a--D5'aRE AcT-c ur�+tA 0( LOT 15', Parcel # I-1 - Valuation of Work$ d Proposed heated/cooled _ter 5� non-heated/cooled Sicl Class of Work(circle one): eyV Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial (�Esidentia'1 If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No A' Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: N CLLO C� StruC � Property Owner Information: Name: R:\4`X<tic k -► L0rgQ S Qr Address: I aQ^7 LQ _5� RI V6 Ja�O City Ile State FLZip aa, Phone 9c)-e4 ,'5�a,2,•7L�� E-Mail or Fax# (Optional) b v Contractor Information: Company Name:WtVg_rside. �Al Q_s Of N C'L Qualifying Agent: Robe,r4 S Address: _` 3 M 4 City State Zip Office Phone SO— .R Job Site/Contact Number Fax# State Certification/Registration# C Architect Name& Phone# K VL_ I QLP@- )0SL Iv Qa Engineer's Name & Phone# O_ t l S a 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. l 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 regulatin construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned�or a period of six((6J months at any time after work is commenced. /understand that separate permits must be secured for Electrical Work,Plumbing,signs, Wells,Pools,Furnaces,Boilers,Freaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE PROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSU YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT /hereby certify that/have re d an a amin his appli ation and knob the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether s cifie h rein ot. The anting of a pe t does not presume to give authority to violate or cancel the provisions of any other federal,state,or local law regulating const ch or hep mance o oust cti OF I�Vjr Signature of Owne . Signature of Contractor: PrintName:CV\t t - '. S Print Name:()9o_+-f-hekk) Qhs rIS—PorV_rsi-d9— ikmeS Swo c nd subscri before e Swra subscrib ore mphis Day of 20 ,thisy of 20 Public u 1c �AOO"W, Notary Public State of:Flordida�+ "asNotary Public State of Florida Amber AtteberryAmber Atteberly My Commission EE 854 = '� My Commission EE 850279 'ror Flog Expires 11/08/2016 't OF F.o Expires 11/08/2016 DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FL RIDA BUILD[NG ODE Review Result (circle one): _ � 1' Approved Disapproved Approved w/ Conditions Review Initials/Date: Development Size Habitable Space a 3 5 9q s,F Non-Habitable Impervious area Miscellaneous Information Occupancy Group -3 Type of Construction Number of Stories Zoning District P0 D Max. Occupancy Load Fire Sprinklers Required Flood Zone 0 A Conditions/Comments: prC)oer been PP v r S- r' SS f CITY OF ATLANTIC BEACH „ 0 PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904)270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: 3 —/ Project Address: �/" lTr No. of Units: Commercial Residential ✓ Multi-Family New Water Tap(s) &Meter(s) Meter Size(s) New Irrigation Meter ' Upgrade Existing Meter from to (size) / to New Reclaimed Water Meter ✓ Siz 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# lS- SF-,e— 7 3 5— Water System Development Charge $ eld, d 0 Sewer System Development Charge $ CSD � CC Water Meter Only $ 06 Reclaimed Meter Only $ 06 Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ 50 , oy Other $ TOTAL $S, <OlO.DO APPROVED: Kayle Moore, PE 5G%A, (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach APPLICATION NUMBER r� Building Department (To be assigned by the Building Department.) 800 Seminole Road Q ' Atlantic Beach, Florida 32233-5445 " jG - 73S Phone(904)247-5826 - Fax(904)247-5845 E-mail, building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ! ( 2'0 117/14 .0 .UC J &Deentjrevi­------;�a_d YesNo AApplicant: / VEr� {9 4E J� Project: /V zi lic Utilities Public Safety Fire Services Review fee $ Dept Signature L her Agency Review or Permit Required Review or Receipt Date of Permit Verified By rida Dept. of Environmental Protectionrida Dept. of Transportation .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: BUILDI G PLANNING&ZONING �_� / Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 j;r•1�/r, City of Atlantic Beach Building Department APPLICATLBuildingDepartment].) (To be assigned by ttlaP 800 Seminole Road _SAtlantic Beach, Florida 32233-5445 /Phone(904)247-5826 Fax(904)247-5845 E-mail building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: / l 2,0 C RAdministrator review re uir q i ed Yes No Applicant: / V �/-� � � ni n �C Project: _ /V G � � /� tic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required oReview or Receipt Date Florida Dept. of Environmental Protection f Permit Verified By Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants 3 Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. -]Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING ��`— C !S Reviewed by: ,�,.� ,`— Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 %:sir City of Atlantic Beach `' APPLICATION NUMBER Building Department RECEIVED (To be assigned by the Building Department.) $ s', 800 Seminole Road c Q Atlantic Beach, Florida 32233-5445 MAR 3 U 2015 LE- It �— Phone(904)247-5826 - Fax(904)2 -5845 ;tIo� E-mail building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: J 1 _;'0 'A/4 P'-A.0 ,DL'/� �'' De ent review required Yes No Applicant: / V Er / Id 1 tannin &Zoni �� PJ � /7-) Administrator Project: lic Utilities Public Safety Fire Services Review fee $ 3 0 Dept Signature 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: _ � �"� � Date: 3 3/ 1-— TREE ADMIN. Second Review: []Approved as revised. ❑Denied. CWORK Comments: UB L C UTILITIES P7klIC SAFE Reviewed by: Date: FIRE SERVICES Third Review: @Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach ]� APPLICATION NUMBER Budding Department ''" `�`�� (To be assigned by the Building Department) 800 Seminole Road Atlantic Beach,Florida 32233-5445 MAS Q ' 73.5` / Phone(904)247-5826 Fax(904) 47-5845 — E-mail' building-dept@coab.us �'. Date routed _ 3'a /.6— City web-site. http:Nwww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /103 a•, I�,� • �`JARdmintistrator nt review required Yes No ` C — Applicant: / V G/ G Project: �Lt,� Uti it Public Safety Fire Services Review fee$_ 06 Dept Signature Other Agency Review or Permit RequiredM— -- APPLICATION Florida Dept of Environmental ProtectionFlorida Dept of Transportation _St.Johns River Water Management DistrictArmy Corps of Engineers Division of Hotels and RestaurantsDivision of Alcoholic Beverages and TobacooOther STATUS -- ------------ Reviewing Department First Review: QApproved. Denied. (Circle one.) Comments: BUILDING I PLANNING&ZONING / Reviewed by: L.— Date: TREE ADMIN Second Review: Approved as revised Denied PUBLIC WORKS Comments: f� PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: .�--Date. FIRE SERVICES Third Review: []Approved as revised. red. Comments- Reviewed by: Date: Revised 07127110 1 R.O.W.Permit Attachment of for R.O.W. Permit# issued , 200 Atlantic Beach, FL 32233 Owner's Name: t\w StC12 AAa s Property Address: ��c I kA7\ i� `'seat's 3aa33 Subdivision: !Qg�4;t C ('_{rt �c7r1N 0) C tk",D Lot#/Block R.E.#: I t!2C) REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of 200_, by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as "CITY" and Z t y Ci CfQ ±A`MQ of Atlantic Beach, Florida,hereinafter referred to as"USER". �3 WITNESSETH: �3 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). � ( ^ e This work is generally described as: tIV� _C� ,i3�1('uc±tQLJ — s x h K 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 mai , �return receipt requested, to the following address: 1Q01t.� 'SON �r�s� c� ,t �, .mac<_S0W Lr d C, ; �cc ;4 The depositing of said notice of cancellation in the United States mail shall constitute the notice of g cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. R 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 t 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 2if Y a 'I E yf n �i 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 1 USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change t 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 it successors and assigns. II� 1 USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY (� laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this ; permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED this day of �� , 200_ i By: Property Owner �E (to be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this /54- day of 20t j personally appeared before me, a Notary Public in and for said County and State, j' ' V3Q_-,-4S the property owner of I' /(,',3C) /t 1 f C / Gh I , Atlantic Beach, Florida, known to me to be the person(s) t 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. P Notary Public State of Florida try Publi&:��C�ounty!�na�d AmberAtteberry My commission EE 650279 ar�o Expires 1110a/201a CITY OF ATLANTIC BEACH,FLORIDA, a municipal corporation: i Approved: Ricky L. Carper, Public Works Director For Permits where city sidewalk is impacted, City Manager approval required: t Jim Hanson, City Manager r t t Page 2 of 2 z l 1 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach,FL 32233 Office(904)247-5826 Fax(904)247-5845 1'`� - 73 5- Job Address: 1L.D'Sl7 _2�a3A Permit Number: Legal Description(01-5D 0%-;�5-aGE MCC U,n+,A Of LOT 15-3, Parcel# 1r100 ('--(74q 1 Valuation of Work S G Proposed r heated/ cooled g*,YjC11 no heated/cooled Class of Work(circle one): (_w Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercialesldentiail If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No 1�lLA Florida ProductApproval# For multiple products use product-approval form Describe in detail the type of work to be performed: NQ-tQ\ CCr-iSi uUtik'>N Procerh,Owner Information: - Name:� O .AotgQ S k Address: IQ-;)7 UP ."n► _kAla i 1 V6 It 100 City � (' ���'�.Ll� State ELZipdaA Phone RnA 6x73•'7005 E-Mail or Fax#(Optional)._ C?.ClL4-1 P YAP r r.T�o�t,ye r 5md0-ir-tomo_C neer Contractor Information: Company Name: k ty(Lr Side OIT)e S of N CL Qualifying Agent: Pbbe r4 5 ------- Address: C[t tin C, City State Office Phehe.- SWOU Job Site/Contact Number Fax# State Certification/Registration# C ' Architect Name&Phone# o � ja x At Engineer's Name&Phone#� ,a.t TQG, o jJ, ►Pie d'14 i Sst-Foe+ s_ C4r#r Acs-)()-v ';�aJ4 _ Fee Simpl!Title Holder Name and Address Bonding Company Name and Address Mortgage .ander Name and Address Application is rebl•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 permit and th/all war*will he performed to meet the standards of all laws regulating construcubn in this jurisdiction. This permit becomes null and void if work is not i aummemed w bin sxr 9r1 months.or ii eonstrrclion or work is sus.+ended or abandoned Jnr a period of sus 6)months at any it~after work is commenced I understand Thai setx/rale perm s must he secured for E/eeaical War*.Plumbing.Pins.Wells.Peals,Furnaces,Boilers. enters.Tanks and Air Conditioners.ere. WARNIN TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR P YING TWICE ROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN COMME CEMENT YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF I hereby cert that I tum re an mi his appI ation and knm he same io be true and correct. All provisions of laws and ordinances governing this ry of work will be complied w 11 whether ilio em ot. The inning oja lx t does not presume to give authority to violate or camel the provisions ojany other h sal stale.or Laud Imr regu Ping const n or he mance o anst cup Signature Of Owne: Signature of Contractor: Print Nam}: Print Name:jjjQbFhf!io �vber�S-il,vt?r,tde kltm� Swop j d subscri for a Swo d subscr' ore n this av of 20 this ay of 20 u tc u tc ,yua` Notary Puduc stab a FbNda 3pv 7:i7 M Fbrude r Amber AttebBRy a rip• sty Commission EE 850270 850279 �rExpir s 1IAM=16 A1��a SITE PLAN LOT 155 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 1 7WORVEDPIAT BOOK 67, PAGES 52-54 GF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE p"�� `" _ Zl,y UNE 30 p iD JO s PC N+fn ( ��� iOt�M aA8 1 �•'. tNnvE K.--15f . AIILA lf�J7D IN FEET ) '!A/c vAp(s7 A DrrAtF yD 01 ` 1 ittch 30 It. srwwa Dmw ao _ $i U, 2r�3 / WT 53 20.83' ii to i r s to&E U(wl SIA'R7lT aDW 54 J�ttfµK pK/S O-V,e Eh »am) �. i .-+-t�wl- faev'a'! wao_ ..� ",��TM .�' S - 5.00• � +'*`c IMPERVIOUS COVERAGE. f w� N vfl "'"' aef sK r• a".�cf,>, fn 9."' A r 5.00,_.� �F DENOTES CHEMICAL TOILET : fl1t 5.00' , DENOTES PROPOSED CONCRETE W `-• DENOTES PROPOSED PAVERS BOC- DENOTES BACK OF CURB 5.16 4 10.00, EDP— DENOTES EDGE OF PAVEMENT I" g,IcxfA ,p ol�- DENOTES FUTURE 4'TREE ��- t0'oo N - DENOTES DRAINAGE MANHOLE DENOTES WOOD DECKING IpT �5B GSD - DENOTES GARAGE SERVICE DOOR SLAB uwuM.Daxs KreNOi K.4P a na aARcw.a Ay,exrc KAa•rww:.s Kro a,4 1s�. i frEVADMS v,D..KKca AAf sAVD o«ww+w Ki !. -1.11-. 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Z R ".h aAv t4 IK fort Af X%:,r11CD.�•R M,n d)f,MCA>Y a nRE 2aKx:uarxn:a KMFtOW Q paA/RAKaf fi*As AK� a uD•v Kr�soae a,:F wprwvo«r iA A wrnfea to K`ewcs n+,as .K fxxMr.+x n•i w,.urs. wAafs- ,aw': � K.a D.A_wr n ees� nflDw�.s owwcEP f•,-r- nyi-zo acs nrpr fna a wrza'D sAa- ,v s'x Alo swwcKcx•s s.x• arcnP nc«fa.Kc anr.fawrl ro nK w.xu rwvicen rw.-. .�..lnoro irs.wf va.' sac,.eat rwDxc f.a a Mw.to rina ep a a et araAna. - f�pascKAMYlOf�"wat*eK:an,ral wa'»KPx-Aamss w neo Kot A tnroAKr sur.,. CKs . «.n,soafa an..fo Ar ,.a��.o�n ea*rc.tee+K fo fa,fwl w..a a suwac >�ufxlwrs xrcnD»Kox urz eAAD ar inr mKs fp� - Km ro Me.rKs.'o«far Das'xPe'w , ou Aa mox n A waw X v.feT a n ssswrn w - APA f,�gW6 ATf AaR!5«rI K uOKE- n�X'rK Kf• AM YCfi iM.Fa+Mf Kr uf0.Mk:AR WR Y unt nFS luF"FK BPrER vA.vtS.FiC.I Snr-:'A' �'*ul(D!,w ivF IPEn«.. lrAu.�e+OS yuSi ler,wK T Awr fwPK AKv nPwCw�rK wW CM xoi CM1GD.(M wtD n OKArn:.f nuv:..'W[ 0 ata.a nwlDYS �MM.U. KA1cn/tf O[AORP wv vrfv r DZ( -aw n).xPMfwrG ry-r,c:M CPIsfP:6flnlO,S ..„lax;r rcvssD art esAx-wAR (J/zsnsl txumc/ CERTIFIED TO:RIVERSIDE HOMES PRSPUM FOR:RIVERSIDE HOMES vmg BARTRAM TRAIL SURVEYING, INC. LAND SURVEYORS - PI.ANNBRS -LAND DSV[LOPMENT CONSULTANTS 1501 COUNTY ROAD 515 SUf X N0. 106 904) 284-2224 �'••��« GREB.YCOVI SPRINGS FL 32043 FAX CYRMCATB OP AUTHORIZATION LD #899284-2258 1OEM m COPYRIGHT 0 2014 w NOTA.:•ON, LRwe ccRD 1 t y - �firvn-'ax- qwP o e rt Y`tL a Iw M omN 't yM s oMa Sx Yy^D C tf fKle. G. t_ AxFI KD: tI00]S O4001 6/3/11 l?'o.i ,,.��grr++, BaP Pt P-1a'Sv yw' roDON' b as �9^ y �� N/A 'Twe• � SJ-t f.A C'R. 1 1 )1 at) Son }Uro D opetm rw w� ^""`^ Klol.»r fxDfeol fo 0'1 nnlN ono nµalwnf)M1Pwn -'w. matfen win mnY nopw++is fv« xA ! r .. �' '� �cto wpRK cawacieo AP aKwKA t" 1 Y ..,of. ({y"^� r•'••••••• a.en.of.d<DP KenseP.y"cwr.rna vfprcr T DSYiiifl Q' _ w .. -N/A '9M otw w.»yP'wP tJW-,4-W9 RA'nA0e.0 PAUL SUTHERLAND,P,SM xe OK.CKFA 1.wPf SNEn 1 of.= STALE Of.FLORIDA LICENSE NUMBER I- FILE COPY SITT-T' PLAN LOT 155 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 1 AS RECORDED IN PLAT BOOK 67, PAGES 52-54 OF THE CURRENT PUBLIC RECORDS OF DUVAEL T SOD BREAKDOWN GRAPHIC SCALE TOTAL LOT AREA 5400 R/W TO CURB 1,215 Sq.Ft. v 30 0 15 30 GROSS SOD AREA 6.875 S4 t. `-PLAT LINE DEDUCTONC FOUNDATION SLAB 2.477 Sq.Ft. ) LLAOAY 268 S.Ft. LEAD WALK&STEPS 41 Sq.FL )N FEET SIDEWALK AREA 326 Sq.FL A/C PADS)h GARAGE 90 SG.Ft. 1 O 1 inch = 30 ft. SERVICE DOOR ss ROADWAY 922 Sq.Ft. \� IQIAL4EOIlCWN-5 4. D4 S^. NET SOD AREA 2551 Sq.FL Fm Ln T152 %T1 -p- LO 20.83' IAT 163 20.83' o �: rn UD 8NE TABLE i � � LZ UNE DIRECTION LENGTH O V LI(P) 5142725"E 90.00 77N Qps p L2(P) 575.32.35"_ 60.00 Ad pHA E EpsETT�S ^•.`y °U'1'PS' V o L3(P) S147725"E 90.00 ORN Ty Dpi �� L4(P) S75-32.35N 60.00 .• s7 ' �E•yt l s 5.00' -.-� a'1:• �'' •a; ..31.00.. •.; , .. IMPERVIOUS COVERAGE IM 3.595 S sF FL LOT sa FL - 3.595 5a.FL 5,400 SQ.FL 675 ` � g' 5110 S4•pt. `• Q rJ.OD• (' �• 19.00 iwi cT DENOTES CHEMICAL TOILET `TP, xoll 5.00' 9 DENOTES PROPOSED CONCRETE _ 5D vel DENOTES PROPOSED PAVERS o _ N,BA4 2� rYl BOC — DENOTES BACK OF CURB 5.00' EOP — DENOTES EDGE OF PAVEMENT L� X0.00' _ �T to DENOTES FUTURE 4" TREE ' 10.00' 1 0 0— DENOTES DRAINAGE MANHOLE O DENOTES WOOD DECKING LOT 156 GSD — DENOTES GARAGE SERVICE DOOR SLAB 45 V GFNFRAI NOTES• - 9 1.BEARINGS ARE BASED ON THE CENTERLINE OF ATLANTIC BEACH ORIYE AS BEING 514'27.25"- 2.ELEVATIONS SHOWN HEREON ARE BASED ON NAVO 1986. 3.THE LANDS SHOM HEREON UE WITHIN FLOOD ZONE'X i X(SNADEO)•AS DEPICTED ON THE 19-000 INSURANCE RATE MAP(F1R.M.)COMMUNITY NUMBER 120075.PANEL NUMBER 040M.SATED.XNE 1 2013,THE FLOM ZONES SHOWN ON THIS STE PLAN ARE SCA..LED OFF OF THE F.E.M.A F.I.R.M. 1 MAPS AND ARE FOR REFERENCE CNLY,THE F.I.R.M.INFORMATCN AND DEUNEATTON'S CN THIS STE PLAN ARE VAUD ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION. NOUIRIES SHOULD BE MADE TO THE COMMUNITYS FLOOD PLANE MANAGEMENT REPOSITORY.DEPARTMENT OF PUBLIC WORKS CITY OF AAANTIC BEACH. 4.FLOWMAPS REFERENCED HEREON ARE BASED ON NANO 1986. 5.NO UNDERGROUND FOUNDATIONS OR UTILITIES h NO IMPROVEMENTS•OTHER THAN THOS SHOWN WERE LOCATED UGLIER THE SCOPE OF TRS STE PLAN. 6.ADDITIONS•DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO IRIS MAP AND/OR REPORT IS PROHIBITED,AND IS NOT AUTHORIZED BY THE Si SURVEYOR. 7.THIS MAP IS_TENDED TO BE VIEWED AT A SCALE OF 1'-30'OR SMALLER. S.ENTRIES k PATIOS DEPICTED AS EIEIENDING INTO THE BUILMKG RESTRICTION UNITS MUST REMAIN UNCOVERED h NOT ENCLOSED. A UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL•VEGETATIVE.AND UNOISTURBED. 10-DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11.THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE.ZONING,EASEMENTS OR FREEDOM OF ENCUMBRANCES. 12 THIS STE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS ENVCIONMENTALLY SENSITIVE AREAS.Y.:LDIJFE HABITATS OR TH ISOCTTONAL UMES OF ANY FEDERAL,STATE,REGIONAL OR LOCAL AGENCY,BOARD,AND COMMISSION OR OTHER ENTITY AND ANY UADIUTY RESULTING 1HEREFRON IS NOT THE RESPONSIBIUTY OF THE UNDERSIGNED' 13.UNLESS A COMPARISON IS MADE,MEASURED BEARINGS AND DISTMCES ARE IDENTICAL WITH PLAT VALUES ••SETBACKS• 14.THIS SITE PLAN I$OASED ON INFORMATION AS PROWDED BY THE CLIENT. FRONT-20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND 15.BUILDING NNT IMPROVLNENTS.IF MY.AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY UNELS. ALL BUILDING TES ARE SHOWN NS FEET FROM ET FROM BUILDING FACE OR PCRCN 13 BACK OF RIGH DO WMA, TO THE FO NDATIO. 16.TIS IS NOT A BOUNDARY SURVEY. EXCEPT CORNER/DOUBLE-FRONTAGE LOTS,FOR WHICH THE NOR-ADORESS 17.PUBLIC SOEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE FRONT/SDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMEISONS REFER TO THE MOST CURRENT SET OF CONSTRUCTION FACE TO BACK OF RIGHT OF WAY. PLANS THERE IS A MAXIMUM 2%SLOPE 014 ALL SIDEWALKS ALL SIDLWALX AND FLATWORK SHALL AT A MINIMUM.MEET CURRENT DUVAL COUNTY AND AOA STANDARDS CROSS SLOPES SHALL BE NO MORE THAN 2Z THE PORTION OF THE SIDEWALK WHICH TRANSVERSES 7rnOUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO,PLEASE NOTE THAT UTILITIES(METER BOXES.VALVES ETC.)SHALL NOT BE INSTALLED WITHIN THE SDEWALK. 18.A/C PADS MUST MAINTAIN 2'AWAY FROM MY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DIVE TO DRAINAGE PURPOSES 19.DRAINAGE STRUCTURES DEPICTED MAY VARY W SIZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS. REVISOR A:REVISED STE PLAN-UPDATE HOUSE(3/25/15)(SLL/DBG) DDVDADTTTI LVID.DTYTP,T70TT%LY UnAAT7 GY I'•T2D^TLiI:A TlT.17TTTL11]C!TT'GH V!1}(LSC" FILE COPY AP 3 Q 1' z, -i D Q m _ IS 'l y� pa xa yp2 0cl. o f_ Z.� yp� o �tNVaa Ca�� •p°ty..._.... ........... 0 6 c�Z•�Z^�Q••:Via. Sm `�'g1 mZyr d. �F���o �$ t ,,.....'fit u. z mit�S1, . � •'t�' q � r�I }``t`1�N\`1,` $No' •oz 7 '-N^ O w, •0 7{�7-�,NUr.`a1 Zn f :1;tYoz�`1. oo st {• -�N ;� C_ r O °. mM��� $ l �G -_N VNJ`ta _", .• �tia:s ✓ O og. m�c o mor �St i i /•.....-��vi•',' ,-i.. l N O ct Ln m � ••$c,. t m$ `_a i •1 � .t tit\�. 1• ... ..��,�. f 'c- $, �>�'°`,�o abs �•�� �g��p`t\\ �v",M o .......,... �c�Y,.L2' o,� V` �: '• .ytavo ��:............... - .o o. uy3 IQ ........... ....-•. ::y-�Vli3°G •�° � '�' o� illy gZ S % soc D d � R•I � N U3 S V H OI I i 0 Doc # 2014278969, OR BK 17003 Page 505, Number Pages: 2, Recorded 12/11/2014 at 03:59 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 FILE COPY Prepared by and return to: Q 3s' Brent R.Newton,Esquire 4),�.S FOR— Newton&Newton,P.A. 10192 San Jose Blvd. Jacksonville,FL 32257 File No. 14-0663 Permit Number: 1�9lA 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 155,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. Contractors 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: 800-734-4667 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 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 I year from date of recording unless a different date is specified): OR BK 17003 PAGE 506 FILE 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 COMMENCEMjChristerMB. ES F NORTLLORIDA,INC. Wood Vice President POST A COPY OF RECORDED NOTICE AT JOB SITE. The foregoing instrument was acknowledged before me r)ecQ4v,,be-(' 2014,by Christopher B.Wood,the Vice President of Riverside Homes of North Florida,Inc.,who is personally known to me. Nota Public ��r My Commission Expires: l'I 1a IF WNN My Cok"SSION I FF 127457 EXPgunEXE IR Nobly 2 UnOmnin Mz": • m� j o.y -�o �o o. D GAO 3m VDT -'m rnNA s p_ mpp Oo � A�N XO yOo p SSD M 71 W_yt � Na ti ppm c _ �� m iom0 u�i � m[ 11 0 0 0 m -1 a n' - 7_A -1 A n m 00O mI1 0 'D C m o A O o o P n 3 0 =d L uAi � gn�(gym O 1D _ ti O 3 m 2 `04� NOm o Z m j o n D D D Z Z Z Z Z Z F c N c 0 0 y m Da ADDDO m mZ 2: a a o N D O n D d Q a { a g a n n n ti m 1 n >j ca 'vJ n o `-'.o T S O v3 J°m m m n a m D tp n y r y w o° _A a 0v 3 0 a y° n a Z m 3 N a l n � o as Oo C D o o m o c m a m N m < N2 m r m m o n m 3 ° A r m a DO - 3 �m O TO m N A Z m m n m ? m O mYl 0 T Z a m c o N o p w n m - o m N O J o M D a� � a m m o m n m O n n N N m m N N m W>!V f D N a N A W Ryl N V A W> K y D y r m O O D r r O a n D r u FORM 405-10 FILE COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Atlantic Beach Country Club Lot 155 Builder Name: Riverside Homes Street:1630!}/%00117-r5(la i or. Permit Office: CCI A(3 City, State, Zip: FL, - Permit Number:15'- �2_ 7 3 S Owner: Jurisdiction: .2 6/!G p Design Location: FL, Jacksonville 1. New construction or existing New (From Plans) 9. Wall Types(2559.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=19.0 2184.10 ft' b. Frame -Wood, Adjacent R=19.0 188.33 ft' 3. Number of units, if multiple family 1 c. Frame -Wood, Adjacent R=13.0 187.50 ft' 4. Number of Bedrooms 3 d. N/A R= ft' 10. Ceiling Types (1819.0 sqft.) Insulation Area 5. Is this a worst case? Yes a. Roof Deck(Unvented) R=22.0 1571.00 ft' 6. Conditioned floor area above grade(ft') 2359 b. Knee Wall (Unvented) R=19.0 248.00 ft' c. R= ft' 11. Duuctct Conditioned floor area below grade (ft') 0 s R ft' 7. Windows(349.7 sqft.) Description Area a. Sup:Attic, Ret: 2nd Floor,AH: 2nd Floor 6 184 a. U-Factor: Dbl, U=0.35 349.67 ft' SHGC: SHGC=0.22 b. U-Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 36.0 SEER:15.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 36.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 4.212 ft. Area Weighted Average SHGC: 0.220 14. Hot water systems a. Natural Gas Tankless Cap: 1 gallons 8. Floor Types (2359.0 sqft.) Insulation Area EF: 0.590 a. Slab-On-Grade Edge Insulation R=0.0 1571.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 788.00 ft' None c. N/A R= ft' 15. Credits None Glass/Floor Area: 0.148 Total Proposed Modified Loads: 27.96 PASS Total Standard Reference Loads: 49.35 1 hereby certify that the plans and specifications covered by Review of the plans and Q�Z$E S7-4 this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance Cristina McAnally r with the Florida Energy Code. PREPARED BY: } 1�ti1 { Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 * ° t t St Florida Statutes. 1 I hereby certify that this building,as designed, is in compliance with the Florida E Code. """ CCD WE V- OWNER/ r BUILDING OFFICIAL: DATE: DATE: y-?-13 D/$' Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 3/17/2015 8:46 AM EnergyGauge'R 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: Permit Office: Cross Ventilation: County: Duval Jurisdiction: Whole House Fan: City, State,Zip: Family Type: Single-family FL , - New/Existing: New(From Plans) Comment: Key West Modified CLIMATE V/ IECC Design Temp Int Design Temp Heating Design Daily Temp 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 Blocks 2359 22802 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1st 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 ft2 ___ 0 0 1 2 Floor Over Other Space 2nd Floor ____ ____ 788 ft2 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 ft2 0 ft2 Medium 0.96 No 0.9 No 22 22.6 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 1571 ft2 N N 3/17/2015 8:46 AM 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 Adjacent Space Cavity Width Height Sheathing Framing Solar Belo w it Omt Tn Wall Type 1 N=>SE Exterior Frame-Wood 1st Floor 19 38 7 10 385.8 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 ft' 0.23 0.75 0 4 E=>SW Garage Frame-Wood 1 st Floor 13 4 4 10 43.3 ft' 0.23 0.75 0 5 S=>NW Garage Frame-Wood 1st Floor 13 5 7 10 55.8 ft2 0.23 0.75 0 _ 6 E=>SW Garage Frame-Wood 1st Floor 19 13 6 10 135.0 ft2 0.23 0.75 0 7 E=>SW Exterior Frame-Wood 1 st 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 19 4 10 193.3 ft' 0.23 0.75 0 10 S=>NW Exterior Frame-Wood 1st Floor 19 2 1 10 20.8 ft2 0.23 0.75 0 11 W=>NE Exterior Frame-Wood 1st Floor 19 9 0 10 90.0 ft2 0.23 0.75 0 12 W=>NE Exterior Frame-Wood 1st Floor 19 18 8 10 186.7 ft2 0.23 0.75 0 13 N=>SE Exterior Frame-Wood 2nd Floor 19 11 6 9 103.5 ft2 0.23 0.75 0 _14 E=>SW Exterior Frame-Wood 2nd Floor 19 21 11 9 197.3 ft2 0.23 0.75 0 _15 S=>NW Exterior Frame-Wood 2nd Floor 19 30 11 9 278.3 ft2 0.23 0.75 0 16 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 In Area 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 ft2 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 9.0 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 8.0 ft2 1 ft 0 in 10 ft 0 in Drapes/blinds None 4 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 5 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 6 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 7 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 8 W=>NE 11 Vinyl Low-E Double Yes 0.35 0.22 29.3 ft2 1 ft 0 in 10 ft 0 in Drapes/blinds None 9 W=>NE 12 Vinyl Low-E Double Yes 0.35 0.22 33.0 ft2 1 ft 0 in 10 ft 0 in Drapes/blinds None 10 E=>SW 14 Vinyl Low-E Double Yes 0.35 0.22 4.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 11 E=>SW 14 Vinyl Low-E Double Yes 0.35 0.22 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 12 S=>NW 15 Vinyl Low-E Double Yes 0.35 0.22 45.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3/17/2015 8:46 AM EnergyGaugeO USA- FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered orientation(=>) changed to Worst Case. i Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 13 W=>NE 16 Vinyl Low-E Double Yes 0.35 0.22 45.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 606.48 ft2 606.48 ft' 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 None None ft' 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 ft' Default Leakage 2nd Floor (Default) (Default) 1 1 3/17/2015 8:46 AM EnergyGauge® USA- FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES Programable Thermostat:N Ceiling Fans: Coolin Oct Nov Dec Oct Nov Heating H Jan H Feb �Xj Mar �Xj Apr May lXJ Jun ri Jul lXi Aug JXJ SepjXj Oct lel Nov lX�DDec ecVenting Jan Feb X Mar Jun Jul Aug Sep Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 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 8:46 AM 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: PERMIT#: , FL, - 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: V/ 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 V 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. J 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 V 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 \n and heated pools must have vapor-retardant covers or a liquid cover or ly'( other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82%after 4/16/13). 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 1 405.2.1 R-19 space permitting. 3/17/2015 8:46 AM EnergyGauge® USA- FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 57 The lower the EnergyPerformance Index, the more efficient the home. „ FL, - 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 2184.10 ft2 b.Frame-Wood,Adjacent R=19.0 188.33 ft2 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=13.0 187.50 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? Yes 10.Ceiling Types Insulation Area e.Roof Deck(Unvented) R=22.0 1571.00 ft 6. Conditioned floor area(ft2) 2359 b.Knee Wall(Unvented) R=19.0 248.00 tt2 7. Windows" Description Area c. N/A R= tt 2 a. U-Factor: Dbl,U=0.35 349.67 ft2 11.Ducts R ft a.Sup:Attic,Ret:2nd Floor,AH:2nd Floor 6 184 SHGC: SHGC=0.22 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 36.0 SEER:15.00 SHGC: 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: 4.212 ft. Area Weighted Average SHGC: 0.220 8. Floor Types Insulation Area 14.Hot water systems 2 a.Natural Gas Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1571.00 ft EF:0.59 b.Floor Over Other Space R=0.0 788.00 f:2 c.N/A R= ft2 b. Conservation features None 15.Credits None I certify that this home has ied with the Florida Energy Efficiency Code for Building EST Construction through th v energy s ving features which will be installed (or exceeded) 04�� a O in this home before fin in e ti . Oth rwise, a new E Display Card will be completed` o* .n based on installed C e m n eat es. rru; .,,,,, ti V Builder Signature: Date: Address of New Ho v I, CuiQ.Ch City/FL Zip: 4 1 a,rt fi C ae *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. EnergyGaugeO 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 155 Builder Name: Riverside Homes Street: Permit Office: City,State,Zip: FL, - 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-permeable 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 J stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Project Summary Date: 2014 - wrightsoft� Entire House By: AIC Designs of St. Augustine Inc. Plan: Key Largo modified 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 155 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 27649 Btuh Structure 28226 Btuh Ducts 1703 Btuh Ducts 2917 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29351 Btuh Use manufacturer's data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 31142 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2462 Btuh Ducts 541 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ftp 2359 2359 Equipment latent load 3004 Btuh Volume (ftp 22802 22802 Air changes/hour 0.32 0.16 Equipment total load 34146 Btuh Equiv. AVF (cfm) 122 61 Req. total capacity at 0.75 SHR 3.5 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI... Model SSZ140361 B Cond SSZ140361 B 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 0.039 cfm/Btuh Air flow factor 0.037 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 08:34:22 .� wrightsoft' Right-suileo Universal 2015 15.0.13 RSU01648 Page 1 �"�A ...peciflc\Atlantic Beach Country Club Lot 155.rup Calc=MJ8 Front Door faces: S +}+- wrightsoft Right-JO Worksheet Job: Entire House Date: 2014 A/C Designs of St. Augustine Inc. Plan: Key Largo modified 103 Liberty Center Place,St.Augustine.FL 32092 Phone:904-829-8898 Fax:904-829-6587 1 Room name Entire House Upstairs 2 Exposed wall 204.0 ft 0 it 3 Room height 9.7 it 9.0 ft heat/cool 4 Room dimensions 788.0 x 1.0 ft 5 Room area 2359.0 ft' 788.0 ft' Ty Construction U-value Or HTM Area (ft9 Load Area (ftp Load number (Btuh/ft'-°F) (Btuhlft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612E-Osw 0.068 ne 2.45 1.52 608 437 1070 666 278 233 570 355 61A 0.590 ne 21.24 38.59 147 0 3122 5673 45 0 956 1737 D 11J0 0.600 ne 21.60 18.90 24 24 518 454 0 0 0 0 1Rd 12E-Osw 0.068 se 2.45 1.52 739 590 1444 899 269 220 539 335 11 L-G 61A 0.590 se 21.24 35.27 149 0 3165 5256 49 0 1041 1728 U?J 12E-Osw 0.068 sw 2.45 1.52 490 472 1155 719 104 104 255 158 --G 61A 0.590 sw 21.24 40.25 18 0 382 725 0 0 0 0 W 12E-Osw 0.068 nw 2.45 1.52 347 304 744 463 197 163 399 248 61A 0.590 nw 21.24 38.59 43 0 913 1659 34 0 722 1312 P 12E-Osw 0.068 - 2.45 0.95 375 354 867 337 0 0 0 0 L-D 11 DO 0.390 ne 14.04 12.28 21 21 295 258 0 0 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 1838 0 0 0 0 F 22A-tpl 0.989 35.60 0.00 1571 204 7263 0 0 0 0 0 6 c)AED excursion 0 0 Envelope loss/gain 22847 19492 4919 6421 12 a) Infiltration 4802 1334 1864 518 b) Room ventilation 0 0 01 0 13 Internal gains. Occupants @ 250 4 1000 2 500 Appliances/other 6400 1500 Subtotal(lines 6 to 13) 27649 28226 6783 8938 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 27649 28226 6783 8938 15 Duct loads 6% 10 1703 2917 25%1 33% 1703 2917 Total room load 29351 31142 8486 11855 Air required(cfm) 1140 1140 330 434 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WrigFttSoft 2015-Mar-1708:34:22 Right-SulteP,Universal 2015 15.0 13 RSU01648 Page 1 pecificWlantic Beach Country Club Lot 155.rup Calc=MJ8 Front Door faces: S + wrightsoft Right-JO Worksheet Job: Entire House Date: 2014 Ran:A/C Designs of St. Augustine Inc. Plan: Key Largo modified 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 ft2 Ty Construction U-value Or HTM Area (ftp Load Area Load number (Btuh/ft'-°F) (Btuh/ftp} or perimeter (ft) (Btuh) or perimeter Heat Cool Gross NIP/S Heat Cool Gross NIP/S Heat Cool 6 1/1J 12E-Osw 0.068 ne 2.45 1.52 330 204 499 311 IL_c 61 A 0.590 ne 21.24 38.59 102 0 2166 3936 D 11 JO 0.600 ne 21.60 18.90 24 24 518 454 UU 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 W 12E-Osw 0.068 sw 2.45 1.52 386 368 901 561 I--G 61A 0.590 sw 21.24 40.25 18 0 382 725 W 12E-Osw 0.068 nw 2.45 1.52 150 141 345 215 L-G 61A 0.590 nw 21.24 38.59 9 0 191 347 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-19ad 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 17929 13072 12 a) Infiltration 2937 816 b) Room ventilation 0 0 13 Internal gains: Occupants @ 250 2 500 Appliances/other 4900 Subtotal(lines 6 to 13) 20866 19288 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 20866 19288 15 Duct loads -0% 0% 0 0 Total room load 20866 19288 Air required(cfm) 810 706 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2015-Mar-17 08: e 2 AGGA Calc=MJ8 Front Door faces: S Rlght-Suite,�Universal 2015 15.0.13 RSU01646 Page 2 ...pecific\Atlantic Beach Country Club Lot 155.rup Level 1 34 cfm 112 cfm F4 O/Bath O/Wic 4 26 cfm 7 `4, Owners 4 3 cfm 4 cfm c 0/ owe \ Laun 7' _, 4 4 3 cfm 112 cfm � 23 cfm 14 Hall � , ��4�� " Garage 77 cfm -6' Dining 77 cfm ,= 6' Sup Riser - 16 " Kitchen 77 cfm 125 cfm 125 cfm Pantry Living Stairs Foyer Job #: A/C Designs Scale 1 88 Performed for: Page 1 Riverside 103 Liberty Center Place Right-Suite'universal 2015 48 Saint Aug ust i ne, FL 32092 15.0,13r-17 9: 2015-MaaMa r-177 01 08:19:56 Phone: 904-829-8898 Fax: 904-829-6587 ...ES1Riverside Homes\Key Largo rup level 2 4 cfm 3 cfm Bath 3 Wic 3 Wic 2 Bath 2 6 cfm 4" 4 6 cfm 4 -4 PW71177 cfrrSup Riser 16 ' 71 �7, Bed Bed 2 87 cfm 108 cfm 12' 130 cfm �8 Loft 127 cfm 8 , 130 cfm Open Below 8' Job #: AIC Designs Scale: 1 : 88 Performed for: Page 2 Riverside 103 Liberty Center Place Right-SuitekU Universal 2015 Sai nt A ug ust i ne, FL 32092 15.0.13 RSU01648 Phone: 904-829-8898 Fax: 904-829-6587 2015-Mar-17 08:19:56 ES\Riverside Homes\Key Largo.rup Duct System Summa Job: + wrightsoft y Date: 2015 Entire House By: A/C Designs Plan: Key Largo 103 Liberty Center Place,Saint Augustine,FL 32092 Phone:904-829-8898 Fax:904-829-6587 Project Information 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 SupplyDetail 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 4 6 0.100 4.0 Ox 0 VIFx 22.1 120.0 st2 Bath 3 C 135 4 6 0.100 4.0 Ox 0 VIFx 9.0 115.0 st2 Bed 2 C 2493 95 108 0.100 7.0 Ox 0 VIFx 15.9 115.0 st2 Bed 3 c 2012 66 87 0.100 7.0 Ox 0 VIFx 9.2 115.0 st2 Desk c 2932 83 127 0.100 8.0 Ox 0 VIFx 27.2 135.0 st4 Dining h 1816 77 70 0.100 6.0 Ox 0 VIFx 13.4 122.0 stl Hall h 548 23 22 0.100 4.0 Ox 0 VIFx 41.6 142.0 st3 Kitchen c 1770 56 77 0.100 6.0 Ox 0 VIFx 17.3 122.0 stl Kitchen-A C 1770 56 77 0.100 6.0 Ox 0 VIFx 17.9 1220 stl Laun c 92 3 4 0.100 4.0 Ox 0 VIFx 37.2 142.0 st3 Living h 2929 125 79 0.100 7.0 Ox 0 VIFx 17.6 122.0 stl Living-A h 2929 125 79 0.100 7.0 Ox 0 VIFx 25.3 122.0 stl Loft c 3006 64 130 0.100 8.0 Ox 0 VIFx 29.4 135.0 st4 Loft-A c 3006 64 130 0.100 8.0 Ox 0 VIFx 29.1 135.0 st4 0/Bath In 808 34 10 0.100 4.0 Oxo VIFx 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 h 2631 112 72 0.100 7.0 Ox 0 VIFx 37.9 142.0 st3 owners-A h 2631 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 76 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 08:18:39 wrightsoft Right-SuiteJ Universal 2015 15.0.13 RSU01648 Page 1 ACCP ...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) (i n) (in) Material Trunk st1 Peak AVF 753 575 0.100 539 16.0 0 x 0 VinlFlx st4 Peak AVF 211 387 0.100 493 12.0 0 x 0 VinlFlx st2 st2 Peak AVF 387 601 0.100 431 16.0 0 x 0 VinlFlx st3 Peak AVF 315 194 0.100 294 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 1177 0 0 0 0 Ox 0 V I Fx 2015-Mar-17 08:16:39 WrightSOft, Right-SuiteP Universal 2015 15.0.13 RSU01648 Page 2 RCCA ...ightsoft files ES\Riverside Homes\Key Largo.rup Calc=MJ8 Front Door faces: Riverside Homes FILE COPY Site Information Atlantic Beach Country Club Lot 155, Duval Structural Engineer of Record Derek B. Murray PE No. 71457 [A P r 4745 Sutton Park Court, Suite 402 APEX Jacksonville, FL 32224 - =l '1r • WITM 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 04.00.000 This Package inlcudes 56 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE NO __JOB ID TRS ID DATE__- 1 ABCC155 F01 3/11/2015 31 ABCC155 J11 3/11/2015 2 ABCC155 F02 3/11/2015 32 ABCC155 J12 3/11/2015 3 ABCC155 F03 3/11/2015 33 ABCC155 J13 3/11/2015 4 ABCC155 F03A 3/11/2015 34 ABCC155 T01 3/11/2015 5 ABCC155 F04 3/11/2015 35 ABCC155 T01A 3/11/2015 6 ABCC155 F05 3/11/20151 36 1 ABCC155 T02 3/11/2015 7 ABCC155 F06 3/11/2015 37 ABCC155 T03 3/11/2015 8 ABCC155 F07 3/11/2015 38 ABCC155 T04 3/11/2015 9 ABCC155 F08 3/11/2015 39 ABCC155 T05 3/11/2015 10 ABCC155 FG01 3/11/2015 40 ABCC155 T06 3/11/2015 11 ABCC155 FG02 3/11/2015 41 ABCC155 T07 3/11/2015 12 ABCC155 FG03 3/11/2015 42 ABCC155 T08 3/11/2015 13 ABCC155 FGE01 3/11/2015 43 ABCC155 T09 3/11/2015 14 ABCC155 FGE02 3/11/2015 44 ABCC155 T10 3/11/2015 15 ABCC155 FGE03 3/11/2015 45 ABCC155 T11 3/11/2015 16 ABCC155 FS01 3/11/2015 46 ABCC155 T12 3/11/2015 17 ABCC155 GE01 3/11/2015 47 ABCC155 T13 3/11/2015 18 ABCC155 HJ01 3/11/2015 48 ABCC155 T14 3/11/2015 19 ABCC155 HJ02 3/11/2015 49 ABCC155 T15 3/11/2015 20 ABCC155 HJ03 3/11/2015 50 ABCC155 T16 3/11/2015 21 ABCC155 J01 3/11/2015 51 ABCC155 T17 3/11/2015 22 ABCC155 J02 3/11/2015 52 ABCC155 T18 3/11/2015 23 ABCC155 J03 3/11/2015 53 ABCC155 T19 3/11/2015 24 ABCC155 r043/11/2015 54 ABCC155 T20 3/11/2015 25 ABCC155 3/11/2015 55 ABCC155 T21 3/11/201526 ABCC155 3/11/2015 56 ABCC155 T22 3/11/2015 �27 ABCC155 3/11/2015 S• 'Q28 ABCC155 3/11/2015 : * : • NO29 ABCC155 3/11/2015 7 30 ABCC155 J10 1 3/11/2015 Srgr Apex Technology E ° Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No. s�O ..• .•' ,,� 7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 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 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 61 G15-23.002(2)and 61G15-31.003 of the Florida Board of Professional Engineers 3/11/2015 Job#ABCC155 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 97.68 0.00 3 170.91 88.00 4 02'00"08 J13 MONO 4.00/12 Pitch 1 -Ply 1 69.92 6.00 2 62.29 14.00 1 29'10"00 T01 HIPS 7.00/12 Pitch 1 -Ply 1 2547.08 1407.00 2 2604.99 1442.00 1 29'10"00 T01A HIPS 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 2 31'10"00 T13 COMN 5.00/12 Pitch 1 -Ply 1 1125.34 131.00 2 1125.80 131.00 1 31'10"00 T14 COMN 5.00/12 Pitch 1 -Ply 1 1112.32 133.00 2 1095.48 133.00 1 31'10"00 T15 COMN 5.00/12 Pitch 1 -Ply 1 1037.24 324.00 2 1037.24 324.00 1 31'10"00 T16 COMN 5.00/12 Pitch 1 -Ply 1 1037.24 325.00 2 1037.24 325.00 1 31'10"00 T17 COMN 5.00/12 Pitch 1 -Ply 1 1037.24 327.00 2 1037.23 327.00 1 31'10"00 T18 COMN 5.00/12 Pitch 2-Ply 1 2682.72 830.00 2 2682.72 830.00 2 11'11"00 T19 COMN 3.00/12 Pitch 1 -Ply 1 816.99 216.00 2 1233.36 322.00 2 11'11"00 T20 COMN 3.00/12 Pitch 1 -Ply 1 388.66 116.00 2 379.14 132.00 2 11'11"00 T21 COMN 3.00/12 Pitch 1 -Ply 1 388.66 112.00 2 379.14 135.00 2 11'11"00 T22 MONO 3.00/12 Pitch 1 -Ply 1 388.66 81.00 2 379.14 105.00 r Page 2 of 3 M ccmxm< () -n 00 —I m � ZQ cn A W cn N co �3mC0� om ...... zzXo 0v £) � � v z m � Dm A= D><�a> p � O c 0 �_ m n m p yo A,mmmo D m z � m --i m m 0 m n z w �o�Z� ni D 0 cn m 0 m = cn p � n -u O D Z� x omm,ax ^ � �o � 0 O m M a� � z 0 5i OD 0 0 M,z lJ z m zT >-Zim00 -n � C p n Q '� n n D � C z Z� ��M�D Oma O � O v � O m n -i � -i �� ° �°� O O m m � m m z p o 20 m O C �J '� CA c m mm m D nCJ O G7D MD �3 U'iri � � o � O m mm � n p m p z OM m � £� � � � o pm � G) "o co -� z pc = cn - m U) 35 = { N O C �J cn 2 C) O D m D c D m m Z --� o; °-4 U) r m �_ cn -i c r m p m o r m Cl) Z z C0 m p0 = O o m o m p Z m D Cn -n Z7 Cn m= x A � � 2 On p0 � m D .� 1 Z A x D m m m m -I p z = r C7 m `o o U x07 :[l �7 r m Z7 G) m z D ZZ z = �7 C) p Z z n z m G) C x� O p ZZ O p W SJ "� Q � � m M> m m 0 O z D 00 C o� � � C) 2 n m cn = D n > pp z 0 o � x O > p � z .Z�7 C � 0p 0 n � 0o N `n -zim cn 1, ° D z me o o < �' z 0 -� M0 Ap o D -n 0:3co m M C Cn U) D D Cn r m X -0 o m O � m r 1 m -i m r D Z Z Z �° °m»< cn -0 O , > cn � n z 0 O 1O Z tnmmmw L D Z Z" fmn .� 20DD0 O O z 00 � D Z C (n p Q ZA T, " AmmMZ W �7 D O D n m m m inn°° Z D IJ < r z �J m C7 p z c N ocZi2m m U) ,Zmj m D W O zo X �N�� W = D = m -� �Z m mmmo m 0 m C) p n D _ _ Z ; �Q < z �_ Cnl = cn m m �x N X o Zo -iD m O z O p m -i =o Z w D z z -i = _ mx " c 0 m Oz (n _ m O r N� cn O C/) c z c z o o m D cn m 0 -D D cn m z cn co mN � W n c m m m G) p F z G) < O Cn O az m G) Z D 50 Dcco m � m° m U z W p m CO O Is — O p c_ � m z ()m � O r < �7 � � m M, >MZ m z = o co D co a" Iwxo C) Dr m z O > M p > p �> Z;Z> � m m G7 m n mp � D n m 00 o�N� n z mo m z = z z n z p cn D m G) G) Z m°o p m Z cn D z G) O C) C) oaNZ a m G7 cn rz c D O z m o m m �o z cn �7 C7 �o mcm O O O C/) DD DO D z c) (/1 0 MM m z o m0 mn D � U3 D � � z0 �] Cn C m D Cf) r z o m O Z = -i D D Z omm z m c) m � m O Mv OZ � m m z wW D � 0 D -io L C --im CJ z • -m-� r nD z C) Dz D z � * m o M m n � • z F- --A � 6) p m -n O /� Cn o �D m m mm zx Om A n >z D z -O 00 z 4) O< z D >1 z0 m� 0 zo 1 c x_m _ N D O >m 0z HIP GIRDER _ _< REFER TO PLACEMENT PLAN mo FOR NO OF PLIES m� m mx Ol mm m0 Z z �Z <O ° D�0 JACK m z x� m D 0, S 3 z 0 O �2 OD < <o D JACK D p T 2� N m c/) 'o mZ m m JACK 0m z> Iz <o C_. L L z b (7 (7 (7 (7 (7 I z� nc Oo zp *Z 'm => mz Cn NO mm m� m m (7 N � C/) C/) 0 W D D =v z o 0 C7 0 � 0 � mem ° � � � � � <z p p = p = � Cnp XZ nx � zOOC) x Cpnx 1- 0w Or �J O �`_' � m0 m- Z � � CnZZ � C/) o 0" z 0 O o m O D T m 0 °a C) Dz � C� m mOnm lm� � z z � -iz N 0 � m0D z > N ' zCn BCW cn Cn � 0 � 0 -U � 0mcn M m O Po f o 90 o o i sm co DCZco = oo M O � O O � m X O D 0 � z � C) z = � D O z n O D ' m p = m -u Dm M D M m mm z x I Om 1m >_ DZ =!O 00 2 L] n{ Z N z D D_T_ z(7 m� O� ZO 2 uCi 1l z - ry y o D -n x (n >m D —I 0 Cl) z m ZZ j p z N o - Z N cf) (/) 2< m cn -< D mD <0 W 00 x co m CO m W \ Q �)< U) N O p O m m n Ao z0 co O 00 c x G7 D mz N W C x� D O mD N c zo m m C/) D m iv oD 0 z � Do m D x Z m0 o C/) 00 O 00 M C T mm 0 0> z O 02 , <o z� zb = x CA zN O C 1 00 0 E: Z l^ No = nom ZD N A N —i .Zr7 Zo = Cl) D <� N O � X o _ m, \ =m Oz CO oti oco a `p �ti �o c.o � D C7 O m z m0m m • '..� D r � p W D oM s )\ / / _ ]§ \ \ / REFER TO GABLE ENDMK 2 \ / BRAC|NG DETAIL -- > > \ xrk \\ G § / \ %i @ � ® (\ o » - \ \ a z � ® 0 mx 9 \ \\ c: U) / \ - / rnf / � $ / e ® / r \1 > > Fr cn o ® 2 © z ® m _ > » jZ xo � \) o-n \ 2 / 00 / � 0m ® / m z00 0a 2 z I xEc \! z e = @ a0 g 2 \C ,u o {e A 00 rne © 2aa2 ® © fa -0C)/ � c: m� -i \> c / _ G MZ _ / Go ? z cl) o � \ / > 2mHe ƒ C) --i zzo2a 2 C) \ � \ -0> ct) � f / gym / � ®/ \ / f , / / / \ % c2 / 92 / � CO q � % e $ / @ / / 2ELI ® O / _ / 0z � 2 @ / % m > " o 9 \ -no = r " @ / / / ® / � y / 2 ® � 2 / � > � Z M / / 0 C ® g ® m / e / 3 m 3 ABCC155 Ply:1 SEAN:17437/T21/SY42 Key Largo Al CUSTOM Qty: 1 FROM: DRW: F01 Wgt:33.6 It .. 03/11/15 "11"8— 2'4"12—� 1114X8 1114X5 =5X5gC 1 G 1 10'1"2 1112X4 =5X7 1113X3 F E D f- 1'1"8 2'8"12 j- - 3'10"4^1 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(LL): 0.044 F 343 121 E 3754 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.099 F 153 121 D -815 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.026 A - - E Min Brg Width Req= 1.7 Des Ld: 55.00 EXP:NA HORZ(TL):-0.059 A D Min Brg Width Req= - 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: 0.911 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.343 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.486 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1426 0 B-C 1426 0 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Negative reaction(s)of-815#MAX.(See Max F-E 0 -12 E-D 0 0 Top chord 4x2 SP M-30 Reactions table above)from a non-wind load case Bot chord 4x2 SP#2 requires uplift connection. Maximum Web Forces Per Ply(Ibs) Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. Lumber value set"l 3B"uses design values approved The overall height of this truss excluding overhang is 1/30/2013 by ALSC 1-8-0. F-A 75 0 B-E 0 -1340 G-F 0 -100 E-C 0 -1644 Special Loads A-E 0 -2313 C-D 832 0 ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 100 plf at 0.12 to 100 plf at 3.85 BC-From 10 plf at 0.00 to 10 plf at 3.85 TC-1952 Ib Conc.Load at 0.12 TC- 890 Ib Conc.Load at 2.00 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 3.85 BC 46 0.00 3.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"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 ABCC155 Ply:1 SEQN:17447/T56/SY42 Key Largo Al CUSTOM Qty: 3 FROM: DRW: F03 Wgt:109.2lbs / ... 03/11/15 11„8 2 6„ 17„8 (TYP) A3X4 B JX8 D =3X3 F =3X411 H =4X4 «ar TvT JCl)— m1 Q - + 11o'1°z =3X8 =4X5 =4X8 P O N M L K =4X8 1'1"8 17'5"8 187' - Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.153 E 999 360 O 2045 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.300 E 682 273 K 921 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.021 L - - O Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA --- HORZ(TL): 0.044 L - K Min Erg 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 psi Bldg Code: FBC 2010 RES Max TC CSI: 0.426 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.512 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.597 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-13 685 0 E-F 0 -2385 I:NA GCpi:NA Plate Type(s): B-C 685 0 F-G 0 -2385 Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 C-D 0-1966 G-H 0 -925 Lumber End Vertical Attachment D-E 0 -1966 H-I 0 -925 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"xYmin)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. Bot chord 4x2 SP M-30 Webs 4x2 SP#3 wide(minimum)Crown staples on each narrow face. P-0 3 0 M-L 1874 0 Lumber value set"1313"uses design values approved Additional Notes O-N 1043 -257 L-K 0 -1 1/30/2013 by ALSC +2x6 continuous strongback.See detail N-M 2392 0 Special Loads STRBRIBR1014 for bracing and bridging recommendations. Maximum Web Forces Per Ply(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 -23 E-M 153 -8 TC- 914 Ib Conc.Load at 0.12 1-8-0. Q-P 0 -11 F-M 0 -251 A-O 0 -1151 M-G 597 0 Plating Notes B-0 0 -263 G-L 0 -1107 All plates are 2X4 except as noted. O-C 0-1616 H-L 0 -235 C-N 1142 0 L-I 1254 0 Plate Shift Table D-N 0 -255 I-K 0 -869 JT Plate Lateral Chord JT Plate Lateral Chord N-E 0 -561 K-J 0 -50 No Size Shift Bite No Size Shift Bite [11) 3X4 2.25 R 1.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 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 ABCC155 Ply:1 SEQN:17392/T18/SY42 Key Largo Al CUSTOM Oty: 1 FROM: DRW: F04 Wgt:92.4lbs / ... 03/11/15 1 2'6"_--{ (T'P) q g C p E GIII3X4[111 1112X4 =4X5 2 1112X4 =3X3 1112X4 =4X5 1112X4 H T co 1 10'1"2 4X4[1] =4X5[4] =4X5[7] =5X7 M L K J I 1112X4 16'2"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.166 D 999 360 M 890 - BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.260 D 746 258 1 890 - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.026 J - - M Min Brg Width Req= - - (t es Ld: 55.00 EXP:NA HORZ(TL): 0.041 J - t+--Min Brg Width Req= NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.231 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.460 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.487 A-B 0 0 E-F 0 -2199 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: B-C 0 -2075 F-G 0 -447 I:NA GCpi:NA Plate Type(s): C-D 0 -2075 G-H 0 -447 Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 D-E 0-2199 Lumber Hangers I Ties Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP M-30 manufacturer tested capacities and calculations. Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP M-30 Conditions may exist that require different connections M-L 1297 0 K-J 1544 0 Webs 4x2 SP#3 than indicated.Refer to manufacturer publication for L-K 2356 0 J-1 0 0 additional information. Lumber value set"13B"uses design values approved (J)Hanger Support Required,by others 1/30/2013 by ALSC Bearing 1 (1511"4,10'1"2)THA422 Maximum Web Forces Per Ply(lbs) Plate Shift Table Supporting Member:(1)4x2 SP#2 Webs Tens.Comp. Webs Tens. Comp. (2)0.162"x3.5"nails into supporting JT Plate Lateral Chord JT Plate Lateral Chord member, A-M 0 -106 E-K 0 250 No Size Shift Bite No Size Shift Bite (4)0.148"x1 5"nails in flange and M-B 0 -1504 K-F 765 0 Ill 4X4 1.25 L 1.25 [2] 4X5 2.75 L 1.25 (6)0.148"x3"nails into supported B-L 908 0 F-J 0 -1279 [4] 4X5 2.25 L 1.25 [7] 4X5 2.00 R 1.25 member. C-L 0 -243 G-J 0 -215 [11] 3X4 1.25 R 1.25 L-D 0 -327 J-H 1023 0 D-K 0 -182 H-1 0 -903 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 -0.12 16.06 BC 120 -0.12 16.06 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. 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 ABCC155 Ply:1 SEAN:17401/T54/SY42 Key Largo Al CUSTOM Qty: 3 FROM: DRW: F06 Wgt:102.21bs ! ... 03/11/15 r 7'10"8 8.10.. 18'2"8 7'10"8 + 1' 9'4" 2,6„_'� 1,5„8 (TYP) 1112X4 3621 1112X4 =3X3 1112X4 =3X3 1112X4 =36121 1112X4 T Co 110'1"Z =4X5 =3X8 1112X4 =3X3 =3X8 =4X5 O N M L K J 18'2"8 j 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 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.245 E 891 360 O 1001 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.383 E 570 291 J 1001 - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.037 J - - O Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.058 J J Min Erg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.279 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.555 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.536 A-B 0 0 E-F 0 -2929 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: B-C 0 -2445 F-G 0 -2450 I:NA GCpi:NA Plate Type(s): C-D 0 -2445 G-H 0 -2450 Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23 D-E 0 -2930 H-1 0 0 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs) STRBRIBR1014 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP M-30 recommendations. Bot chord 4x2 SP M-30 O-N 1484 0 L-K 2905 0 Webs 4x2 SP#3 Truss must be installed as shown with top chord up. N-M 2929 0 K-J 1486 0 Lumber value set"l 3B"uses design values approved The overall height of this truss excluding overhang is M-L 2930 0 1/30/2013 by ALSC 1-8-0. Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite A-0 0 -107 L-F 334 -230 [2] 3X8 4.25 L 1.25 [12] 3X8 4.25 R 1.25 O-B 0 -1721 F-K 0 -530 B-N 1121 0 G-K 0 -249 Purlins C-N 0 -276 K-H 1126 0 In lieu of structural panels or rigid ceiling use purlins N-D 0 -701 H-J 0 -1723 to laterally brace chords as follows: D-M 118 -71 I-J 0 -107 Chard Spacing(in oc) Start(ft) End(ft) E-L 90 -148 TC 24 0.00 18.21 BC 120 0.00 18.21 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC155 Ply:1 SEAN:17403/T50!SY42 Key Largo Al CUSTOM Qty: 6 FROM: DRW: F08 Wgt:107.8lbs / ... 03/11/15 8' 9' 18'9" 8' 1' 9'9" (TYP) III 2X4 =3X8 1112X4 =R3[61 1112X4 =3X3 1112X4 =3X8 1112X4 T Q J 90 110'1 12 3X8[5] 1112X4 =3X3 =3X8[12] P O N M L K 3X8 =3X8 18'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U !Rw /Rh /RL 1W 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 EXP:NA --- - HORZ(TL): 0.058 K - K Min Brg Width Req= 1.5_ --_ 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-B 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:14.03.01 G.01 22.23 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"l 3B"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 [121 3X8 3.50 R 1.25 A-P 0 -106 F-L 0 -562 P-B 0 -1678 G-L 0 -248 Purlins B-O 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) Start(ft) 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 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.1-112"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC155 Ply:2 SEQN:17441/T43/FLAT Key Largo Al CUSTOM Qty: 1 FROM. DRW: FG02 Wgt:204A Ibs / ... 03/11/15 116" 3'8"15 6'1"97'11" 10'1" 12' 14'1"15 167' 1'6" -�- 2'2"15 -h- 2'4"11 -�- 1'97 2'2" T 111„ + 2'1"15 -f- 2,5,1 4X8[6] TT A 3X4[1] g =4CX8[8] D 1112X4 1112X4 08X8 =4X8 =4X8[24] W1 W1 W1 l00 U 10'1"2 Ill2X4[21 =3X8[4] =4X8[7] -- 8[91 8[9]O N M B2 8[21] =K 8[23] �1'1"8t = 15'5"8 H0510 1114X5 1'0"8 2'2"15 2'4"11 101, y5 I 27'8 2'0"1 2'4"5 1'10"13 1'0"8+ 3'3'7 5'8"1 T 6 7 10'3"12 12'3"13 + 14'8"3 + 16'7 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(LL): 0.192 F 955 240 R 5729 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.319 F 575 183 J 4633 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.043 J - - R Min Brg Width Req= 3.0 sLd: 55.00 EXP:NA HORZ(TL): 0.072 J -- .)-J,...Min Brg Width Req= 2.4 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings R&J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.400 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.832 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.848 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 869 0 E-F 0 -5985 I:NA GCpi:NA Plate Type(s): B-C 544 -1881 F-G 0 -5907 Wind Duration:NA WAVE,HS VIEW Ver:14.03.01G.0122.23 C-D 184 -4500 G-H 0 -5050 Lumber Plate Shift Table D-E 0-5856 H-1 0 -2839 Value Set:13B(Effective 6/1/2013) JT Plate Lateral Chord JT Plate Lateral Chord To chord 2x6 SP SS Dense No Size Shift Bite No Size Shift Bite Maximum Bot Chord Forces Per Ply(Ibs) Top [1] 3X4 2.75 R 1.25 [2] 2X4 S 2.50 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-30:B2 2x4 SP M-31: [4] 3X8 S 1.25 [6] 4X8 S 1.25 Webs 2x6 SP#2 [7] 4X8 S 1.25 [8] 4X8 S 1.25 S-R 0 -8 N-M 5985 0 W2,W8,W 11,x13 2x4 SP#3: [9] 4X8 S 1.25 [21] 3X8 3.50 L 1.25 R-Q 0 -1418 M-L 5417 0 W4,W6,W 15 2x4 SP#2: [23] 4X8 3.25 L 1.25 [24] 4X8 3.25 R 1.25 Q-P 2513 -473 L-K 3502 0 Lumber value set"l 3B"uses design values approved P-0 4953 -132 K-J 45 0 1/30/2013 by ALSC Purlins O-N 4953 -132 Nailnote In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply(Ibs) Nail Schedule:0.131"x3",min.nails Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. Top Chord:2 Rows @ 4.50"o.c.(Each Row) TC 24 0.00 16.58 Bot Chord:1 Row @12.00"o.c. BC 120 0.00 16.58 A-S 223 0 N-E 0 -779 Webs 1 Row @ 4"o.c. Apply purlins to any chords above or below fillers A-R 0-1376 F-M 84 -483 Use equal spacing between rows and stagger nails at 24"OC unless shown otherwise above. R-B 0 -1902 M-G 725 -106 in each row to avoid splitting. The TC of this truss shall be braced with attached B-Q 2583 0 G-L 12 -1098 Special Loads spans at 24"OC in lieu of structural sheathing. Q-C 0 -1890 L-H 1877 0 C-P 2390 0 H-K 0 -1981 --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Additional Notes P-D 0 -1355 K-1 3344 0 TC-From 100 pIf at 0.00 to 100 plf at 4.00 TC-From 50 pIf at 4.00 to 50 plf at 16.58 Truss must be installed as shown with top chord up. D-N 1270 0 I-J 0 -2272 BC-From 10 plf at 0.00 to 10 plf at 4.00 The overall height of this truss excluding overhang is BC-From 5 plf at 4.00 to 5 pIf at 16.58 1-8-0. TC-1850 Ib Conc.Load at 0.00 TC- 560 Ib Conc.Load at 4.00 TC-1001 Ib Conc.Load at 6.00,8.00,10.00,12.00 14-00,15.83 Plating Notes All plates are 3X8 except as noted NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 ABCC155 Ply:1 SEAN:17388/T9/SY42 Key Largo Al CUSTOM Qty: 1 FROM: DRW: FGE01 Wgt:84.0lbs .. / ... 03/11/15 1'2"8-I 1'2"8-I 1'2"8-I 17-8-{ 'F--� 'f�-----I '�-I 'I---�-I '�---I 'f- -I f- --{ A B C D E F G H I J K L T - Z M 90 10'1"2 1112X4 X W V U T S R Q P O 1112X4 14'11" 14'11" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 L 999 360 Y' 108 /- /- /- /- /179 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 L 999 240 y Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 B - - Bearing Y is a rigid surface. Des Ld. 55.00 EXP:NA HORZ(TL): 0.001 B - - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(lbs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.190 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.033 A-B 0 0 G-H 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.032 B-C 0 0 H-1 0 0 C&C Dist a:NA it FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 1-J 0 0 I:NA GCpi:NA Plate Type(s): D-E 0 0 J-K 0 0 Wind Duration:NA WAVE VIEW Ver:14.03.01G.0122.23E-F 0 0 K-L 0 0 Lumber Additional Notes F-G 0 0 Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP#3 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#3 1-8-0. Webs 4x2 SP#3 Y-X 0 0 S-R 0 0 Lumber value set"l 3B"uses design values approved X-W 0 0 R-0 0 0 1/30/2013 by ALSC W-V 0 0 Q-P 0 0 V-U 0 0 P-O 0 0 Bracing U-T 0 0 O-N 0 0 Sheathing is required for any longitudinal(drag)forces. T-S 0 0 All connections to be designed by the building designer. Maximum Web Forces Per Ply(Ibs) Fasten rated sheathing to one face of this frame. Webs Tens.Comp. Webs Tens. Comp. Plating Notes Z-Y 0 -9 L-N 0 -50 A-Y 0 -56 N-M 0 -9 All plates are 1X3 except as noted. Purlins Maximum Gable Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Gables Tens Comp. Gables Tens. Comp. to laterally brace chords as follows: B-X 0 -146 G-S 0 -133 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 14.67 C-W 0 -131 H-R 0 -133 D-V 0 -134 I-Q 0 -133 BC 120 0.25 14.67 Apply purlins to any chords above or below fillers E-U 0 -133 J-P 0 133 at 24"OC unless shown otherwise above. F-T 0 -133 K-0 0 -138 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 FA P E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 ABCC155 Ply:1 SEQN: 17449/T41/SY42 Key Largo Al CUSTOM Qty: 1 FROM: DRW: FGE02 Wgt:105.0 lbs Page 2 of 2 / ... 03/11/15 F-AB 0 -134 M-U 0 -134 G-AA 0 -133 N-T 0 -131 H-Y 0 -133 O-S 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 eAPE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC155 Ply:1 SEAN:17363/T46/SY42 Key Largo Al CUSTOM Qty: 3 FROM: DRW: FS01 Wgt:15A lbs / ... 03/11/15 �—1,5"J� 1111X3 =3X3 A B LJ io 10'1"2 X3 Illix Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) Defl/CSl Criteria J160D- aximum Reactions(lbs),or'=PLF TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 B 99964 /35 /42 /- /- /20.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999d reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 B - Min Brg Width Req= - Ld: 32.00 EXP:C HORZ(TL): 0.001 B - ang D Fcperp=565psi. NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.163 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.091 Chords Tens.Comp. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.016 A-B 0 0 C&C Dist a:3.00 ft FT/RT:12(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0123.00 Chords Tens.Comp. Lumber D-C 0 0 Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#3 Maximum Web Forces Per Ply(Ibs) Bot chord 4x2 SP#3 Webs Tens.Comp. Webs Tens. Comp. Webs 4x2 SP#3 Lumber value set"13B"uses design values approved A-D 55 45 B-C 55 45 1/30/2013 by ALSC D-B 0 0 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(fl) 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. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide for complete drainage of roof. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No 58544 PE No.71457 ABCC155 Ply:1 SEQN:17215/T7/HIP_ Key Largo Al CUSTOM Qty: 4 FROM: DRW: HJ01 Wgt:37.81bs / ... 03/11/15 5'5"15 V0111 9'i11"9 5'5"15 + 4'4"2 8 C _ 25'2"12 12 4.95 � - �2X4 B v "r -v =3X4(82) T 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(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.016 B 999 240 A 329 /165 !- /- /- /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):-0.016 D Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:23.49 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: 0.670 D Min Brg Width Req=P C Min Brg Width Req= - - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.419 Load Duration:1.25 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: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Lumber A-B 355 -448 B-C 66 -80 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP 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) Special Loads Webs Tens.Comp. ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-D 359 -471 TC-From 2 plf at 0.00 to 2 plf at 9.84 BC-From 2 plf at 0.00 to 2 plf at 984 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(fl) TC 24 -022 9.61 BC 75 -0.15 9.45 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 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC155 Ply:1 SEQN:17376/T4/HIP_ Key Largo Al CUSTOM Qty: 2 FROM: DRW: HJ03 Wgt:33.6lbs / ... 03/11/15 9'11"9 8'6"13 9'10"1 8 8'613 1'3"4 2.12 o C 3X4 B - 12'0"8 v N 2X4(A1) N ` 10'1"2 3X4 p 97'10 "7 9710 91 ;81 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.025 D 999 240 A 302 /67 /- /- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.051 D 999 180 D 746 /221 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 D - - C -334 /- /123 /- /- /1.5 Des Ld. 32.00 EXP:C --- HORZ(TL): 0.029 D 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: 0.743 D Min Brg Width Req= - Load Duration:1.25 P BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.518 S C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.329 Bearing A Fcperp=565psi. C&C Dist a:3.00 It FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Lumber Additional Notes A-B 180 -501 B-C 21 -59 Value Set:13B(Effective 6/1/2013) Negative reaction(s)of-334#MAX.(See Max To chord 2x4 SP M-30 Reactions table above)from a non-wind load case Maximum Bot Chord Forces Per Ply(Ibs) Top Bot chord 2x4 SP M-30 requires uplift connection. Chords Tens.Comp. Webs 2x4 SP#3 The overall height of this truss excluding overhang is A-D 476 -166 Lumber value set"l 3B"uses design values approved 2-2-14. 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-D 289 -764 TC-From 2 plf at 0.00 to 2 plf at 9.84 BC-From 2 plf at 0.00 to 2 plf at 9.84 TC- 42 Ib Conc.Load at 1.52 TC- 144 Ib Conc.Load at 4.35 TC- 243 Ib Conc.Load at 7.18 BC- 24 Ib Conic.Load at 1.52 BC- 82 Ib Conc.Load at 4.35 BC- 139 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 0.00 9.84 BC 115 0 15 9.74 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC155 Ply:1 SEQN:17208,T12/JACK Key Largo Al CUSTOM Qty: 8 FROM. DRW: J02 Wgt:9.8lbs / ... 03/11/15 B 12 22'11"6 7 3X4(B2) N T A 20'11" C 3' '18 3' 3' "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 101 /14 /52 /- /77 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 43 /- 118 /- /- 11.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 B B 79 /73 /51 /- /- /1.5 .-Ld: 32.00 EXP:C HORZ(TL):-0.003 B f+AN'd reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.36 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 201 O RES Max TC CSI: 0.209 C Min Brg Width Req= BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.130 B Min Brg Width Req= Load Duration:1.25 P Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03.01 G.01 22.23 A-B 40 -62 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 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 3.00 BC 35 0.05 3.00 Apply pudins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-3-14. 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 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 ABCC155 Ply:1 SEQN:17212/T3/EJAC Key Largo Al CUSTOM Qty: 19 FROM: DRW: J04 Wgt:22.4lbs / ... 03/11/15 B 25'3"6 12 7 v i� -v 3X4(B2) -F A �° 20'111, C rl r 7' J'8 7' 7'1"8 Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 233 /46 /124 /- /189 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 101 /- /44 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.018 B B 181 /170 /117 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.029 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:23.53 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: 0.760 C Min Brg Width Req= _ BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.424 B Min Brg Width Req= Load Duration:1.25 P Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03.01 G.01 22.23 A-B 91 -132 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#2 Lumber value set'13B"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 83 0.05 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-7-14. 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 rAPE6X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC155 Ply:1 SEAN:17265/T38/JACK Key Largo Al CUSTOM Qty: 6 FROM. DRW: J06 W gt:9.8 lbs 03/11/15 12 5 B 11'7"1 r` 3X4(B2) T A 67 10'1"2 C 3 � i$ 3' n$ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 101 /18 /51 /- /43 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 43 /- /16 /- /- 11.5 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/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 Duration:1.25 P BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.124 S F 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 It 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:14.03.01 G.01 22.23 Lumber A-B 29 -71 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Lumber value set"13B"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 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No 58544 PE No 71457 ABCC155 Ply:1 SEAN:17269/T29/EJAC Key Largo Al CUSTOM Qty: 15 FROM: DRW: J08 Wgt:21.0lbs ! ... 03/11/15 B 13'3"1 12 5 M 3X4(82) A T 7 10'1"2 A- C I 7' "8 7' 18 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1ICSl Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defi L1# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 231 /46 /118 /- /102 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 100 /- 140 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 C B 177 /102 /88 /- /- 11.5 td: 32.00 EXP:C HORZ(TL): 0.025 C d 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 TCDL:4.2 sf Bldg Code: FBC 2010 RES Max TC CSI: 0.729 C Min Brg Width Req= Soffit: 2.00 F B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.412 Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03.01 G.01 22.23 A-B 68 -96 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP#2 A-C 0 0 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 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 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 ABCC155 Ply:1 SEAN:17369/T59/JACK Key Largo Al CUSTOM Qty: 4 FROM. DRW: J10 Wgt:9.8lbs / ... 03/11/15 12 3 B 11'0"13 2X4(B1) A 10'1"2 C 3' 1"8 3' J. "8 Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 102 /27 140 /- /26 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 41 /- /15 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C B 72 /38 /21 /- /- /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 1 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: 0.176 C Min Brg Width Req= - Load Duration:1.25 P BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.114 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-B 17 -27 Value Set:13B(Effective 6/1/2013) To chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) P Chords Tens.Comp. Bot chord 2x4 SP#3 Lumber value set A313"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 0.15 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 1-3-3. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC155 Ply:1 SEAN:17373/T8/EJAC Key Largo Al CUSTOM Qty: 6 FROM. DRW: J12 Wgt:21.0lbs ! ... 03/11/15 12 g 3 � 12'0"13 _ M 2X4(61) `y � A 10'1"2 C T I"s 71 „$ 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 230 /64 /91 !- /62 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 98 /- /36 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 C B 171 /88 /51 /- /1.5 Des Ld: 32.00 EXP:C - HORZ(TL): 0.024 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: 0.736 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.394 B Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.000 Bearing A Fcperp=565psi. Spacing:24.0" p C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:14.03.01 G.01 22.23 A-B 41 -79 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP#2 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 0.15 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 2-3-3. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC155 Ply:1 SEAN:17355/T35/HIPS Key Largo Al CUSTOM Qty: 1 FROM: DRW: T01 Wgt:168.0lbs / ... 03/11/15 7' 12'4"8 177'4 22'10" 29'10" 7' S'4-8 57'12 5'2"12 7' C10 =3DX4 1112EX4 =6X10 l12 7 v G o B 3X48 8(CS) =8X8W13X4 ^El -2X4(C5) 2X4(CS) 1112X4j10] =4X[11 =H K510 4X8[17] 1113X13[18] 7'112 4'11"4 3'11" 17"4 5'1" 7'1"12 7'1"12 12'1" 16' 17'7.4 22'8.4 29'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.217 E 999 351 A 2547 /1407 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.418 E 840 351 H 2605 /1441 /- /- /- /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.055 C - - Wind reactions based on MWFRS - 'Ld: 32.00 EXP:C HORZ(TL): 0.105 C - _Min Brg Width Req= 2.6 NCBCLL:10.00 Mean Height:23.53 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 2.6 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.710 Bearings A&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.967 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.767 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 2470-4396 E-F 2808 -4977 Wind Duration:1.60 WAVE,HS VIEW Ver:14.03.01 G.01 22.23 B-C 2434-4344 F-G 2500 -4456 Lumber Purlins C-D 2783 -4942 G-H 2535 -4508 D-E 2806 -4976 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) Endift) 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 59 0.29 29.54 Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500Apply purlins to any chords above or below fillers A-M 3667 -2048 K-J 4990 -2825 Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' at 24"OC unless shown otherwise above. M-L 3683 -2051 J-1 3782 -2109 Lumber value set"13B"uses design values approved L-K 4990 -2825 1-H 3764 -2105 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 plf at 7.00 C-M 525 -96 E-J 592 -661 TC-From 28 plf at 7.00 to 28 plf at 22.83 C-L 1643 -954 J-F 1542 -901 TC-From 56 pIf at 22.83 to 56 plf at 29.83 L-D 638 -719 1-F 583 -98 BC-From 10 off at 0.00 to 10 plf at 7.01 D-J 24 -18 BC-From 5 plf 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 9.06,11.06,13.06,13.92 15.92,17.77,19.77,21.77 BC- 480 Ib Conc.Load at 7.01,22.82 BC- 101 Ib Conc.Load at 9.06,111.06,13.06,13.92 15.92,17.77.19.77,21.77 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [101 2X4 S 2.75 [111 4X4 S 1.25 [171 4X8 S 1.25 [18] 3X3 S 1.75 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 ?APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No 71457 ABCC155 Ply:1 SEAN:17246/T20/HIPS Key Largo Al CUSTOM Qty: 2 FROM: DRW: T02 Wgt:140.0lbs / ... 03/11/15 9' 14 11 20'10" 29'10" 9' 5'11" 611" 91 ;68X8 III C4 T2 6XD8 12 7 v m rn =4X4(B2)A :"E=_4X4(82) T 20'11" 1112X4 =3X8 =3X4 1112X4 I H G F 9'1"12 5'9"41'1" 4'8"q 9'1"12 9'1"12 14'11" 16' 20'8"4 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.083 C 999 356 A 1101 /481 /463 /- /149 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.151 C 999 356 E 1101 /481 /463 !- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.042 F - - Wind reactions based on MWFRS Des Ld: 3Zo0 EXP:C HORZ(TL): 0.076 F A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:24.11 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: 0.682 Bearings A&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.995 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.167 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 720-1680 C-D 788 -1490 Wind Duration:1.60 WAVE i VIEW Ver:14.03.01 G.0122.23 B-C 788 -1490 D-E 720 -1680 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:138(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP M-30:T2 2x4 SP#2: Bot chord 2x4 SP#2 A-1 1340 -482 G-F 1345 -481 Webs 2x4 SP#3 1-H 1345 -481 F-E 1340 -482 Lumber value set"136"uses design values approved H-G 1345 -481 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: B-I 252 0 H-D 318 140 Chord Spacing(in oc) Start(ft) End(ft) B-H 318 -139 F-D 252 0 TC 24 0.00 29.83 C-H 182 -265 BC 91 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 5-9-14. 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 ABCC155 Ply:1 SEAN:17254/T17/HIPS Key Largo Al CUSTOM Qty: 2 FROM: DRW: T04 Wgt:152.6lbs / ... 03/11/15 66" 13' 16'10" 23'24 29'10" 6,6„ 6.6.. 3,10„ 6,4,.4 67"12 05 C=5X5 D 12 7 1112X4 B (a) E 3X4 m 1114X5(62)A F--4X4(B2) T _+20'11" =3X4 =3X4 =3X8 B2 112X4 J I H G 6'7"12 9'4"4 8" 6'7"12 6'6" 67"12 16' 6'8 4 23'4" 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): 0.105 B 999 356 A 1103 /282 /470 /- /218 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.194 B 999 356 F 1069 1282 /470 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.048 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.089 G A Mir,Brg Width Req- 1.5 —_ NCBCLL: 10.00 g Mean Height:25.28 ft Code/Misc Criteria Creep Factor:1.5 F Min Erg Width Req= 1.5 = Soffit: 2.00 TCDL 4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.613 Bearings A&F Fcperp 565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.887 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.642 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 674 -1831 D-E 605 -1359 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 B-C 850-1808 E-F 678 -1700 C-D 587 -1097 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-31:62 2x4 SP#2: Webs 2x4 SP#3 A-J 1497 -489 H-G 1385 -490 Lumber value set"l 3B"uses design values approved J-1 1066 -273 G-F 1385 -489 1/30/2013 by ALSC I-H 1066 -273 Bracing Maximum Web Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. B-J 316 -366 H-D 375 -131 J-C 676 -323 H-E 274 -407 Purlins C-H 237 -129 E-G 163 13 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 000 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 8-1-14. 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 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 ABCC155 Ply:1 SEAN:17288/T33/HIPM Key Largo Al CUSTOM Qty: 1 FROM: DRW: T06 Wgt:78.41' / ... 03/11/15 7' 11'11"4 16'10"8 7' 4'11"4 4'11"4 =4X8 1112X4 =4X5[14D] B C 12 5 � �n ih 4X5(82) s10'1"2 Li 1112X4.[8] =M03C�10 F B2 1112X4[1E6] 7'1"12 Fi 2'10"4 2' =4X8[13] 4'10"8 T1"l 2 10' 12' 1116'10"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.111 H 999 240 A 1263 /381 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.209 H 964 201 E 1451 1459 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.030 E - - Wind reactions based on MWFRS -,i-d: 32.00 EXP:C HORZ(TL): 0.056 E A . Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 E Min Brg Width Req= P g Soffit: 2.00 TCDL:4.2 sf Bldg Code: FBC 2010 RES Max TC CSI: 0.936 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.967 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.853 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 772 -2545 C-D 596 -1902 Wind Duration:1.60 WAVE,HS VIEW Ver:14.03.01G.0122.23 B-C 596-1902 Lumber Hangers/Ties Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Wind Bot chord 2x4 SP M-30:B2 2x4 SP#2: A-H 2269 -677 G-F 2304 683 Webs 2x4 SP#3 Wind loads and reactions based on MWFRS. H-G 2304 -683 F-E 16 -5 Lumber value set"1313"uses design values approved Right end vertical not exposed to wind pressure. 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. Special Loads The overall height of this truss excluding overhang is ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) 3-5-7. B-H 753 -135 F- 701 2239 TC-From 55 plf at 0.00 to 55 plf at 7.00 B-F 104 -477 D-E E 469 -1376 TC-From 28 plf at 7.00 to 28 plf at 16.88 C-F 356 -642 BC-From 10 plf at 0.00 to 10 plf at 7.01 BC-From 5 plf at 7.01 to 5 plf at 16.88 TC- 127 Ib Conic.Load at 7.01 TC- 177 Ib Conc.Load at 9.06,11.06,13.06,15.06 BC- 703 Ib Conc.Load at 7.01 BC- 100 Ib Conc.Load at 9.06,11.06,13.06,15.06 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [81 2X4 S 2.25 [13] 4X8 3.00 R 1.25 [14] 4X5 1.75 R 1.75 [16] 2X4 S 2.75 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 16.88 BC 83 0.08 16.88 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 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 ABCC155 Ply:1 SEQN.17292/T30/HIPM Key Largo Al CUSTOM Qty: 1 FROM: DRW: T08 Wgt:88.2lbs / ... 03/11/15 5'7"12 11 16'10"8 5'7"12 544 5'10"8 %4X5 C =3X3 D _ 12 5 [::--- 3X4 B r- 7- 10 in =3X4(132) A s 10'1"2 1112X4 =3X04 F3X8 III2X4[1E5] 5'6" i4'6" 1'1"1 518"12 5'6" 10 11'1"1 16'10"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.037 H 999 240 A 553 /148 /281 /- /161 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.071 H 999 201 E 547 /197 1253 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.021 F A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 lost Bldg Code: FBC 2010 RES Max TC CSI: 0.445 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.889 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.316 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 309 -962 C-D 239 -463 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 B-C 212 -561 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-H 832 -422 G-F 831 -424 Webs 2x4 SP#3 H-G 831 -424 F-E 0 0 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord H-B 151 0 F-D 606 -312 No Size Shift Bite No Size Shift Bite B-F 207 -412 D-E 294 525 [15] 2X4 S 2.50 C-F 154 -177 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 5-1-7. 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 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 ABCC155 Ply:1 SEQN.17310/T14/HIPM Key Largo Al CUSTOM Qty: 1 FROM: DRW: T10 Wgt:86.8lbs / ... 03/11/15 7,6„ 15' 16'10"8 T6" - 1'8"2 5'9"1q 1108 1112X4 D=4X4 E 5 � 3X4 C 02X4 B r m =3X4(B2) A 101 2 1 =5G 132 1113X4[1F) 10' 10' 16'10"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf In PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.034 B 999 240 A 568 /59 /285 /- /161 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.061 B 999 201 F 632 /140 /290 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:,C HORZ(TL):-0.019 E - A Min Brg Width Req= 1.5. Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 SoffitNCB :10.00 9 F Min Brg Width Req= Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.801 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.756 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:In to 2h Rep Factors Used:Yes Max Web CSI: 0.444 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 232 -947 C-D 182 -638 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 B-C 162 -675 D-E 0 0 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(lbs) member design. Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Bot chord 2x4 SP#2:B2 2x4 SP M-30: Right end vertical not exposed to wind pressure. A-G 811 -395 G-F 144 77 Webs 2x4 SP#3 Lumber value set '1313"uses design values approved Maximum Web Forces Per Ply(lbs) 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table B-G 299 -458 D-F 278 -520 JT Plate Lateral Chord JT Plate Lateral Chord G-D 637 -225 E-F 37 -51 No Size Shift Bite No Size Shift Bite [16] 3X4 S 2.50 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 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 6-9-7. 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 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 ABCC155 Ply:1 SEQN:17312/T27/COM7DRW Key Largo Al CUSTOM Qty: 1 FROM: : T12 Wgt:84.01bs / ... 03/11/15 7'5"10 9'2"2 12'2"1 !6'10"8 7'5"10 1'8"7 3' E 112X4 s 3X4 D 12 5 E--- o 3X4 C k2X4 B .n tO 3X4(130 T 10'1"2 1 =—SXCS 1113X4[14] 10' 6'10"6 10' 16110"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.020 B 999 240 A 553 /52 /283 /- /178 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.038 B 999 201 F 549 /124 /303 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 F - - Wind reactions based on MWFRS -EYes4Ld: 32.00 EXP:C HORZ(TL): 0.016 F Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - Soffit: 2.00 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: 0.865 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.524 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 186 -870 C-D 142 -587 Wind Duration:1.60 WAVE VIEW Ver:14.03.01 G.01 22.23 B-C 132 -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 -362 G-F 373 -182 Webs 2x4 SP#3 Lumber value set"1313"uses design values approved Maximum Web Forces Per Ply(Ibs) 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens, Comp. Plate Shift Table B-G 230 -346 D-F 273 -557 JT Plate Lateral Chord JT Plate Lateral Chord G-D 413 -137 E-F 88 -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/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 7-5-3. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 ABCC155 Ply:1 SEAN:17320/T3�COMN Key Largo Al CUSTOM Qty: 1 FROM: �RW T14 Wgt:151.2lbs �0�3/11/15 7'6" 972 15' 1610 22714 24'2"4 31'10" 7'6" 1'82 5'9"14 110" 5'914 1'6"6 77"12 p5 =E 5 12 5 C:--- 03X4 C Fa 3X4 G 3X4 1112X4 B m (a) H=4X5(B2) =4X5(B2)A 10'1"2 i7 -3X4 =3X4 =3X8 1112X4 L K J I 77"12 8'4"4 8" 77"12 7,6„ 7'7'12 16' 6'8'4 24'4" 31'10" Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) Loading Criteria(psf) Wind Criteria Loc R /U /Rw /Rh /RL /W TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.189 J 999 379 A 1112 /132 /464 /- /143 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.351 J 999 379 H 1095 /132 /464 /- / 15.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.075 1 - - Ain reactions in ct ons ba ed n MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.138 1 9 q= H Min Brg Width Req= 1.5 NCBCLL 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Bearings A&H Fcperp=565psi. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.786 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.895 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.593 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.18 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 787 -2243 E-F 638 -1606 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.O122.23 B-C 883-2217 F-G 618 -1639 C-D 904 -2180 G-H 786 -2166 Lumber D-E 642-1445 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-L 1993 -646 J-I 1922 -644 Lumber value set"136"uses design values approved L-K 1424 -400 1-H 1922 -643 1/30/2013 by ALSC K-J 1424 -400 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. member. B-L 274 -403 J-E 414 -139 Purlins L-D 760 -318 J-G 287 -561 In lieu of structural panels or rigid ceiling use purlins D-J 301 -140 G-1 199 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 31.83 BC 120 008 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. Additional Notes The overall height of this truss excluding overhang is 6-9-7. 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 Technoois a fictitious name owne Nol 7547 4745 Sutton Pak Coudrt,Suby ite 402 ,Jacksonvviilllle,FL 321224-904.821� 5200Florida Engineer rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No,58544 PE No.71457 ABCC155 Ply:1 SEAN:17324/T32/COMN Key Largo Al CUSTOM Qty: 1 FROM: DRW: T16 W gt:156.8 1 bs ... 03/11/15 57'12 11' 1511" 20'10" 26'2"4 31'10" 5,7„t2 12 54"4 4'11" 4.1 p. 5-14 57' %4CX5 =3pX4 II/4E5 12 5 � r ,3X4 B F 3X4 4X!�B2)A G 4X4(132) 101 2 1112X 4 =3X8 =3X8 =3X8 III H4 L K J I 5,6„ 57'12 4.10.,4 4,8,.4 5.7,12 5.6.. 5'6” 11112 16 20'8"4 26'4" 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 Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.178 D 999 379 A 1037 /325 /465 /- /l05 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.346 D 999 379 G 1037 /325 /465 /- /- /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.070 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C ---- HORZ(TL): 0.137 H - A Min Brg Width Req= 1.5- NCBCLL: 10.00 g Mean Height:15.00 it Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.636 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.981 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.251 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.18 it FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 841 -2056 D-E 755 -1574 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 B-C 764 -1749 E-F 764 -1749 C-D 755 -1574 F-G 841 -2056 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 A-L 1831 -719 J-1 1702 -637 Lumber value set"1313"uses design values approved L-K 1832 -721 1-H 1832 -721 1/30/2013 by ALSC K-J 1702 -637 H-G 1831 -719 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) L-B 95 -22 D-I 124 -282 TC 24 0.00 31.83 B-K 180 -330 I-E 367 -119 BC 96 0.08 31.75 C-K 367 -119 F 180 330 Apply purlins to any chords above or below fillers K-D 124 -282 F-H 95 -22 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 5-1-7. 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 F;PE 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 ABCC155 Ply:2 SEAN:17349/T23/COMN Key Largo Al CUSTOM Qty: 1 FROM: DRW: T18 Wgt:322.0 lbs 03/11/15 7' 12'10"12 17' 189"8 24'10" 31'10" 7' 5'10"12 4'1"4 1'9"8 60"8 7' 12 =44X8 Ill 2CX4 -=3X4 =3X4 =4X8 5 p T _ r in A 3X8(B1) C'=3X8(81) 1= 10'1"2 1112X 4 =3X18[10] _�X5 =3X4[18 II H4 7'1"125'8"8 2'11"12 TTA 5'7" 7'1"12 7'1"12 12'10"4 15'10" 19'1"4 24'8"4 31'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Prin 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): 0.257 C 999 378 A 2683 /830 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.484 C 782 378 G 2683 /830 /- !- /- /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.051 B - - Wind reactions based on MWFRS Ld: 32.00 EXP:C HORZ(TL): 0.096 B +R- Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 I G Min Erg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.407 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.511 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.446 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 925 -2978 D-E 1189 -3765 Wind Duration:1.60 WAVE VIEW Ver:14.03.01 G.01 2Z23 B-C 1189 -3766 E-F 1182 -3752 Lumber Plate Shift Table C-D 1189-3765 F-G 924 -2974 Value Set:136(Effective 6/1/2013) JT Plate Lateral Chord JT Plate Lateral Chord Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP M-30 No Size Shift Bite No Size Shift Bite [10] 3X8 2.75 L 1.25 [18] 3X4 2.25 R 1.25 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP SS Dense Webs 2x4 SP#3 Purlins A-L 2711 -837 J-1 3786 -1200 L-K 2727 -840 I-H 2723 -839 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use purlins K-J 3786 -1200 H-G 2708 -837 to laterally brace chords as follows: Nailnote Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 31.83 Maximum Web Forces Per Ply(Ibs) Nail Schedule:0.131"x3",min.nails BC 120 0.15 31.69 Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"o.c. Apply purlins to any chords above or below fillers Bol Chord:1 Row @12.00"o.c. at 24"OC unless shown otherwise above. B-L 335 -51 E-1 198 -357 Webs :1 Row @ 4"O.C. B-K 1171 -394 I-F 1166 -389 Use equal spacing between rows and stagger nails Additional Notes C-K 197 -352 H-F 323 -48 in each row to avoid splitting. The overall height of this truss excluding overhang is K-E 13 -23 Special Loads 3-5-7. ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 pIf at 0.00 to 55 plf at 7.00 TC-From 28 plf at 7.00 to 28 plf at 24.83 TC-From 55 plf at 24.83 to 55 plf at 31.83 BC-From 10 plf at 0.00 to 10 pIf at 7.01 BC-From 5 pIf at 7.01 to 5 plf at 24.82 BC-From 10 pIf at 24.82 to 10 plf at 31.83 TC- 127 Ib Conc.Load at 7.01,24.82 TC- 177 lb Conc.Load at 9.06,11.06,13.06,15.06 16.77,18.77,20.77,22.77 BC- 703 Ib Conc.Load at 7.01,24.82 BC- 1001b Conc.Load at 9.06,11.06,13.06,15.06 16 77.18.77,20.77,22.77 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 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 ABCC155 TQty: :1 I EQN:17380/T51/COMN 2 ROM: DRW: Key Largo Al CUSTOM 03/11/15 T20 t:49.0 lbs 9. 11'11" 9' 2'11' -5X5 =3X3 12 B C 3 p m N 2X4(61) T 10'1"2 6"3 J -3X4 1112X4[1�] 9'3"8 E 27'8 9'3"8 11'11" Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) Loading Criteria(psf) Wind Criteria Loc R /U /Rw /Rh /RL /W TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Ud 9 U# TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.010 E 999 240 A 389 /116 /153 /- /- /3.5 BCU-: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.020 E 999 180 D d reactions/131 /149 /- / BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013E AWindlNidth Req MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.026E g q D Min Brg Width Req= - NCBCLL: 10.00 Mean Height:15.00 ft Code 1 Misc Criteria Creep Factor:1.5 Bearing A Fcperp=565psi. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.843 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.589 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.240 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 it FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 242 -561 B-C 250 -456 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) A-E 492 -281 E-D 1 -4 Top chard 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"l 3B"uses design values approved Webs Tens.Comp. Webs Tens. Comp. 1/30/2013 by ALSC B-E 268 -310 C-D 237 -410 E-C 630 -345 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [121 2X4 S 2.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 11.92 BC 75 0.15 11.92 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 2-9-3 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Business ness No 7547 4745 Sutton Pak Couis a fictitious name drt,Su to 4Jax 02,Jacksonvilex llle,IFL 321224-904 821t5200Florida Engineer APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC155 Ply:1 SEQN:17384/T60/MONO Key Largo Al CUSTOM Qty: 2 FROM: DRW: T22 Wgt:51.81bs / ... 03/11/15 6'1"4 11'11" 6'1"4 5'9"12 1112X4 C 12 3 p 3X4 B LO if) Cl) 2X4(61) T10'1"2 6"3 1112X4 1113X4[10b 5'11"8 5'11"8 5'11"8 11'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.035 E 999 240 A 389 /81 /153 /- /90 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.066 E 999 180 D 379 /104 /150 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.017 D A Min Brg Width Req= 1.5 g NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req=Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.360 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.475 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:In to 2h Rep Factors Used:Yes Max Web CSI: 0.532 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 266 -807 B-C 21 -56 Wind Duration:1.60 WAVE VIEW Ver:14.03.01G.0122.23 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) A-E 748 -341 E-D 745 -343 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"l 3B"uses design values approved Webs Tens.Comp. Webs Tens. Comp. 1/30/2013 by ALSC E-8 191 0 C-D 120 -131 Plate Shift Table B-D 354 -766 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [10] 3X4 S 2.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 11.92 BC 120 0.15 11.92 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 3-5-15 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 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 RIVERSIDE FILE COPY HOMES SUBDIVISION: Atlantic Beach Count Club LOT NUMBER: 155 MODEL: Key Largo Al CUSTOM - DESIGNEDICHECKED: KC/DB 1 RL E R SS ,�,t0" _._.._.._.___........., A DIYIl1011 0! I 2 402 ! I I !L J04PEX J0' c 11 f This drawing is not sufficient I i alone for installation. j Additional instructions accompanying this drawing, including BCSI-61, should be used in conjunction with the jarchitectural and structural plans during installation. If - i BCSI-61 has not been shipped to the site with T components shown onthis ! I page, please contact Apex Technology for a free copy. Permanent bracing for the building, including bracing to resist wind, seismic,or other lateral forces, and permanent bracing for all structural elements, is the responsibility of the Engi e f Record for the ra ilding IgA) y _ X002 a1VA�2F••' .G. l • 0 • 4 � • wF S/ IDA . 1 NO. 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE . FL, 32224-904.821.5200 J 15 5R -08 48 (�'C '2 L� L AF Ll" C-4 G EC)1 HA422 ............. THA422 2'- J13 THA'49 2 THA422 J13 HA422 POW, J13 THA422' 1 IHA42 E14 E� -----TH-A-422 H&4-2 E-6 Q THPAZZ THA422 .......... T H.0 2� THA422 FOR It ! 7— J>AIRS CHMNEY F(Q E". j FQm OPEN TO A90"VE FG EG, .......... Ir (n BACI V7 ;A cn o'l lu) ............. ...... ............ .......... APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC,, A FLORIDA CORPORATION FBPE CPL