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1675 Selva Marina Dr 2014 SFR 's f CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 14-00000133 Date 2/13/14 Property Address . . . . . . 1675 SELVA MARINA DR Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 325000 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LINDLEY TOLBERT DESIGN INC BOSCO BUILDING CONTRACTORS 465 BEACH AVE 2158 MAYPORT RD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-0320 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 1155 . 00 Plan Check Fee 577 . 50 Issue Date . . . . Valuation . . . . 325000 Expiration Date . . 8/12/14 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . A Right-of-Way Permit must be obtained. A Revocable Encroachment Permit must be obtained. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) THALTTI installed d PERMIT IS AI' D � S T ACMRDA WIL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. `s CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 .r INSPECTION PHONE LINE 247-5814 �r Page 2 Application Number . . . . . 14-00000133 Date 2/13/14 ---------------------------------------------------------------------------- Special Notes and Comments approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 17 . 33 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 17 . 33 UTIL REV PRE APP >3 HRS 50 . 00 -------------------- Fee summary Charged Paid Credited Due Permit Fee Total 1155 . 00 1155 . 00 . 00 . 00 Plan Check Total 577 . 50 577 . 50 . 00 . 00 Other Fee Total 234 . 66 234 . 66 . 00 . 00 Grand Total 1967 . 16 1967 . 16 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 Semtole Road, Atlantic Beach, FL 32233 Office 904) 247-5826 Fax (904) 247-' 545 Address: Se�Va 2233 Pe mit Number: Legal Description r m-z-ove Parcel # i rea Floor a q t. q, t Valuation of Work $ Phea roposed Work ted/cooled non-heated/cooled Class of Work(circle one): ew Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed! structure(s) (circle on Commercial ResideAtial If an existing structure,is a fire sprinkler yste installed? (Circle one): Yes No Florida Product Approval # ` For multiple products use pro uci approN'a r.win Y Describe in detail the type of work to be performed: h Property Owner Information: Name: ADL.£t' -Tole' �440 3C - Address: 41o8 13EftG+tilo, -7 City nc- e?px_-tt _ tale_ ip 32233 Ph ne E-Mail or Fax#(Optional) _ t Contractor Information: Company Name: Q u a I I fy i ng Agent: _4Btasc.-_:) Address:,0115'-3 I City CLAg4� State Zip 2.53 Office Phone 90 044- Job Site/Contact Number q0q-a33-Mo f Fax# ( Certification/Registration# 5D /� A�;hitect Name& Phone# �4 Engineer's Name& Phone# 11)VI— _ or Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address 4pplicatiwr is hereby made to obtain a permit to do the work and installations as indicated. l certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to t)lee(the slnndards of al/la►vs reg:tlatiiig construction in this jurisdiction. This permit becomes null and void tf work is not commenced within six(6)ntonlhs. or`/f eonstruciion or work is suspended or abandoned for a period of six(6)months at an),tine after or is commenced. /understand that Is permits must be secured for Electrical Work, Plumbing,Signs, R'ells, Pools, Furnaces, Boilers, Herders, Trucks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. hereby certh that/ t ve r a and examin f this application and know the sarne to be true and correct. ;i%provisions of laws and ordinances governing this vpe of work will be mp/ed it/Awl; he sF�eci ed herein ur tHyt. The granting of a permit does not eswne to give au violateicy vio/ate or cancel the ,rovisions(f'anv oth ede al, la or oc law regulating construction or the performance of construcr,'on.- signature of Owne Signature of Co*": ..or Tint Name �. ... Print Name TLjLy� �. ddJ'rG ...... . worn tQ and su cr•be _b fo e f Swor t and subscri a ore me D 20 t this 0 ARIA PIMIENTA Ot 1111C 2.�: ;"" Notary Public State of Florida Not t i C ' : Notary Public-State of Florida -"My Comm.Expires Jan 26,2015 =� :f=My Comm.Expires Jan 26,2015 oFF� A�` Commission EE 59080 %; oFv,��'isec1v61nioi sidrO#EE 59080 City of Atlantic Beach APPLICATION NUMBER rj Building Department To be assigned by the Building Department.) r 800 Seminole Road / Atlantic Beach, Florida 32233-5445 /7 Phone(904)247-5826 • Fax(904)247-5845 Jill E-mail: building-dept@coab.us Date routed: l City web-site: hftp://www.coab.us L -- APPLICATION REVIEW AND TRAC :NG FORM Property Address: /4*4 76' Silm—Mari-nd, 'bjrBu' nt review required Yes No Applicant: / ng &Zonindministrator Project: Alf 4 � /Y1 ublic Works u lic Utilities Public Safety i Fire Sen , -es Review fee $ Dept Signature Other Agency Review or Permit Required Review or Rece:rsf Date of Permit Verifiec' -y Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. []Denied. (Circle one.) Comments: rb" f^`eS4ll?1� l rye`' lolan3 W_ BUILDING OAWV- r4O&, +r'ZP�51 PLANNING &ZONING ��,�5 Reviewed by: Date: TREE ADMIN. Second Review: []Approved as revise ❑Denie(- PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denies.. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER Building Department RECEIVED (To be assigned by the Building Department.) 800 Seminole Road /�� j _ N Atlantic Beach, Florida 32233-5445 .SAN $ 1 2014 /,,/—Phone(904)247-5826 Fax(904)24 -5845 "� s3 T E-mail: building-dept@coab.us Date routed: l t7 City web-site: http://www.coab.us I BY: APPLICATION REVIEW AND TRACKING FORM Property Address: Ap 7:5- Sjlya� // arl*77e. 'br JP#P=cwnt review required Yes No Bu0i . Applicant: da za// Pla ninj & Zonin Tree Ad-,iriistrator Project: f(� ublic << s u lic Ut-lities Public Safety Fire Services 1 Review fee $ V Dept Signature I;vi/-- Other Agency Review or Permit Required Review or Recei;:r Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. [—]Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: A roved as revised. ❑ pp [:]Denier. 4PBLIC PSAFTY Comments: Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 S CITY OF ATLANTIC BEACH s� PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH, FL 32233 +a�Osill " (904) 270-2535 or (904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: 2/4/14 Project Address: 1675 Selva Marina Dr. No. of Units: 1 Commercial Residential X Multi-Family New Water Tap(s) & Meter(s) Existing_ Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City SewerJExisting Name: Bosco Building Applicant Address: City: State: FL Zip: Phone Number: Cell Number Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# Replacement of existing house that Water System Development Charge $ was already on water& sewer. Sewer System Development Charge $ Water Meter Only $ No fees required. Water Meter Tap $ Sewer Tap $ Cross Connection $ _ Other $ TOTAL $-0- APPROVED: 0APPROVED: Donna Kaluzniak 2/4/14 (Utility Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach APPLICATION NUMBER Building Department RECI F 'To be assigned by the Building Department.) 800 Seminole Road j � Atlantic Beach, Florida 32233-5445 /y" /33 Phone(904)247-5826 • Fax(904)24t-5845 JAIL 3 1 2 T;? E-mail: building-dept@coab.us 'Date routed: l City web-site: http://www.coab.us J APPLICATION REVIEW AND TRACKING FORM Property Address: 14P76- Ilea-7&0,77d, 2)r ent review required Yes No BuH di Applicant: / Pla ninc Znin o Tree Ad ,iistrator Project: ublic W^rks u lic �: �iies Public S:;'_cty Fire Services } Review fee $ Dept Signature /4' Other Agency Review or Permit Required Review or Rece Date of Permit Verific 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. ❑Denies: (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: e_ Date: TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Deni: PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date.- FIRE ate:FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 TOL -- _ - intedor design renovotion PALMWOOD LANE consultafion 67 RIGH)OF WAY ConcgA Design ConsuRan@s FR,ONK D U C R C H I T E C T U R E Loi 10 BOSCO tullGing Conr ers,nc. COMMERCIAL AND RESIDENTIAL 'E ,6..6: MW,' 904-241-0320 :aa In's�N N78'03'10"E 190.00' i/] wo y PPC N)C,N N smaoee T` .NN b' NOTE: I A FOUNDATION SURVEY 5 SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE C; \ I FOR THE SUILDIN4 4 I INSPECTOR'S USE PRIOR TO W FRAMIN4 INSPECTION. > I ALTERNATIVELY,ALL o 0 _ I " PROPERTY MARKERS SHALL BE EXPOSED AND A STRIN4 Q FRONT SE BACK I STRETCHED FROM MARKER Z3 _0f s oa±N ; �• � s K TO MARKER TO VERIFY > °D Q e -- a- REQUIRED SETBACKS. c 1 -x RCVI5IGN vii NORu.t swr i ¢LV4R5GD PLAN aL07_100 J u v 8 $W -E.n IF a ,D ffmn- -,)El-PLAt.J ,r_e•._� ° _s,-I. ___ .-( I -�-. 1 CARD UbLR P 1 stir O 1 DA -____ – ___ –�A _ _ • 0 1 Wednesday,January 15,2014 Lm aoPE mxot W . ____ _ PRO PLIA xorc Iq s/s'N®NL PL"T L5bLr— PFc. L- 578'03'10"W 190.00' Itn6' can se'.s•w ies.w ice) —L— w Lw .45/"""f\/O 6 ' O 1 U sq R. flou,5�: � Ir I flI 1f LOT 9 NE\\/ omL 1675 SLLVA MmuiA Dw r. ATLANTIC 5LACIJ fl- SCALE: LS ALE: 1"=20' 32233 ROPOSEP SITE PLAN SITE PLAN �I Ca44-"CATCD N ANY FORM OR 6Y ANY WAN3 WITIJOUT PRIOR\VWT CON OF LNDLCY T"MT M-,N NC PALMWOOD LANE W RI%R OF war LOT i0 C fNTI'i9.TE to58] RD) ip1"1D1/= R01 N78'0310"E 190.00' wwc wo c w rawo 1,r war In o w _ c 0 s j o e El _ - as•� "'o' S o_ sa� S3 r ew 0"- 6 y y N u 0/ 0 Ld 0 y _ o(n 3 fa S78'03'10"W 190.00' L Fuxols,'r uer. HEDULE C Iq N sy .5 sy wi ss ,ecc:art. LOT 9 SCALE: 1"=20' ORIGINAL SITE PLAN F coP�R14UT 2013 cn. LNPLr-Y TabL2T PL-'4N NC. ALL P 4'LIT,!)2ZL—%RVGD.NO PART Of TLb WORK 44Y 6C.uSCD.UPRODt h=PL5TPZuTLV DI SPLAYC.D M OTr-L>zWi: iXL�r CITY OF ATLANTIC BEAC S, Building Department f j 800 Seminole Road F ,� •; J Atlantic Beach,Florida 32233 ' s (904)247-5800 FILE +' PLAN REVIEW COMMENTS Permit Application # %`'/ — l 3 3 Property Address: /6 7 S Ma riy! a )0/'. Applicant: /JOSC o Project: /'Vf kt ' This permit application has been: Approved 0 Reviewed and the following items need attention: YvPV P-e(— 2—&-q y Please re-submit your application when these items have been completed. Reviewed By:_ Date: �2 S�l y City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone (904)247-5826 - Fax(904) 247-5845 9'' E-mail: building-dept@coab.us Date routed: l �� City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 14P ,6- Ilea- // arl*77d, 2)r JDepartMent review required Ye No Bud di Applicant: /7'f Pla ning &Zonin Tree Administrator Project: _ m Public Works u lic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receiptof 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: QApproved. ❑Denied. (Circle one.) Comments: BUILDING PLA14-KING-&-26NING Reviewed by: Date:-,,2 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 05/14/09 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH '' ' 800 Seminole Road, Atlantic Beach, FL 32233 FILE C Office (904) 247-5826 Fax (904)247-5845 Address: 2233 Permit Number: 141- 133 egal Description 30- fl&jParcel # oor Area ot Sq.P't. q, t Valuation of Work S Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): ew Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial Residential If an existing structure,is a fire sprinkler yste installed? (Circle one): Yes No N /A Florida Product Approval # 10 For multiple products use product-approva orm Describe in detail the type of work to be performed: h�p &.1 ",, p Property Owner Information: Name:LjAbLE!-e ToLe0Z'T T E!E 1A I4 .1 , IJL• Address:_ 13E1LA RJEIO14E: City WaA7 3T/L ej24C-fl- to e_ i 32233Ph 1 - ;8Lf-7440 E-Mail or Fax#(Optional) Contractor Information: n Company Name: . QualifyingAgent: _Edd -B se.) Address: City Z State Zip 322_33 Office Phone -0-3',2,2 Job Site/Contact Number W-,2355- q Fax#. -D3_ Certification/Registration#Rdy SDa Ia itect Name&Phone# ;;Ji4 Engineer's Name& Phone# D - a 0 Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address fT Application -s hereby made to obtain a permit 10do odo the work and installations as indicated. /certify that no work or installation has commenced prior to the issuance of a permit and that all work wrll be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void tf work is not commenced within srx(6)months, or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. /understand that separate permits must be secured for Electrical Work, Plumbing,Sigtrs, Wells, Pools, Furnaces, Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ►hereby certify that I ve r a and examin this application and know the same to be true and correct. All provisions of laws and ordinances governing this ape i work will be mpl ed it wh he specs ted herein or nVt. The granting of a permit does not presume to gyve au iry violate or cancel the �rovtstons any oth ede al, to or oc law regulating construction or the performance of construction. signature of Owne ( Signature of Corbcactor 'tint NameI Print Name 7ZJLY� /d ddfrC� iwo tQ and su cr'be b fo e L Sworn t and subscri a ore me D 20 '� this a 11 20 amus,, Jot bltc P--tMIENTA ARIA PIMIENTA '2. Notary Public-State of Florida NOt l C .' ` Not Public-State of Florida o My Comm. Expires Jan 26,2015 ;, mfr My Comm.Expires Jan 26,2015 OF,� '� Commission EE 59080 ""%,',FOF. �'Isec��ilm?�tidiON EE 59080 „�,�� i I ' DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING DE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: Development Size Habitable Space 3,-) 9 y s.jr Non-Habitable e ; r- Impervious area _L29�3% Miscellaneous Information Occupancy Group Oe- 3 Type of Construction _V 6 Number of Stories a Zoning District R S - L Max. Occupancy Load Fire Sprinklers Required -p-a- Flood Zone N N Conditions/Comments: i Doc#2014022064.OR BK 16674 Page 1582, NOTICE OF (A)IRINIENCEMFNT Number Pages- 1 Recorded 01-29;2014 at 01.44 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL V 3 3 COUNTY I'rrnlit No. RECORDING$10.00 'I�t. l:t.litlNt, --__"_ COPY I I If; l: Ul:ftSlGNf:D herehvdives notice that improvements ►'-ill he made to certain real property,ewd in accordanc ce .ith Section 713.11 of the Florida Statules. the follovine information is provided in this NOTICE Op,('Oti111h;NC'EMh;N'I. I.Description of'Street (fip)A dres!drscri/rriun): a�n en ��n,0v /►/� 1 al Street(%nhl:address: 1b1-5 ` I V lAAAVlA Y'INl`e ' I1TI W LL e_3 3 ?.General description of improvements: Yl —,j 3.Owner Information al Name and address: LiQlt ,EII-vl 'r0 -`- 1:>� fk3C h)Name and address of fee!simple_t�it_le older(if other than owner) t71%C (3n33� c) Interest in propertN, iU _ _ - � 41.Contractor Iniorrnation a)Name and address: l �� 5 'fir_ - a� Il►Telephone No.: OQT (37-2-33) �12 — o� /-� t2__ - -- _q0�{ /-03 ,24 S.Surety Information N/ Fax o.(Opt.) a)Name and address: -h)Amount of Mon(1: (,.I,ender ---- c►Telephone No.: Fax No.(Opt.)- - -- a)Name and address: --—-- Phone No. 7. Identity of person within the State of Florida desig ated hyo ner upon whom notices or other documents may be served: a)Name and address: b)Telephone No.: ___ _ — — Fax No.(Opt.) R.In addition ITT himself,owner deli ales the toll win — - p )—_.—__.----- ------ ---- - 13n K person to receive_a Fax of the Lienor's Notice as provided in Section 713.13(I)(b),Florida Statutes: a)Name and address: b)Telephone No.: —A _ Fax No.(Opt.) 9. -- --- Expiration date of Notice of('ommenc.ement(the exp' Nti date is one year from the d is specified): ate of recc►r(1inQ unlesc It 111t different rc WARNING TO OWNER: ANY PAYMENT'S MADE: BY T1111E OWNER AFTER H R TE EXPIRATION OF THE NOTICE OF COMMENCEMF,NT ARE CONSIDERED IAIPROPER PAYMENTS ANDER CHAPTER 713,PART I.SEC`T'ION 713.13, FLORIDA STATUTES,AND CAN RESIT r IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOT'10E OF COMMENCF,MF.N'r Mi 1S'r RE RF.CORDFD AND POSTED ON THE JOR SITE BEFORE THE FIRST INSPECT ION. IF YOU INTEND TO OBTAIN FINANCING,(;ON 1.1 YO IR LENDER OR AN AT-1'ORNEV UFFORE ('ON1MF,N('IN(. WORN Oil REX'ORDINC YOtlll NOTI('h:O1 (' ), MF:N '1; 1 f. til Allot Ml Llkll)A ct►urrr► Or 0"AL 10. signaturr UI ) 10 ) , hunr�tt( lia;r I)u�t JPmtnci Me cr Print Nanlc I he foregoing instrument Has acknuv,ledged be(irrc ore ibis (19 dd of 2O�3 ,h) LA P,cy—T as Ow rrn�1r� l„j,Cnil�(z (type of authurily,e.k. officer,truslee, a1tgulleN in (act)(of115Save Nftro r +�P E (name of party �Al /ch 1 of Nho ► '1 irunlenl wails e1i incd). Personally Known V_6I( Produced Idenlificalion Notary Siplialur 1 ype of Identification Produced Name(print) O ll Verification pursuant I(, Scclion 92.S125, 1 lorida Stalulcs. Lhidcl pcmilli(•.s of l urs. I c chic (hill I hack rchd the iui,and (hill the facts stated in it arc Iruc to the hcsl of ,IN knowledyc and hclirf. �� iqv�yr, r ,„rtw -ro.� r'OBrc, MARIA PI MIENTA • - Notary Public-State of Florida �1l :ate?My Comm.Expires Jan 26,2015 �'� ,oF�yd•'• Commission N EE 59080 Map Output Page 1 of 1 JAXGIS Property Information _ _ 1 � � � FILE COPY ' r r ` — i � t .l i it t .oa t �sift ER Varra, Address, Trans echo Book-Page aP ePanga/Descriptions iMshqlt oDe vxuatlo PAC P H c choo Schoo Mh ITA 1875 ayport one an ELVA MARINA D 0.29 09-2S-29E of ins of in iq i n orizonta 171997 000 INDLEV TOLBERT DESIGN INCATLANTIC BEAC 00000 66 165060050 409 ELVA MARINA UNI 5 A shSte n.- rise AT 2 lannln A A urtace A NA A A A 2233 OT 9 LK one ne is,. lev 300' http://maps.coj.net/WEBSITE/DuvalMapsSQL/toolbar.asp 2/5/2014 ¥ U } � � 2 ? E / _ a u 4 � ƒ cc � • ° ° � � .. VAN- # kj� Lai 52 § § LW6, ■ Q / ƒ / 4- C-1 W / \ \ _¥ X13 o � sa. 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Q•�cc O a> z 0 0 3 > .000 co `" N Lzl N F( F1LEt - 1 I I I 11111 Abaco - 1675 Selva Marina Atlantic Beach FL 32233 HVAC Load Calculations for Bosco Custom Homes 2158 Mayport Road Atlantic Beach, FL 32233 I oftware RHVACRESIDENTIAL AND LIGHT COMMERCIAL HVAC LOADS Prepared By: Jim Williams Home Energy Services 2080 Davis Road Jacksonville, FL 32218 904-757-3569 Friday, January 17, 2014 I Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. i Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Abaco-1675 Selva Marina Atlantic Beach FL 32233 Jacksonville,FL 32218 _ Pa e2 - -- Project Report General Project Information Project Title: Abaco- 1675 Selva Marina Atlantic Beach FL 32233 Project Date: Friday, January 17, 2014 Client Name: Bosco Custom Homes Client Address: 2158 Mayport Road Client City: Atlantic Beach, FL 32233 Client Phone: 904.241.0320 Client Comment: Company Name: Home Energy Services Company Representative: Jim Williams Company Address: 2080 Davis Road Company City: Jacksonville, FL 32218 Company Phone: 904-757-3569 Company Fax: 904-757-7104 Company E-Mail Address: jimwilliams@homebuildingstore.com design Data — - -- �-� Reference City: Jacksonville, Florida Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48 Check_Figures _ Total Building Supply CFM: 1,879 CFM Per Square ft.: 0.606 Square ft. of Room Area: 3,102 Square ft. Per Ton: 778 Volume (ft')of Cond. Space: 29,429 Building Loads Total Heating Required Including Ventilation Air: 40,899 Btuh 40.899 MBH Total Sensible Gain: 41,290 Btuh 86 % Total Latent Gain: 6,546 Btuh 14 % Total Cooling Required Including Ventilation Air: 47,836 Btuh 3.99 Tons(Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. i I I I _ Friday, January 17, 2014, 3:18 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Abaco-1675 Selva Marina Atlantic Beach FL 32233 Jacksonville,FL 32218 Page 3 Miscellaneous Report System 1 Main Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dr�r Bulb Wet Bulb Rel.Hum Rel.Hum D_ry Bulb _Difference; Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 System 2 Upstairs Outdoor _ Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb R@I.HUm Re1.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 Duct Sizing Inputs -- — --— � Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. _Outside Air Data - Winter Summer Infiltration Specified: 0.250 AC/hr 0.250 AC/hr 123 CFM 123 CFM Infiltration Actual: 0.250 AC/hr 0.250 AC/hr Above Grade Volume: X 29.429 Cu.ft. X 29.429 Cu.ft. 7,357 Cu.ft./hr 7,357 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 123 CFM 123 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(63 CFM) Summer Infiltration Specified: 0.250 AC/hr(63 CFM) ---System 2--- Infiltration & Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(59 CFM) Summer Infiltration Specified: 0.250 AC/hr(59 CFM) :Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From [No. Type Description Location Cellin� Leakage Insulation Area MDD_j 1` Supply Main Attic 16B 0.09 6 402 No 1 Return Main Attic 16B 015 6 74 No Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From No. Type Description _ Location Ceiling Leakage Insulation Area MDD 1 Supply Main Attic 16B 0.09 6 427 No 1 Return Main Attic 16B 015 6 79 No Friday, January 17, 2014, 3:18 PM -- -- - -------- -- -- Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.' Home Energy Services Abaco-1675 Selva Marina Atlantic Beach FL 32233 Jacksonville,FL 32218 _ _ Page 4 Load Preview Report -- -- _ -- --- - - - � Net Rec ft.' Sen Lat Net Sen Sys Sys Sys Duct Scope Ton Ton fTon Area Gain Gain Gain Loss Clg Act Size CFM CFM CFM Building 3.99 4.59 676 3,102 41,290 6,546 47,836 40,899 827 1,879 1,879 System 1 2.20 2.51 607 1,522 22.579 3,810 26.389 24,289 491 1,027 1,027 12x15 Duct Latent 740 740 Zone 1 1,522 22,579 3,070 25,649 24,289 491 1,027 1,027 12x15 i Great Room 431 7,949 1286 9235 6,215 126 362 362 4-6 2-Office 173 5,614 452 6,066 5,359 108 255 255 3-5 3-Dining 248 859 194 1,053 2,105 43 39 39 1-4 4-Bath 4 68 0 0 0 0 0 0 0 0-_O 5-Br 4 WIC 36 276 109 385 1,049 21 13 13 1-A 6-Bedroom 4 225 3,445 380 3,825 4,645 94 157 157 2-5 7-NIchen 341 4,436 649 5,085 4,916 99 202 202 2-5 System 2 1 79 2.08 760 1,580 18,711 2,736 21,447 16,610 336 851 851 10x16 Duct Latent 802 802 Zone 1 1,580 18,711 1,934 20,645 16,610 336 851 851 10x16 8-Loft 162 1,061 139 1200 1,196 24 48 48 1-A 9-Master Bedroom 374 5,418 427 5,845 4,387 89 246 246 3-5 10-M WIC 154 819 81 900 845 17 37 37 1--0 11-Master Bath 195 1,644 306 1,950 2,120 43 75 75 1-5 12-M Water Closet 18 570 98 668 730 15 26 26 1-4 13-Bedroom 2 255 3,742 369 4,111 2,901 59 170 170 2-5 14-Bath 2 48 119 0 119 84 2 5 5 1-4 15-Bath 3 40 427 58 485 539 11 19 19 1-4 16-Bedroom 3 255 3,797 369 4,166 3,065 62 173 173 2-5 17-Laundry 79 1,114 87 1,201 743 15 51 51 1-A I I I Friday, January 17, 2014, 3:18 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Abaco-1675 Selva Marina Atlantic Beach FL 32233 Jacksonville,FL 32218 Page 5 Duct Size Preview Room or T Minimum Maximum Rough. DesignSP Duct Duct Htg Clg Act. Duct Duct Name Velocity Velocity Factor L/100 Loss Velocity Length Flow Flow Flow Size System 1 Supply Runouts Zone 1 1-Great Room 450 750 0 0.1 460.5 126 362 4-6 2-Office 450 750 0 0.1 624.4 108 255 3--5 3-Dining 450 750 0 0.1 448 43 39 1-A 4-Bath 4 450 750 0 0.1 0 0 0 0-0 5-Br 4 WC 450 750 0 0.1 143.8 21 13 1-A 6-Bedroom 4 450 750 0 0.1 574.8 94 157 2-5 7-Kitchen 450 750 0 0.1 514 99 202 2-6 Other Duds in System 1 Supply Main Trunk 650 900 0 0.1 821.8 491 1,027 12x15 System 2 Supply Runouts Zone 1 8-Loft 450 750 0 0.1 553 24 48 1-4 9-Master Bedroom 450 750 0 0.1 602.6 89 246 3--5 10-M WIC 450 750 0 0.1 427 17 37 1-4 11-Master Bath 450 750 0 0.1 548.5 43 75 1--5 12-M Water Closet 450 750 0 0.1 297.2 15 26 1--4 13-Bedroom-2 450 750 0 0.1 624.3 59 170 2-5 14-Bath 2 450 750 0 0.1 62.3 2 5 1-A 15-Bath 3 450 750 0 0.1 222.9 11 19 1-4 16-Bedroom 3 450 750 0 0.1 633.5 62 173 2-5 17-Laundry 450 750 0 0.1 580.8 15 51 1-A Other Duds in System 2 Supply Main Trunk 650 900 0 0.1 766.2 336 851 10x16 Summary System 1 Heating Flow: 491 Cooling Flow. 1027 System 2 Heating Flow: 336 Cooling Flow: 851 I � I Friday, January 17, 2014, 3:18 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Abaco-1675 Selva Marina Atlantic Beach FL 32233 Jacksonville,FL 32218 Page 6 Total Building Summary Loads Component Area Sen Let Sen Description Quan Loss Gain Gain Gain 1OD-f: Glazing-French door, double pane low-e glass (e = 222.5 2,960 0 5,156 5,156 0.10), insulated fiberglass frame, u-value 0.35, SHGC 0.35 4A-6-o: Glazing-Double pane low-e (e = 0.20 or less), 394.6 5,250 0 8,640 8,640 high performance, operable window, a=0.05 on surface 2, any frame, u-value 0.35, SHGC 0.35 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 2595.4 6,706 0 3,778 3,778 cavity, no board insulation, siding finish, wood studs 166-30: Roof/Ceiling-Under Attic with Insulation on Attic 1596.7 1,941 0 2,759 2,759 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 22A-ph: Floor-Slab on grade, No edge insulation, no 170 8,772 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil 20P-19: Floor-Over open crawl space or garage, Passive, 80 152 0 56 56 R-19 blanket insulation, any cover Subtotals for structure: 25,781 0 20,389 20,389 People: 5 1,000 1,150 2,150 Equipment: 0 5,350 5,350 Lighting: 0 0 0 Ductwork: 9,996 1,542 9,596 11,138 Infiltration:Winter CFM: 123, Summer CFM: 123 5,122 4,004 2,561 6,565 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 2,244 2,244 Total Building Load Totals: 40,899 6,546 41,290 47,836 ------ .._--..__.--------__ __-- Check Figures ---- ----- ---- -- ----- - --- - ----- Total Building Supply CFM: 1,879 CFM Per Square ft.: 0.606 Square ft. of Room Area: 3,102 Square ft. Per Ton: 778 Volume(ft3)of Cond. Space: 29,429 Buildin "Loads Total Heating Required Including Ventilation Air: 40,899 Btuh 40.899 MBH Total Sensible Gain: 41,290 Btuh 86 % Total Latent Gain: 6,546 Btuh 14 % Total Cooling Required Including Ventilation Air: 47,836 Btuh 3.99 Tons(Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program.i Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. I � I Friday, January 17, 2014, 3:18 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Abaco-1675 Selva Marina Atlantic Beach FL 32233 I Jacksonville,FL 32218 _ - _ _ Page 7 Building Pie Chart Infiltration 13% Floor 22% Building Roof 5% Ductwork 24% Loss 40,899 Btuh Wall 16% Glass 20% Floor 0% Roof 6% ED Excursion 5% Wall 8% Infiltration 14% Building Gain 47,836 Btuh Glass 29% Ductwork 23% i People 4% Equipment 11 Friday, January 17, 2014, 3:18 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Abaco- 1675 Selva Marina Atlantic Beach FL 32233 Jacksonville,FL 32218 Page 8 System 1 Room Load Summary Htg Min Run Run Clg Clg Min - A7 Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Great Room 431 6,215 126 4-6 460 7,949 1,286 362 362 2 Office 173 5,359 108 3-5 624 5,614 452 255 255 3 Dining 248 2,105 43 1-4 448 859 194 39 39 4 Bath 4 68 0 0 0-0 0 0 0 0 0 5 Br 4 WIC 36 1,049 21 1-4 144 276 109 13 13 6 Bedroom 4 225 4,645 94 2-5 575 3,445 380 157 157 7 Kitchen 341 4,916 99 2-6 514 4,436 649 202 202 Duct Latent 740 System 1 total 1,522 24,289 491 22,579 3,810 1,027 1,027 System 1 Main Trunk Size: 12x15 in. Velocity: 822 ft./min Loss per 100 ft.: 0.104 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh. Net Required: 2.20 86% / 14% 22,579 3,810 26,389 Actual: 2.45 75% /25% 22,050 7,350 29,400 Equipment Clata Heating System Coolinq System Type: Air Source Heat Pump Air Source Heat Pump Model: CH13NA031""A CH13NA031""A Indoor Model: FFlENP030 Brand: 13 SEER PURON HP 13 SEER PURON HP Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 7.7 HSPF 13 SEER Sound: Capacity: 30000 29400 Sensible Capacity: n/a 22,050 Btuh Latent Capacity: n/a 7,350 Btuh AHRI Reference No.: n/a 5389854 Friday, January 17, 2014, 3:18 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc Home Energy Services Abaco-1675 Selva Marina Atlantic Beach FL 32233 Jacksonville,FL 32218 page 9 �S stem 2 Room Load Summary Htg Min Run Run CIg CIg Min Act Room Area Sens Htg Duct Duct Sens Lat CIg Sys [No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM --Zone 1--- -- 8 Loft 162 1,196 24 1-4 553 1,061 139 48 48 9 Master Bedroom 374 4,387 89 3-5 603 5,418 427 246 246 10 M WIC 154 845 17 1-4 427 819 81 37 37 11 Master Bath 195 2,120 43 1-5 548 1,644 306 75 75 12 M Water Closet 18 730 15 1-4 297 570 98 26 26 13 Bedroom 2 255 2,901 59 2-5 624 3,742 369 170 170 14 Bath 2 48 84 2 1-4 62 119 0 5 5 15 Bath 3 40 539 11 1-4 223 427 58 19 19 16 Bedroom 3 255 3,065 62 2-5 633 3,797 369 173 173 17 Laundry 79 743 15 1-4 581 1,114 87 51 51 Duct Latent 802 System 2 total 1,580 16,610 336 18,711 2,736 851 851 System 2 Main Trunk Size: 10x16 in. Velocity: 766 ft./min Loss per 100 ft.: 0.101 in.wg Cooling System Summary — n Cooling Sensible/Latent Sensible Latent Tota _ Tons Split Btuh Btuh Btuh Net Required: 1.79 87%/ 13% 18,711----------- 2,736 - -- — 21,447 Actual: 1.95 75%/25% 17,550 5,850 23,400 E ui ment Data --- __-- ----.—_-_—.—_-- Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: CH13NA024""'A CH13NA024"""A Indoor Model: FB4CNF024 Brand: 13 SEER PURON HP 13 SEER PURON HP Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 7.7 HSPF 13 SEER Sound: Capacity: 22000 23400 Sensible Capacity: n/a 17,550 Btuh Latent Capacity: n/a 5,850 Btuh AHRI Reference No.: n/a 5211580 I II j Friday, January 17, 2014, 318 PM . •'+Kv+iti:::.,.^ra�e�vf'a.-w�^!avraccss'^.a. FILE COPY FORM 405-10 r.• FLORIDA ENERGY EFFICIENCY CODE FOR BUILDI G CONST U ON Florida Department of Business and Professional Regulation - Residential Performance Method Project Name Abaco- 1675 Selva Marina Dr Atlantic Beach FL Builder Name Bosco Custom Homes Street 1675 Selva Marina Drive Permit Office Duval City,State,Zip Atlantic Beach,FL 32233- Permit Number Owner: Jurisdiction 261300 Design Location FL,Jacksonville 1 New construction or existing New(From Plans) 9 Wall Types(3164.5 sgft) Insulation Area 2 Single family or multiple family Single-family a Frame-Wood,Exterior R=19 0 3164 50 ft' b N/A R= ft' 3 Number of units,if multiple family 1 c N/A R= ft' 4 Number of Bedrooms 4 d.N/A R= ft' 5 Is this a worst case? No 10 Ceiling Types (1619.0 sgft.) Insulation Area a Under Attic(Vented) R=30.0 1619.00 ft 6. Conditioned floor area above grade(ft') 3102 b.N/A R- ft' Conditioned floor area below grade(ft') 0 c. N/A R= ft' 11.Ducts R ft' 7 Windows(605.8 sgft.) Description Area a. Sup:Attic,Ret:Main,AH:Attic 6 313 a U-Factor Dbl,U=0.35 605.85 ft' SHGC: SHGC=0.35 b. U-Factor: N/A f, 12.Goofing systems kBtuthr Efficiency SHGC: a.Central Unit 52.8 SEER:13.00 c U-Factor: N/A ft' SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor N/A fta.Electric Heat Pump 52.8 HSPF:7.70 SHGC: Area Weighted Average Overhang Depth: 3.931 ft. Area Weighted Average SHGC: 0.350 14.Hot water systems a.Natural Gas Tankless Cap:1 gallons 8. Floor Types (1619.0 sgft.) Insulation Area EF:0.590 a Slab-On-Grade Edge Insulation R=0.0 1522.00 ft' b. Conservation features b.Raised Floor R=19.0 97.00 112 None c.N/A R- ft' 15.Credits Pstat Glass/Floor Area: 0.195 Total Proposed Modified Loads: 51.67 PASS Total Standard Reference Loads: 69.04 I hereby certify that the plans and specifications covered by Review of the plans andOTHE ST.4 this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: _ Before construction is completed DATE: r / y ._. this building will be inspected for 0 t - - - -- — compliance with Section 553.908 • m I I hereby certify that this building, as designed, is in compliance Florida Statutes with the Florida Energy Code. COD WE OWNER/AGENT _ BUILDING OFFICIAL DATE: _ .. _ DATE .5 - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 1/17/2014 3 26 PM EnergyGauge4&USA FlaRes2010 Section 405 4 1 Compliant Software Page 1 of 6 PROJECT Title: Abaco- 1675 Selva Marina Dr Bedrooms 4 Address Type Street Address BuildingType: User Conditioned Area: 3102 Lot# Owner: Total Stories: 2 Block/SubDivision #of Units: 1 Worst Case: No PlatBook: Builder Name: Bosco Custom Homes Rotate Angle: 0 Street: 1675 Selva Marina Drive PermilOffice Duval CrossVentilation: County: Duval Jurisdiction: 261300 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL 32233- New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 3102 29469 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 3102 29469 Yes 5 4 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area JoistR-Value Tile wood Carpet 1 Slab-On-Grade Edge Insulatio Main 166 ft 0 1522 ft' ---- 0.3 0 0.7 2 Raised Floor Main __-- -__- 97 ft' 19 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 Metal 1811 ft' 0 ft' Medium 0.75 No 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1619 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 1619 ft' 0.11 Wood 1/17/2014 3 26 PM EnergyGauge®USA-FlaRes2010 Section 405 4 1 Compliant Software Page 2 of 6 WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V # Ornt To Wall Type Space R-Value Ft In FI In Area R-Value Eraction Absor_ Grade% 1 W Exterior Frame-Wood Main 19 20 0 10 0 200.0 ft' 0 0.8 0 2 N Exterior Frame-Wood Main 19 20 0 10 0 200.0 ft' 0 0.8 0 3 N Exterior Frame-Wood Main 19 9.5 0 10 0 95.0 ft' 0 0.8 0 4 W Exterior Frame-Wood Main 19 15.7 0 10 0 157 0 ft' 0 0.8 0 5 S Exterior Frame-Wood Main 19 12 0 10 0 120.0 ft' 0 0.8 0 6 S Exterior Frame-Wood Main 19 16 0 10 0 160.0 ft' 0 0.8 0 7 S Exterior Frame-Wood Main 19 5.5 0 10 0 55.0 ft' 0 0.8 0 8 S Exterior Frame-Wood Main 19 15 0 10 0 150.0 ft' 0 0.8 0 9 E Exterior Frame-Wood Main 19 15 0 10 0 150.0 ft' 0 0.8 0 10 E Exterior Frame-Wood Main 19 19.5 0 10 0 195.0 ft' 0 0.8 0 11 N Exterior Frame-Wood Main 19 17.5 0 10 0 175.0 ft' 0 0.8 0 12 S Exterior Frame-Wood Main 19 12 0 9 0 108.0 ft' 0 0.8 0 13 N Exterior Frame-Wood Main 19 17.5 0 9 0 157.5 W 0 0.8 0 14 W Exterior Frame-Wood Main 19 19.5 0 9 0 175.5 ft' 0 0.8 0 15 S Exterior Frame-Wood Main 19 7 0 9 0 63.0 ft' 0 0.8 0 16 S Exterior Frame-Wood Main 19 8 0 9 0 72.0 ft' 0 0.8 0 17 W Exterior Frame-Wood Main 19 11.5 0 9 0 103.5 ft' 0 0.8 0 18 N Exterior Frame-Wood Main 19 7 0 9 0 63.0 ft' 0 0.8 0 19 S .Exterior Frame-Wood Main 19 5 0 9 0 45.0 ft' 0 0.8 0 20 W Exterior Frame-Wood Main 19 3.5 0 9 0 31.5 ft' 0 0.8 0 21 S Exterior Frame-Wood Main 19 17 0 9 0 153.0 ft' 0 0.8 0 22 E Exterior Frame-Wood Main 19 15 0 9 0 135.0 ft' 0 0.8 0 23 E Exterior Frame-Wood Main 19 5 0 9 0 45.0 ft' 0 0.8 0 24 E Exterior Frame-Wood Main 19 15 0 9 0 135.0 ft' 0 0.8 0 25 N Exterior Frame-Wood Main 19 17 0 9 0 153.0 ft' 0 0.8 0 26 N Exterior Frame-Wood Main 19 7.5 0 9 0 67.5 ft' 0 0.23 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Wood Main None 0.2 0.1 0.1 0.010000 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation IntShade Screening 1 W 1 Vinyl Low-E Double Yes 0.35 0.35 80.0 ft' 7.5 ft 0 in 1 ft 0 in None None 2 N 2 Vinyl Low-E Double Yes 0.35 0.35 36.0 ft' 1 ft 0 in 10 ft 0 in None None 3 N 3 Vinyl Low-E Double Yes 0.35 0.35 18.0 ft' 19 ft 0 in 1 ft 0 in None None 4 W 4 Vinyl Low-E Double Yes 0.35 035 39.6 ft' 1 ft 0 in 1 ft 0 in None None 5 S 5 Vinyl Low-E Double Yes 0.35 0.35 18.0 ft' 1 ft 0 in 10 ft 0 in None None 6 S 6 Vinyl Low-E Double Yes 0.35 0.35 18.0 ft' 1 ft 0 in 10 ft 0 in None None 7 S 8 Vinyl Low-E Double Yes 0.35 035 36.0 ft' 1 It 0 in 10 ft 0 in None None 8 E 9 Vinyl Low-E Double Yes 0.35 0.35 40 0 ft' 6.5 It 0 in 1 It 0 in None None 1/17/2014 3 26 PM FnergyGaugeCR)USA-FlaRes2010 Section 405 4 1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 9 E 10 Vinyl Low-E Double Yes 035 0.35 22.5 ft' 6.5 ft 0 in 1 ft 0 in None None 10 N 11 Vinyl Low-E Double Yes 035 0.35 11 3 ft' 1 ft 0 in 10 ft 0 in None None 11 S 12 Vinyl Low-E Double Yes 035 0.35 16.5 ft' 1 ft 0 in 1 ft 0 in None None 12 N 13 Vinyl Low-E Double Yes 035 0.35 30.0 ft' 1 ft 0 in 1 ft 0 in None None 13 W 14 Vinyl Low-E Double Yes 035 0.35 80.0 ft' 7 ft 0 in 1 ft 0 in None None 14 S 16 Vinyl Low-E Double Yes 035 0.35 15.0 ft' 1 ft 0 in 1 ft 0 in None None 15 N 18 Vinyl Low-E Double Yes 0.35 0.35 6.0 ft' 19 ft 0 in 1 ft 0 in None None 16 S 19 Vinyl Low-E Double Yes 0.35 0.35 15.0 ft' 1 ft 0 in 1 ft 0 in None None 17 S 21 Vinyl Low-E Double Yes 0.35 0.35 15.0 ft' 1 ft 0 in 1 ft 0 in None None 18 E 22 Vinyl Low-E Double Yes 0.35 0.35 30.0 ft' 1 ft 0 in 1 ft 0 in None None 19 E 23 Vinyl Low-E Double Yes 0.35 0.35 9.0 ft' 1 ft 0 in 1 ft 0 in None None 20 E 24 Vinyl Low-E Double Yes 0.35 0.35 30.0 ft' 1 ft 0 in 1 ft 0 in None None 21 N 25 Vinyl Low-E Double Yes 0.35 0.35 15.0 ft' 1 ft 0 in 1 ft 0 in None None 22 N 26 Vinyl Low-E Double Yes 0.35 0.35 12.5 ft' 1 ft 0 in 1 ft 0 in None None 23 S 15 Vinyl Low-E Double Yes 0.35 0.35 12.5 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000300 2440.97 134.006 252.018 0.28439 4.96992 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 A Electric Heat Pump None HSPF:7.7 29.4 kBtu/hr 1 sys#1 1 B Electric Heat Pump None HSPF:7.7 23.4 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 A Central Unit None SEER: 13 29.4 kBtu/hr 882 cfm 0.75 1 sys#1 1 B Central Unit None SEER: 13 23.4 kBtu/hr 702 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.59 1 gal 70 gal 120 deg None 1/17/2014 3 26 PM EnergyGaugeC)USA-FlaRes2010 Section 405.4 1 Compliant Software Page 4 of 6 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' DUCTS / ----Supply---- ----Return---- Air CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler Cf UI25 OUT QN RLF Heat Cool 1 A Attic 6 300 ft' Main 69 ft' Default Leakage Attic cfm (Default) 1 1 1 B Attic 6 313 ft' Main 84 ft' Default Leakage Attic cfm (Default) 1 1 TEMPERATURES ProgramableThermostat: Y Ceiling Fans: Cooling (( ��Jan [[ ]j Feb [[ ]]Mar [ ]A r May [[XJ Jun X Jul rj Au rl Sep Oct Nov Dec Heatin [X1 Jan [X]Feb [X]Mar [ ]Apr l May E ]Jun Jul AuSeP Oct Nov Dec Ventin j J Jan j ]Feb [X]Mar [X]A r [ Ma ]Jun Jul Aug Se Oct HX Nov H Dec ThermostatSchedule: HERS 2006 Reference Hours ScheduleType 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 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 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 1/17/2014 3 26 PM EnergyGaugeC)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: 1675 Selva Marina Drive PERMIT #: Atlantic Beach, FL, 32233- MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK t Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. i Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can _ meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the ` primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters 1 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/knee walls 405.2.1 R-19 space permitting. 1/17/2014 3 26 PM EnergyGauge®USA FlaRes2010 Section 405 4 1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 75 The lower the EnergyPerformance Index, the more efficient the home. 1675 Selva Marina Drive, Atlantic Beach, FL, 32233- 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 3164.50 ft' b. N/A R= ft 3 Number of units,if multiple family 1 c N/A R= ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=30.0 1619.00 ft' 6. Conditioned Floor area(ft') 3102 b N/A R= ft' c. N/A R= ft' 7. windows" Description Area 2 a. U-Factor: Dbl,U=0.35 605.85 ft' 11•Ducts R ft a.Sup:Attic,Ret: Main,AH:Attic 6 313 SHGC: SHGC=0.35 b. U-Factor: N/A ft' SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor N/A ft' a.Central Unit 52.8 SEER:13.00 SHGC: d. U-Factor: _ N/A ft' 13.Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 52.8 HSPF:7.70 Area Weighted Average Overhang Depth: 3.931 ft. Area Weighted Average SHGC: 0.350 8. Floor Types Insulation Area 14. Hot water systems Cap: 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1522.00 ft' a. Natural Gas EF:0.59 b.Raised Floor R=19.0 97.00 ft' c. N/A R= ft' b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building O�gNE sTAT6 Construction through the above energy saving features which will be installed(or exceeded) a , � in this home before final inspection. Otherwise, a new EPL Display Card will be completed 111111- �,i.. •.,:;:: �,.•,. ,� based on installed Code compliant features. 0I' x v Builder Signature: Date: a Address of New Home: City/FL Zip: COD w1E ,Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405 4 1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name. Abaco- 1675 Selva Marina Dr Atlantic Beach FL Builder Name: Bosco Custom Homes Street: 1675 Selva Marina Drive Permit Office: Duval City, State,Zip: Atlantic Beach,FL ,32233- Permit Number. Owner Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air- ermeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access(except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. 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 extends behind piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separatinq 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 Bosco Site Information 1675 Selva Marina Drive,Atlantic Beach Structural Engineer of Record__ Geoffrey Wayne Gartner PE No 59328 _ FOAP E 7X BERM 113, • C � WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00) MWFRS TCLL 20 psf TCLL 40 psf 130 MPH(3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 10 psf Enclosed Structure(0.18) BCLL 10 psf BCLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category II(Res) FBC2010 Residential/TPI-2007 Design Program: ITW VIEW v11.01.00 This Package inicudes 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 1675SEMADR F01 1/28/2014 29 1675SEMADR J01A 1/28/2014 2 1675SEMADR F03 1/28/2014 30 1675SEMADR J02 1/28/2014 3 1675SEMADR F04 1/28/2014 31 1675SEMADR J02A 1/28/2014 4 1675SEMADR F05 1/28/2014 32 1675SEMADR J03 1/28/2014 5 1675SEMADR F06 1/28/2014 33 1675SEMADR J03A 1/28/2014 6 1675SEMADR F07 1/28/2014 34 1675SEMADR J04 1/28/2014 7 1675SEMADR F08 1/28/2014 35 1675SEMADR J05 1/28/2014 8 1675SEMADR F09 1/28/2014 36 1675SEMADR J07 1/28/2014 9 1675SEMADR F10 1/28/2014 37 1675SEMADR J08 1/28/2014 10 1675SEMADR F11 1/28/2014 38 1675SEMADR J09 1/28/2014 11 1675SEMADR F12 1/28/2014 39 1675SEMADR J10 1/28/2014 12 1675SEMADR F13 1/28/2014 40 1675SEMADR T01 1/28/2014 13 1675SEMADR F14 1/28/2014 41 1675SEMADR T01A 1/28/2014 14 1675SEMADR FG 1 1/28/2014 42 1675SEMADR T02 1/28/2014 15 1675SEMADR FG2 1/28/2014 43 1675SEMADR T03 1/28/2014 16 1675SEMADR FG3 1/28/2014 44 1675SEMADR T04 1/28/2014 17 1675SEMADR FG4 1/28/2014 45 1675SEMADR T05 1/28/2014 18 1675SEMADR FG5 1/28/2014 46 1675SEMADR T05A 1/28/2014 19 1675SEMADR FGE1 1/28/2014 47 1675SEMADR T06 1/28/2014 20 1675SEMADR FGE2 1/28/2014 48 1675SEMADR T06A 1/28/2014 21 1675SEMADR FGE3 1/28/2014 49 1675SEMADR T07 1/28/2014 22 1675SEMADR GE01 1/28/2014 50 1675SEMADR T07A 1/28/2014 23 1675SEMADR HJ01 1/28/2014 51 1675SEMADR T08 1/28/2014 24 1675SEMADR HJ01A 1/28/2014 52 1675SEMADR T08A 1/28/2014 25 1675SEMADR HJ02 1/28/2014 53 1675SEMADR T09 1/28/2014 26 1675SEMADR HJ03 1/28/2014 54 1675SEMADR T10 1/28/2014 27 1675SEMADR HJ04 1/28/2014 ®,,,,P�L.1111111 28 1675SEMADR J01 1/28/2014 .a> ^ � LL Al— f« Apex Technology n/0 °� o 0 Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. g Florida Engineer Business No.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 0 for an y particualr building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 Section ,•. �) J p i P .'•'��, 2 ,. With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 61G15-31.003 ofthe Florida Board of Professional Engineers ► 2014 Michael G. Kozlowski P.E.60839 Job#1675SEMAOR BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 3 53.15 35.00 4 02'00"00 J07 MONO 6.00/12 Pitch 1 -Ply 1 67.82 7.00 2 63.50 31.00 8 02'00"00 J08 JACK 6.00/12 Pitch 1 -Ply 1 67.82 17.00 2 39.83 25.00 3 51.69 34.00 8 04'00"00 J09 JACK 6.00/12 Pitch 1 -Ply 1 133.43 35.00 2 80.01 48.00 3 103.05 65.00 22 06'00"00 J10 EJACK 6.00/12 Pitch 1 -Ply 1 199.07 53.00 2 119.81 71.00 3 153.60 94.00 1 35'00"00 T01 HIPS 6.00/12 Pitch 1 -Ply 1 2622.25 1207.00 2 2622.24 1207.00 1 35'00"00 T01A HIPS 6.00/12 Pitch 1 -Ply 1 753.07 266.00 2 3897.81 2093.00 3 1210.04 657.00 2 35'00"00 T02 HIPS 6.00/12 Pitch 1 -Ply 1 1148.92 495.00 2 1148.92 495.00 2 35'00"00 T03 HIPS 6.00/12 Pitch 1 -Ply 1 1148.92 375.00 2 1148.92 375.00 2 35'00"00 T04 GABL 6.00/12 Pitch 1 -Ply 1 1148.92 520.00 2 1148.92 520.00 10 35'00"00 T05 COMN 6.00/12 Pitch 1 -Ply 1 1278.61 365.00 2 1279.23 365.00 2 34'08"08 T05A COMN 6.00/12 Pitch 1 -Ply 1 1266.63 229.00 2 1270.39 230.00 1 06'02"08 T06 HIPM 4.00/12 Pitch 1 -Ply 1 365.53 101.00 2 331.54 87.00 1 06'04"00 T06A HIPM 4.00/12 Pitch 1 -Ply 1 373.09 103.00 2 331.39 86.00 1 06'02"08 T07 HIPM 4.00/12 Pitch 1 -Ply 1 232.18 57.00 2 172.44 66.00 1 06'04"00 T07A HIPM 4.00/12 Pitch 1 -Ply 1 236.13 58.00 2 176.52 67.00 5 06'02"08 T08 MONO 4.00/12 Pitch 1 -Ply 1 232.18 51.00 2 172.44 71.00 7 06'04"00 T08A MONO 4.00/12 Pitch 1 -Ply 1 236.16 52.00 2 176.50 72.00 2 32'00"00 T09 HIPS 6.00/12 Pitch 1 -Ply 1 1477.44 800.00 2 3393.66 2021.00 3 -387.46 0.00 7 32'00"00 T10 COMN 6.00/12 Pitch 1 -Ply 1 849.02 237.00 2 1226.02 299.00 3 283.14 87.00 WOODFLOOR QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 15'08"06 F01 SY42 0.00/12 Pitch 1 -Ply 1 850.83 0.00 2 850.83 0.00 1 35'00"00 F03 SY42 0.00/12 Pitch 1 -Ply 1 922.54 0.00 Page 2 of 3 Z> Z ccmIm< (7 71 OD -1 m � � Ul = � W Cl) N pJ � ��TCOK O D . 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Z D D D D D o n n n n n C) ,C Oy Z 0 Z m SD ,m 1 0 'o o C m A mX mm n N � � U) n-Z:3 D D = w zo m � 0 =v n M m p o n mZ m X- I X p n X m< OW 0r �J0 �' c/) C) Z � � (AZZ � CnOZ � = w oN mmm 0 mmm � 0mO � ZD prD —iy ZD � D v, ccn � cn - cn (� z0DO@ D �zC� G7 D O 0 � 00 � mU) M m O 03 D c W 0 rm � 0 D00 z � C) z = o D O zn O D ' m p = m � D m 00 00 2c - - s \\ > } \ \_\ / / / \ \ \ / co \ / 2 ? > 8 w ol / \/ / \\ £\ / >/ )< - / �- _ z m / _ j H o M \ / \ z \ / » z \) § j o ,= c e = w jz @ % /( q ({ % \ jj g c {Z « 2 2 ƒ 7 >� m \ GYZƒ // / \ ow ml / E2 = / j 2 6 \\ \ 8 4 ± \ m >� � . o" j \ Co 0-» 00 + \ » J�Aj Q, 0 § % 3 g � � 0O � �p � / » o 2 O mm 2 ® / � d \_ � d e CD 2 � / / a �D Sm mm Z X � m �J �= c D Zcn o m REFER TO GABLE END z (� w BRACING DETAIL Dm D D mO r Q x r O_� N m m N z o N z D °m O G)m DZ m D x M X N Z N oD mQ mx < O m QO W ,Zm7 = n mS <o y0 DX � D O0 c D< p (n -i z m- 6i m2 � ZQ � c m N z m' O 0 U) m z mD N -ice (m oD n � j Omz o>0 = m = DD zI Q nZ x (_7Trl O O C O > N N mz N 0 0 m m 2 O m Cm mm m z D OD ' Q zz = x c c <p z N (n (n z Cn (n Oa Ob z� CI z� zO 1D 'M G co N me mm mrn N m Q c oN O --10 �om mcnz < n �o m� (-) i�: cr- cm � D O ;� SDcO � m -imm0 x s C -) m z C) C/) C) =m n m z �o z m Oro 0 o � - y 0 0 c u> D c p cn :< r m _ N 0 IN 0 ZSm CD) � -i (n0G) , Cr �a6 G) C� � z ° o � Il�i•�l c0 � _ � � � cn � � cz„ DC D m O oocmr � apc0Z O N m my - -IWC N � z - -< mnoor C O DzmQ � C7 m � < D cn D D � Zr Z O � C . r.�..� m m icf) /� r- Cn 1675SEMADR Ply 3 SEQN:3549/T27/FLOO 1675 Selva Manna Drive,Atlantic Beach Qty: 1 FROM: DRW: B01 Wgt:0.01bs / ... 01/28/14 T C A X10'1"2 17'5"8 17'5"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R U /Rw /Rh /RL /W TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - - C 8464 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - - D 6654 /- /- /- /- /5.5 BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 A C Min Brg Width Req= 3.1 Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 A D Min Brg Width Req= 2.4 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings C&D Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.000 Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI: 0.000 Chords Tens.Comp. C&C Dist a:NA ft Mfg Specified Camber: B-A 0 0 l:NA GCpi:NA Wind Duration:NA VIEW Ver:12.03.00.1116.02 Lumber 1.9E Microllam LVL design properties based on ICC ES ESR-1387,Reissued 1 Feb.2011. Nailnote Nail Schedule:0.131"x3",min.nails Member Rows @__"o.c.(Each Row) Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row to avoid splitting. 4"o.c.spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" ***Warning:Fastening of plies required— Special Loads ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) From 15 plf at 0.00 to 15 plf at 17.46 BC-1873 Ib Conc.Load at 0.79,2.79,4.79,6.79 BC-2115 Ib Conc.Load at 8.67 BC-1050 lb Conc.Load at 8.79,10.79,12.79,14.79 16.79 Additional Notes Floor Joist Header:1.750"x16.0"1.9E Microllam LVL Deflection meets U360 live and U360 total load. Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is -109-1-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. eAPVEX 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 1675SEMADR Ply:1 SEAN:8927/T18/SY42 1675 Selva Manna Drive,Atlantic Beach Qty: 1 FROM: DRW: F01 Wgt:84.0lbs / ... 01/28/14 2'6" '� 2'5,6--� (TYP) 1113 =RX8 III ff3 =ff3 Ille3 =3X8 11118X3 T M TH 1 10'1"2 L =3X8 =3X8 = 8 K J 3X13X8 15'8"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.226 D 808 360 L 851 /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.353 D 516 243 1 851 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.034 1 - - L Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.053 1 1 Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings L&I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.404 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.799 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.485 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -2369 I:NA GCpi:NA Plate Type(s): B-C 0-2381 E-F 0 -2369 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.13 C-D 0-2381 F-G 1 0 Lumber Top chord 42 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP#2-13B Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3-13B L-K 1473 0 J-I 1448 0 Lumber grades designated with"136"use design K-J 2653 0 values approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: M-L 0 -10 D-J 0 -314 Chord Spacing(in oc) Start(ft) End(ft) A-L 0 -106 J-E 0 -246 TC 24 0.25 15.45 L-B 0-1637 J-F 1018 0 BC 120 0.25 15.45 B-K 1003 0 F-I 0 -1616 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. K-C 0 -246 G-1 0 -103 K-D 0 -301 1-H 0 -10 End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. Additional Notes +2x6 continuous strongback.See detail STRBRIBR0211 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 !rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1675SEMADR Ply:1 SEAN:8929/T9/SY42 1675 Selva Manna Drive,Atlantic Beach Qty: 4 FROM: DRW: F04 Wg1:82.6Ibs / ... 01/28/14 2,6„ 2'1"4 (TYP) III1AX3 =AX 1Ile3 =�X3 III�X3 =RX8 1111(�3 T L + v 1 101 2 =3X8 =3X8 =4X4[11 3A 3 I H 15'2"12 7 Loading Criteria(pr) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/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): 0.213 D 844 360 K 839 /- /- /- / /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.333 D 540 240 H 824 - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.032 H - - K Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.050 H H Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing K 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: 0.781 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.499 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -2268 I:NA GCpi:NA Plate Type(s): B-C 0-2331 E-F 0 -2268 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.13 C-D 0-2331 F-G 0 0 Lumber Additional Notes Top chord 4x2 SP#2-13B +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP#2-13B STRBRlBR0211 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3-13B recommendations. K-J 1449 0 I-H 1320 0 Lumber grades designated with 136"use design Truss must be installed as shown with top chord up. J-I 2577 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is 1-4-0. Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Camp. JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite L-K 0 -10 D-1 0 -341 [11] W4X4 1.25R 1.25 A-K 0 -106 E-1 0 -249 K-B 0-1610 1-F 1049 0 Purlins B-J 976 0 F-H 0 -1501 In lieu of structural panels or rigid ceiling use purlins C-J 0 -246 G-H 0 -87 to laterally brace chords as follows: J-D 0 -272 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 15.10 BC 120 0.13 15.10 Apply pudins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray 'T-J� PE No.60839 PE No.58544 PE No.71457 1675SEMADR Ply:1 SEQN:9029/T19/SY42 1675 Selva Marina Drive,Atlantic Beach Qty: 3 FROM. DRW: F06 Wgt:105.0lbs / ... 01/28/14 �26 1,4„� (TYP) wr 1112X4 =4X8 1112X4 =D3X4 1112X4 =3X49 1112X4 =4X8 1112X4 T � P J 'v 1 10'1"2 3X8[5] =4X5 =4X8[11] O N M L K =3X8 =4X5[14] 19'8"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.384 E 599 360 O 1071 /- /_ /_ /_ /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.601 E 383 307 K 1071 /- /- /- / /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.047 K - - O Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.074 K K Min Brg Width Req= 3.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings O&K Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.288 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.499 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.862 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A_B 1 0 E-F 0 -4218 I:NA GCpi:NA Plate Type(s): B-C 0-3300 F-G 0 -2756 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.13 C-D 0-3300 G-H 0 -2756 Lumber Additional Notes D-E 0-4218 H-1 1 0 Top chord 4x2 SP M-31 +2x6 continuous strongback.See detail Bot chord 4x2 SP M-31 STRBRIBR0211 for bracing and bridging Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3-13B recommendations. Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"l 3B"use design Truss must be installed as shown with top chord up. O-N 1927 0 M-L 3764 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is N-M 4037 0 L-K 1118 0 1-4-0. Plate Shift Table Maximum Web Forces Per Ply(lbs) JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Webs Tens.Comp. Webs Tens. Comp. [5] W3X8 4.25 L 1.25 [9] W3X4 2.25 R 1.25 P-0 0 -10 M-F 502 0 [11] W4X8 4.00 R 1.25 [14] W4X5 2.75 R 1.25 A-0 0 -107 F-L 0 -1114 O-B 0-2142 G-L 0 -248 Purlins B-N 1518 0 L-H 1811 0 In lieu of structural panels or rigid ceiling use purlins C-N 0 -245 H-K 0 -1510 to laterally brace chords as follows: N-D 0 -815 1-K 0 -34 Chord Spacing(in oc) Start(ft) End(ft) D-M 200 0 K-J 0 -7 TC 24 0.13 19.33 E-M 0 -250 BC 120 0.13 19.33 Apply pudins to any chords above or below fillers at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.38"DL:0.22" recommended camber 1/4" End Vertical Attachment Attach notched end verticals)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1675SEMADR Ply:1 SEQN:8933/T48/SY42 1675 Selva Manna Drive,Atlantic Beach Qty: 2 FROM: DRW: FOS Wgt:50.4lbs / ... 01/28/14 63" —}— —}' 2'10"8 �— 2'6" (TYP) 3X4 i 1111X3 =38X4 III C 3 D IIIEX3 T ao� F�. v 101"2 3X4 =-3X3 J I H G 1111X3 -4X5 8'8"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(I-Q: 0.058 C 999 360 J 465 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.095 C 999 240 G 480 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.009 B - - J Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.016 B G Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing G Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.550 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.483 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.236 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 0 0 C-D 0 -768 I:NA GCpi:NA Plate Type(s): B-C 0 -767 D-E 1 0 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.13 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#2-13B Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2-13B J-1 734 0 H-G 765 0 Webs 4x2 SP#3-136 I-H 768 0 Lumber grades designated with"1313"use design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins A-J 0 -102 H-D 108 -27 to laterally brace chords as follows: J-B 0 -808 D-G 0 -851 Chord Spacing(in oc) Start(ft) End(ft) B-1 168 -60 E-G 0 -110 TC 24 -0.13 8.33 1-C 82 -18 G-F 0 -10 BC 102 -0.13 8.33 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"0"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation, Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 1675SEMADR Ply:1 SEAN:8935/T25/SY42 1675 Selva Manna Drive,Atlantic Beach Qty: 3 FROM: DRW: F10 Wgt:82.6lbs / ... 01/28/14 (TYP) III1AC3 =AX8 III PQ =6X3 IIIlM --V8 III 1(03 TL + 1 V K = 10'1"2 L3X =3X8 =3X4[11 3X8 I H 15'0"8 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.203 D 875 360 K 829 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.317 D 560 240 H 813 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.030 H - - K Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.048 H H Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing K Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.397 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.766 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.511 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-13 1 0 D-E 0 -2182 I:NA GCpi:NA Plate Type(s): B-C 0-2289 E-F 0 -2182 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.13 C-D 0-2289 F-G 0 0 Lumber Additional Notes Top chord 4x2 SP#2-138 +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP#2-13B STRBRIBR0211 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3-13B recommendations. K-J 1428 0 1-H 1211 0 Lumber grades designated with"136"use design Truss must be installed as shown with top chord up. J-1 2512 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is 1-4-0. 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 L-K 0 -10 D-1 0 -365 [11] W3X4 1 25 R 1.25 A-K 0 -106 E-1 0 -251 K-B 0-1587 1-F 1074 0 Purlins B-J 952 0 F-H 0 -1407 In lieu of structural panels or rigid ceiling use purlins C-J 0 -246 G-H 0 -77 to laterally brace chords as follows J-D 0 -247 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 15.04 BC 120 0.25 15.04 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1675SEMADR Ply:1 SEAN:8937/T24/SY42 1675 Selva Marina Drive,Atlantic Beach Qty: 3 FROM. DRW: F12 Wgt:194.61bs / ... 01/28/14 3"}2 �g q 16.3.'4 7 2 18.5.• Y 1��TYP'� x111-258-{ =3X3 W=3X4 1112X4 1112X4 1112X4 A B C D E F G H I J K L MN O P Q RS 1112X4 =3X8 2X4 =3X3 2X4 =-3X 2X4 =5X716 =4X8 W= X4 =3X4 2X4 =3X8 T a1LAE 1 �1or2 =3X8 W=10 =4 10[1bI 1-1 W=3A4 3X AD AC AB AA Z Y X W V U T =3X4 =3X8 =5X7[18] =4X8[23] =3X8 =4X5 T18'9"8 15'6"4 35' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.239 E 931 360 AC 1201 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.473 E 471 297 X 2271 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.032 A - - T 732 /- /- /- /- /5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.062 A AC Min Brg Width Req= 3.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 X Min Brg Width Req= 5.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.867 T Min Brg Width Req= 5.5 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.735 Bearings AC,X,&T Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.816 C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE,HS VIEW Ver:13.01.04.0627.13 A-B 2 -23 J-K 2797 0 Lumber Additional Notes B-C 134 -45 K-L 2797 0 C-D 0-2454 L-M 750 -1368 Top chord 4x2 SP#2-13B:T2 4x2 SP M-30: +2x6 continuous strongback.See detail D-E 0-2454 M-N 750 -1368 Bot chord 4x2 SP M-30:B3 4x2 SP#2-13B: STRBRIBR0211 for bracing and bridging E-F 0-2697 N-O 750 -1368 Webs 4x2 SP#3-13B recommendations. F-G 0-2697 O-P 34 -1887 Lumber grades designated with"136"use design This truss spaced @ 24.0"OC supports additional G-H 0 -2697 P-0 34 -1887 values approved 1/30/2013 by ALSC concentrated load at left end from 8.00'stud wall H-1 661 -558 Q-R 1 0 (13.75 PSF)supporting 0-0-0 roof spans with 0-0-0 1-J 661 -558 Plate Shift Table overhang.Roof load:30.00 psf LL and 25.00 psf DL. JT Plate Lateral Chord JT Plate Lateral ChordTruss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) No Size Shift Bite No Size Shift Bite The overall height of this truss excluding overhang is [7] W3X8 3.50 L 1.25 (15] W4X10 4.00 L 1.251-4-0. Chords Tens.Comp. Chords Tens. Comp. [16] W5X7 6.27 R 1.25 [18] W5X7 4.00 R 1.25AD-AC 44 -105 Y-X 0 -2156 [23] W4X8 2.75 R 1.25 AC-AB 1431 0 X-W 197 -1372 Purlins AB-AA 2852 0 W-V 197 -1372 In lieu of structural panels or rigid ceiling use purlins AA-Z 2852 0 V-U 1904 336 Z-Y 1896 -195 U-T 1230 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.00 34.62 Maximum Web Forces Per Ply(Ibs) BC 120 -0.13 34.62 Webs Tens.Comp. Webs Tens. Comp. Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. AD-A 12 -142 Y-J 2297 0 AD-B 237 -85 J-X 0 -1294 End Vertical Attachment AE-AD 7 -82 K-X 0 -247 Attach notched end vertical(s)to next end vertical B-AC 12 -389 X-L 0 -2072 using(3)qty 10d box or(0.128"x3"min)gun nails AC-C 0-1691 L-V 1543 0 through wide face or(3)qty.1-1/2"leg 16-Gage 1" C-AB 1131 0 N-V 0 -255 wide(minimum)Crown staples on each narrow face. D-AB 0 -252 V-0 0 -844 AB-E 29 -440 O-U 333 -19 E-Z 0 -293 P-U 0 -246 F-Z 0 -252 U-Q 727 -85 Z-H 1007 0 Q-T 0 -1367 H-Y 0-1600 R-T 0 -106 I-Y 0 -264 T-S 0 -10 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 1APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1675SEMADR Ply:1 SEQN:9038/T54/SY42 1675 Selva Marina Drive,Atlantic Beach Qty: 2 FROM. DRW: F14 Wgt:58.8 lbs ... 01/28/14 5'4„$ + 2'5"6 + 2,9„ �- 2'6" -{ (TYP) 1111FlX3 =3XB4[3] 11111X3 =33X4 111X3 T `°T � 3 v 1 10'1"2 =3X3 1111X3 =3X4 I H G F =4X5 10'6"14 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.210 C 589 360 l 583 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.371 C 333 240 F 568 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.044 B - - I Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.078 B F Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.663 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.571 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.341 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 C-D 0 -1122 1:NA GCpi:NA Plate Type(s): B-C 0-1116 D-E 0 0 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.13 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP M-30 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP M-30 I-H 911 0 G-F 1117 0 Webs 4x2 SP#3-13B H-G 1122 0 Lumber grades designated with"13B"use design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord J-1 0 -10 H-C 27 -121 No Size Shift Bite No Size Shift Bite A-1 0 -97 G-D 139 0 [3] W3X4 2.25 L 1.25 1-B 0-1013 D-F 0 -1230 B-H 364 0 E-F 34 -98 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 10.45 BC 120 0.13 10.45 Apply purlins to any chords above or below fillers at 24”OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. Additional Notes See detail STRBRIBRO211 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1675SEMADR Ply:2 SEAN:8941/T53/FLAT 1675 Selva Manna Drive,Atlantic Beach Oty: 1 FROM. DRW: FG2 W gt:156.8 1 bs 01/28/14 "7 1 � 2'0"9 3'11 5'10"4 8'3"8 I 10'3"8 11'3" 1111,11 15'2"12 J 2'0"9 + 1'10"13+ 1'10"13+ 1'11"1 2'S"4_ 2' 11"9 f 2'09 3X4[14] =4X5[18] 4X4[1] =4X4[5] =3X4[7] =3X4 1112X4 1112X4 =4X4[16] A B C D E F G H I T 101 z Li 4X4[4] =4PX4[6] =3GX4[8] =JX4 =3X4[13] L =4X4[15] K 1113,X4 G 1112X41'8"9 1'11"5 1'10"13 27" 2'3"12 1'1"5 =4X4[171]8"5 1'8"9 37"15 5'6"12 8'1"12 10'5"8 11'6"1 J15 1'11"9 I 15'2"12 f 13'6"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) OeflICSI 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): 0.200 E 912 360 R 1702 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.313 E 584 243 J 2115 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.036 A - - R Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.056 A J Min Brig Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing R Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.475 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.635 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.841 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A_B 0-1312 E-F 0 -3510 I:NA GCpi:NA Plate Type(s): B-C 0-2564 F-G 0 -3444 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.13 C-D 0-3405 G-H 0 -2701 Lumber Purlins D-E 0-3491 H-I 0 -1531 Top chord 2x4 SP M-30 In lieu of structural panels or rigid ceiling use purlins Bol chord 2x4 SP M-31 to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3-13B Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"1313TC 24 0.00 15.23"use design BC 120 0.00 15.23 R-Q 7 0 N-M 3510 0 values approved 1/30/2013 by ALSC Apply purlins to any chords above or below fillers O P 1529 0 M-L 2896 0 Nailnote at 24"OC unless shown otherwise above. P-0 2753 0 L-K 1787 0 The TC of this truss shall be braced with attached O-N 3506 0 K-J 11 0 Nail Schedule:0.131"x3",min.nails spans at 24"OC in lieu of structural sheathing. Top Chord:1 Row @ 5.50"o.c. Maximum Web Forces Per Ply(Ibs) Bat Chord:1 Row @12.00"o.c. Additional Notes Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails Truss must be installed as shown with top chord up. A-R 0 -829 N-E 12 -136 in each row to avoid splitting. The overall height of this truss excluding overhang is A-Q 1517 0 F-M 0 -479 1-4-0. 0-13 0 -802 M-G 874 0 Special Loads B_P 1233 0 G-L 0 -723 ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) P-C 0 -702 L-H 1088 0 TC-From 100 pIf at 0.00 to 100 pIf at 4.15 C-0 775 0 H-K 0 -950 TC-From 50 plf at 4.15 to 50 pIf at 15.23 BC-From 10 plf at 0.00 to 10 plf at 4.15 O-D 0 -375 K- 1767 0 BC-From 5 plf at 4.15 to 5 plf at 15.23 D-N 0 -16 1-J 0 -1031 TC- 465 Ib Conc.Load at 4.15,6.15 TC- 4551b Conc.Load at 8.29,10.29,12.29,14.29 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Ill W4X4 2.50 R 1.25 [41 W4X4 1.50 R 1.25 [5] W4X4 S 1.25 [6] W4X4 S 1.25 [7] W3X4 S 1.25 [8] W3X4 S 1.25 [13] W3X4 2.25 R 1.25 [14] W3X4 1.75 R 1.25 [15] W4X4 S 1.25 [161 W4X4 S 1.25 [17] W4X4 2.75 R 1.25 [18] W05 2.25 R 1.25 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 A P VEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1675SEMADR Ply:2 SEAN:9045/T7/FLAT 1675 Selva Manna Drive,Atlantic Beach Qty: 1 FROM. DRW: FG4 Wgt:70.01bs / ... 01/28/14 1'11"8 3'9"4 57'8 f 1'11"8 + 1'9"12 1'10"4 -4X4[1] 1112X4 =3X4 =3X4[8 "v 10'1"2 H =3X8[5] G F 1112X4 E 1112X4 1'10"8 2'2"12 1'6"4 1'10"8 4'1"4 - 57'8 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): 0.007 B 999 360 H 1438 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.026 B 999 240 E 1413 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 A - - H Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.005 A E Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.166 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.388 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.547 A-B 0-1040 C-D 0 -865 C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: B-C 0 -1040 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.13 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Purlins Chords Tens.Comp. Chords Tens. Comp Top chord 2x6 SP#2-13B In lieu of structural panels or rigid ceiling use purlins H-G 8 0 F-E 6 0 Bot chord 2x4 SP#2-13B to laterally brace chords as follows: G-F 1029 0 Webs 2x4 SP#3-13B Chord Spacing(in oc) Start(ft) End(ft) Lumber grades designated with"1313"use design TC 24 0.00 5.63 values approved 1/30/2013 by ALSC BC 68 0.00 5.63 Maximum Web Forces Per Ply(Ibs) Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. Nailnote at 24"OC unless shown otherwise above. A-H 0 -701 C-F 0 -561 Nail Schedule:0.131"x3",min.nails The TC of this truss shall be braced with attached A-G 1149 0 F-D 1009 0 Top Chord:1 Row @ 3.50"o.c. spans at 24"OC in lieu of structural sheathing. B-G 0 -524 D-E 0 -688 Bot Chord:1 Row @12.00"o.c. G-C 13 0 Webs :1 Row @ 4"o.c. Hangers/Ties Use equal spacing between rows and stagger nails Recommended hanger connections are based on in each row to avoid splitting. manufacturer tested capacities and calculations. Conditions may exist that require different connections Special Loads than indicated.Refer to manufacturer publication for ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) additional information. TC-From 300 plf at 0.00 to 300 plf at 5.63 Bearing at location x=0' uses the following BC-From 5 plf at 0.00 to 5 plf at 5.63 support conditions: TC- 568 Ib Conc.Load at 1.75,3.75 Simpson HTU26-2 w/(2)2x6 SP-#2_12A supporting member. (20)0.148"x3"nails into supporting Plate Shift Table member, JT Plate Lateral Chord JT Plate Lateral Chord (14)0.148"x3"nails into supported No Size Shift Bite No Size Shift Bite member. Ill W4X4 S 1.25 [5] W3X8 3.25L 1.25Simpson HTU26-2 w/(2)2x6 SP_SS_Dense_12A supporting member. [7] W3X4 2.50 R 1.25 [8] W3X4 1.50 R 1.25 (20)0.148"x3"nails into supporting member, Additional Notes (14)0.148"x3"nails into supported member. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 1675SEMADR Ply:1 SEAN:9048/T20/SY42 1675 Selva Manna Drive,Atlantic Beach Qty: 2 FROM: DRW: FGE1 Wgt:23.4 lbs ... 01/28/14 �-- VY4 1'2"8—� A B C D TCILL� J E "v 1ir 10'1"2 1112X4 III I H G F – 3'6" -i 3'6„ –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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 160 1 73 /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 160 F 287 /- /- /- /36.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 B - - I Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 B I Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings I&I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.216 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.038 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.013 Chords Tens.Comp. Chords Tens. Comp C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 0 0 C-D 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.13 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#3-13B Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#3-13B I-H 0 0 G-F 0 0 Webs 4x2 SP#3-13B H-G 0 0 Lumber grades designated with"136"use design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. Fasten rated sheathing to one face of this frame. J-1 0 -9 D-F 0 0 A-1 0 -58 F-E 0 -8 Plating Notes All plates are 1X3 except as noted. Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins B-H 0 -156 C-G 0 -101 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 3.25 BC 36 0.25 3.25 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. 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 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No,60839 PE No.58544 PE No.71457 1675SEMADR Ply:1 - SEQN:9054/T4/SY42 1675 Selva Manna Drive,Atlantic Beach Qty: 1 FROM. DRW: FGE3 Wgt:81.71bs / ... 01/28/14 1� 3„4� 1�� 1'2"8� r�z"s1'2"8� 1 2"8 1'2"8 1'2"8 rz�'8� r�� 1'2"8� 1'2"8 i z A B C D E F G H I J K LM a3 AB T N V- 1 10'1°2 qA Z Y X W V U T S R Q P 1112X4 1112X4 15'3"8 l 15'3"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 O 1657 /- /- /- /- /183 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 AA Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 M - - Bearing AA Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 B - - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.203 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 A-B 0 0 G-H 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.033 B-C 0 0 H-1 0 0 C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: C-D 0 0 I-J 0 0 1:NA GCpi:NA Plate Type(s): D-E 0 0 J-K 0 0 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.13 E-F 0 0 K-L 0 0 Lumber Additional Notes F-G 0 0 L-M 0 0 Top chord 4x2 SP#3-13B Truss must be installed as shown with top chord up. Bot chord 4x2 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3-1313 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. 1-4-0. Lumber grades designated with"1313"use design AA-Z 0 0 U-T 0 0 values approved 1/30/2013 by ALSC Z-Y 0 0 T-S 0 0 Y-X 0 0 S-R 0 0 Bracing X-W 0 0 R-Q 0 0 Sheathing is required for any Ion gitudinal(drag)forces. W-V 0 0 Q-P 0 0 All connections to be designed by the building V-U 0 0 P-0 0 0 designer. Fasten rated sheathing to one face of this frame. Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Camp. All plates are 1X3 except as noted. AB-AA 0 -9 M-0 26 0 A-AA 0 -59 O-N 0 -8 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Gable Forces Per Ply(Ibs) to laterally brace chords as follows: Gables Tens.Comp. Gables Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 14.92 B-Z 0 -150 H-T 0 -133 BC 120 0.13 14.92 C-Y 0 -129 I-S 0 -134 Apply purlins to any chords above or below fillers D-X 0 -134 J-R 0 -131 at 24”OC unless shown otherwise above. E-W 0 -133 K-Q 0 -144 F-V 0 -133 L-P 0 -108 End Vertical Attachment G-U 0 -133 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 eAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No,60839 PE No.58544 PE No.71457 1675SEMADR Ply: 1 SEAN:9006/T45/HIP_ 1675 Selva Manna Drive,Atlantic Beach Qty: 3 FROM: DRW: HJ01 Wgt:30.8Ibs / ... 01/28/14 L 4'9"158'4"5 8p"13 r- 4'9"15 3'6"6 ,8 C 23'9"10 12 4.24 p 2X4 B N (O M =3X4(B2)A T 20.7.. =4X4 E D 8'1"3 8'1"3 4'58 8 '13 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R !U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.011 B 999 240 A 226 /93 /- /4.2 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.012 B 999 180 D 264 /103 /- /- /- 11.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 D - - C 26 /23 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.011 E Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.62 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 4.2 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.335 D Min Brg Width Req=P C Min Brg Width Req= - - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.684 Load Duration:1.25 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.218 Bearing A Fcperp=565psi. C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/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:13.01.04.0627.13 Lumber A-B 233 -354 B-C 48 -63 Top chord 2x4 SP#2-13B Bot chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3-138 Chords Tens.Comp Chords Tens. Comp. Lumber grades designated with"13B"use design A-E 328 -210 E-D 0 0 values approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(Ibs) ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. TC-From 2 plf at 0.00 to 2 pit at 8.36 B-E 242 -369 BC-From 2 plf at 0.00 to 2 plf at 8.36 TC- 104 Ib Conc.Load at 2.87 TC- 207 Ib Conc.Load at 5.70 BC- 57 Ib Conc.Load at 2.87 BC- 115 Ib Conc.Load at 5.70 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 -0.06 -0.04 TC 24 -0.13 8.23 BC 75 -0.06 8.23 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 3-6-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1675SEMADR Ply:1 SEAN:9008/T29/HIP_ 1675 Selva Marina Drive,Atlantic Beach Qty: 2 FROM: DRW: Wgt:18.21bs / ... 01/28/14 HJ02 12 2.83 E-�- C ;3X4 g 11'3"9 3X4(C4) � -3X8(C4) A 10'1"2 10�"� 4'1"7 J';8 411117 4 "15 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 Ldefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.019 B 999 240 A 163 /11 !- /- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.041 B 880 180 D 38 /2 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 B - - C 108 /24 /- /- / /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.018 B 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= 4.9 TCDL:4.2 sf Bldg Code: FBC 2010 RES Max TC CSI: 0.310 D Min Brg Width Req= Soffit: 2.00 P g C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.088 gearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.094 C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.13 A-B 257 -266 B-C 27 -9 Lumber Top chord 2x4 SP#2-13B Bot chord 2x4 SP#2-13B :Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 2.475' Lumber grades designated with"l 3B"use design values approved 1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 4.12 BC-From 2 plf at 0.00 to 2 plf at 4.12 TC- 61 Ib Conic.Load at 2.87 BC- 21 Ib Conic.Load at 2.87 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 4.12 BC 49 0.00 4.12 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 1-5-15. 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 rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 1675SEMADR Ply:1 SEAN:9109/T1/HIP_ 1675 Selva Manna Drive,Atlantic Beach Qty: 4 FROM: DRW: HJ04 Wgt:33.6lbs / ... 01/28/14 4'311 8�G"9 4'3"11 4'1"6 '8 C 13'3"12 12 4.24 p 22X4B N io M 3X4(81) T A L 101 2 =4X4 E D 8'1"8 X? r 6,1"8 '51'{1'8 8'8"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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.007 E 999 240 A 225 /130 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.014 E 999 180 D 242 /151 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 E - - C 48 /23 /- /- 11.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.011 E 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= 7.8 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.349 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.757 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.168 Bearing A Fcperp=565psi. Spacing:24.0" p C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.13 A-B 224 -385 B-C 32 -56 Lumber Top chord 2x4 SP#2-1313 Bot chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3-13B Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"1313"use design A-E 364 -215 E-D 0 0 values approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 8.42 B-E 233 -396 BC-From 2 plf at 0.00 to 2 plf at 8.42 TC- 103 Ib Conc.Load at 2.94 TC- 206 Ib Conc.Load at 5.76 BC- 57 Ib Conc.Load at 2.94 BC- 115 Ib Conic.Load at 5.76 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 0.10 0.15 TC 24 0.00 8.42 BC 75 0.10 8.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 3-6-2. NOTES: 1_This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 A P VEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 1675SEMADR Ply:1 SEQN:9060/T40/JACK 1675 Selva Marina Drive,Atlantic Beach Qty: 2 FROM. DRW: J01A Wgt: 10.3 lbs / ... 01/28/14 12 6 C 3X4 B 1'10"2 3X4(C4)3X4(C4) o A 6"l 0 207' �- 8"4 � 2 _� 8 2' 21"8 Loading Criteria(psf) 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/defl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.001 B 999 112 A 113 /38 /101 1- /43 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.001 B 999 112 D 13 /14 /19 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B - - C 27 /40 /12 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 B Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:21.64 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.175 D Min Brg Width Req=P - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.044 C Min Brg Width Req= - Load Duration:1.25 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.017 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.13 Lumber A-B 187 -234 B-C 13 -50 Top chord 2x4 SP#3-13B Bot chord 2x4 SP#3-13B Rt Slider 2x6 SP#2-13B:BLOCK LENGTH= 1.833' Lumber grades designated with"l 3B"use 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 2.00 BC 24 0.00 2.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 1-6-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 1APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1675SEMADR Ply:1 SEQN:9066/T44/JACK 1675 Selva Marina Drive,Atlantic Beach Qty: 2 FROM: DRW: J02A Wgt:16.3lbs / ... 01/28/14 C kBf 22'10"2 6 3X4 =3X4 C4) N 3X4(C4� A 20'7" 4 18 4' 4' "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 /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.014 B 999 240 A 166 /57 /149 /- /89 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.019 B 999 180 D 44 /40 /63 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.016 B - - C 77 /73 /47 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.020 B Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.14 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5 TCDL:4.2 sf Bldg Code: FBC 2010 RES Max TC CSI: 0.331 D Min Brg Width Req= Load 2.00 P g C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.256 gearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.039 C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/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:13.01.04.0627.13 A-B 346 -443 B-C 36 -71 Lumber Top chord 2x4 SP#3-13B Bot chord 2x4 SP#3-13B Lt Slider 2x6 SP#2-13B:BLOCK LENGTH= 1.833' Lumber grades designated with '1313"use design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 4.00 BC 48 0.00 4.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 2-6-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE6X 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 1675SEMADR Ply:1 SEQN:9072/T421 EJAC 1675 Selva Manna Drive,Atlantic Beach Qty: 8 FROM. DRW: J03A Wgt:22.2 lbs 01/28/14 C 23'10"2 12 6 o_ io gg 3X4 B Cl) 3X4�G4�C4) T 6 10 zo'7° 6' - 6, 6 „$ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.043 B 999 240 A 229 /81 /205 /- /136 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.069 B 903 180 D 73 /66 /106 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.048 B - - C 127 /113 /78 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.077 B Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.64 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.699 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.625 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.069 Bearing A Fcperp=565psi. Spacing:24.0" p C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/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:13.01.04.0627.13 A-B 569 -727 B-C 58 -106 Lumber Top chord 2x4 SP#3-13B Bot chord 2x4 SP#3-13B Lt Slider 2x6 SP#2-13B:BLOCK LENGTH= 1.833' Lumber grades designated with"136"use 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 6.00 BC 72 0.00 6.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 3-6-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1675SEMADR Ply:1 SEAN:9081/T51/EJAC 1675 Selva Manna Drive,Atlantic Beach Qty: 4 FROM: DRW: J05 W gt:11.6 lbs 01/28/14 12 4 L�:-_- C 3X4 11'3"15 3X4(C3) B 2X4(C3) A 10'1"2 3' "i8 f 3 "8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.004 B 999 208 A 134 /23 /85 /- 135 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.009 B 999 180 D 28 /- /10 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 B - - C 53 /34 /24 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.005 B Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.184 D Min Brg Width Req= BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.059 C 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: 0.078 C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.13 A-B 280 -315 B-C 18 -27 Lumber Top chord 2x4 SP#3-13B Bot chord 2x4 SP#3-13B Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 1.750' Lumber grades designated with"l 3B"use design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows. Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 36 000 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 1-6-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No60839PE No.58544 PE No.71457 1675SEMADR Ply:1 SEQN:9106/T56/JACK 1675 Selva Manna Drive,Atlantic Beach Qty: 8 FROM: DRW: J08 Wgt:6.1 lbs 01/28/14 12 6 B 11'4"4 0 3X4(B2) A 61,10 10'1"2 C i 2' "i8 2' 211118 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 68 /16 /58 /- /34 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 29 /24 /40 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B B 52 /34 /31 /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.001 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= 5.5 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.159 C Min Brg Width Req= Load 2.00 P B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.067 gearing 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%(0.0%)/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:13.01.04.0627.13 A-B 23 -63 Lumber Top chord 2x4 SP#3-138 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3-13B Chords Tens.Comp. Lumber grades designated with"138"use design values approved 1/30/2013 by ALSC A-C 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(ft) TC 24 0.06 2.00 BC 22 006 2.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 1-6-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer �APEX Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1675SEMADR Ply:1 SEQN:9098/T34/EJAC 1675 Selva Marina Drive,Atlantic Beach Qty: 22 FROM: DRW: J10 Wgt:18.0lbs / ... 01/28/14 B 13'4"4 12 6 0 co i*> 3X4(B2) T A 10'1"2 C 6 � 8 6' 6 1"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 199 /53 /173 /- /105 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 86 /70 /120 /- /- 11.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 C B 154 /94 /94 1- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.018 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= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.902 C Min Brg Width Req=P B Min Brg Width Req= - - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.731 Load Duration:1.25 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A Fcperp=565psi. C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/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:13.01.04.0627.13 Lumber A-B 69 -117 Top chord 2x4 SP#3-13B Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with 136"use design Chords Tens.Comp. values approved 1/30/2013 by ALSC A-C 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(ft) TC 24 0.06 6.00 BC 70 0.06 6.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 3-6-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 1APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 1675SEMADR Ply:1 SEQN:9012/T50/HIPS 1675 Selva Marina Drive,Atlantic Beach Qty: 1 FROM. DRW: T01A Wgt:168.0lbs / ... 01/28/14 6' 10'10"14 15'6"10 17'6" 22'0"12 29' 35' 6' 4'10"14 4'7"12 1'11"6 46"12 6'11"4 6' 12 =5X7 =4X4(10] 1112, 4 =H0310 =4)8,5[19] T3 =5X7 6 � G uu E r T1 o (a) �(a) H:!!!!�\3X4(C4) :(a) 3X4 3X4 B2 1 =3X4(C4) - � 1- 20.7„ 1112X4 =34 = M = X4 III 4 P O N =6X10 L 3X8 B3 J ^q 15'6"10 18'9"2 6'1"12 4'5"2 15"2 3'6"10 6'10"6 7" 5'10"4 6'1"12 6'112 10'6"14 12' 15'6"10 22'5" 2 28'10"4 35' Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.092 J 999 240 A 753 /266 /- /- / 115 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.185 J 999 223 M 3898 /2092 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.079 H - - 1 1210 /657 /- /- / /3.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.153 H Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.64 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5 TCDL:4.2 sf Bldg Code: FBC 2010 RES Max TC CSI: 0.880 M Min Brg Width Req= Soffit: 2.00 P g 1 Min Brg Width Req= 3.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.993 Bearings A,M,&I Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.859 C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.13 Lumber Plate Shift Table A-B 437 -1252 E-F 1745 -920 B-C 0 -410 F-G 810 -1272 Top chord 2x4 SP M-30:T1 2x4 SP#2-13B: JT Plate Lateral Chord JT Plate Lateral Chord C-D 1745 -920 G-H 1061 -1861 33 2x4 SP M-31: No Size Shift Bite No Size Shift Bite D-E 1745 -920 H-1 1124 -1966 Bot chord 2x4 SP#2-13B:B3 2x4 SP M-30: [10] W4X4 2.50 R 1.50 [191 W4X5 1.75 R 1.50 Webs 2x4 SP#3-13B Rt Slider 2x6 SP#2-13B:BLOCK LENGTH= 1.833' Purlins Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with '136"use design In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. values approved 1/30/2013 by ALSC to laterally brace chords as follows: A-P 1050 -351 M-L 1226 -785 Chord Spacing(in oc) Start(ft) End(ft) P-0 1070 -354 L-K 1603 -909 Bracing TC 24 0.06 35.00 O-N 346 47 K-J 1603 -909 (a)Continuous lateral bracing equally spaced on BC 66 0.06 34.23 BC 66 12.00 12.00 N-M 346 -47 J-I 1587 -902 member. BC 66 23.00 23.00 Special Loads BC 66 34.23 35.00 Maximum Web Forces Per Ply(Ibs) Apply pudins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) at 24"OC unless shown otherwise above. TC-From 56 plf at 0.00 to 56 pIf at 6.00 B-P 439 -75 M-F 1903 -3220 TC-From 28 plf at 6.00 to 28 plf at 17.50 Wind B-0 486 -898 F-L 540 -299 TC-From 28 pit at 17.50 to 28 plf at 29.00 Wind loads and reactions based on MWFRS. O-C 749 -226 L-G 116 -454 TC-From 56 plf at 29.00 to 56 pIf at 35.00 C-M 1045-2363 J-G 422 -191 BC-From 10 plf at 0.00 to 10 plf at 6.01 Right cantilever is exposed to wind BC-From 5 plf at 6.01 to 5 plf at 12.00 Right bottom chord exposed to wind. D-M 490 -764 BC-From 5 plf at 12.00 to 5 plf at 23.00 BC-From 5 plf at 23.00 to 5 plf at 28.99 Bearing Block(s) BC-From 10 pIf at 28.99 to 10 pIf at 35.00 TC- 180 Ib Conc.Load at 6.01 Brg blocks:0.131"x3",min.nails TC- 154 lb Conc.Load at 8.06,10.06,12.06,14.06 brg x-loc #blocks length/blk #nails/blk wall plate TC- 127 Ib Conc.Load at 16.06,17.50,18.94,20.94 2 15.405' 1 12" 5 SP Standard 22.94,24.94,26.94 Brg block to be same size and species as chord. TC- 229 Ib Conc.Load at 28.99 Refer to drawing CNNAILSP0109 for more information. BC- 350 Ib Conc.Load at 6.01 BC- 86 lb Conc.Load at 8.06,10.06,12.06,14.06 Additional Notes BC- 73 Ib Conc.Load at 16.06,17.50,18.94,20.94 The overall height of this truss excluding overhang is 22.94,24.94,26.94 3-6-10. BC- 376 Ib Conc.Load at 28.99 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 Eli PE No.60839 PE No.58544 PE No 71457 1675SEMADR Ply:1 SEQN:8995/T38 HIPS 1675 Selva Manna Drive,Atlantic Beach Qty: 2 FROM: DRW: T03 Wgt:166.6lbs / ... 01/28/14 6'0"12 10' 17'6" 25' 28'11"4 35' 6'012 3'11'4 7'6" T6" 3'11"4 6'012 =5X7 1112_)(4 -5X7 12 6 2X4 B F 2X4-4X5(82f7KL7D ,Og - G=4X5(82) bio 20'7" 4 =3X = =37 - 4 L K J H 10' 2' S•g• 5.6.. 2' t0' 10' 12' 176" 23' 25' 35' Loading Criteria(psf) 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/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.187 D 999 418 A 1149 /375 /524 /- /131 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.366 D 999 418 G 1149 /375 /524 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.073 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.144 H A Min Brg Width Req= 3.5 NCBCLL: 10.00 Mean Height:23.64 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.715 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.970 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.380 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 991 -2040 D-E 1065 -1963 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.13 B-C 925-1808 E-F 925 -1808 C-D 1065-1963 F-G 991 -2040 Lumber Top chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2-13B Webs 2x4 SP#3-138 Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"13B"use design A-L 1742 -807 J-1 1582 -652 values approved 1/30/2013 by ALSC L-K 1582 -651 I-H 1582 -652 K-J 1582 -651 H-G 1742 -807 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(Ibs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 35.00 B-L 201 -214 J-E 509 -247 TC 24 10.00 10.00 C-L 306 -54 E-H 306 -54 TC 24 25.00 25.00 C-J 509 -247 H-F 201 -214 BC 94 0.06 34.94 D-J 300 -452 BC 94 12.00 12.00 BC 94 23.00 23.00 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 5-6-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Flonda Engineer 1APEX Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1675SEMADR Ply:1 SEON:8998/T37/COMN 1675 Selva Manna Drive,Atlantic Beach Qty: 10 FROM: DRW: T05 Wgt:172.2lbs / ... 01/28/14 5'11" 8'10"9 11'11"11 17'6" 23'0"5 26'17 29'1" 35' 5'11" 2'11"8 3'1"2 5'6"5 5" 3'1'2 2'11"8 E=5X5 12 83X4 D F 3X4 6 o 3X8 C C''3n M ,2X4 B (a) (a) H.r2X4 =5X5(82 1=5X5(82) c1-0 _+207' -3X4 - uliiu =3X8 =Wio =3X4 N M @ L K J 8'6"12 3'5"4 5'6" 56" 3""48'6"12 8'6"12 12' 17'6" 23' 26'5"4 35' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.203 L 999 418 A 1279 /364 /521 /- /229 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.368 L 999 418 1 1279 /364 /521 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.092 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.166 J A Min Brg Width Req= 3.5 NCBCLL: 10.00 Mean Height:25.51 ft Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.810 Bearings A&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.976 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.654 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens, Comp. GCpi:0.18 Plate Type(s): A-B 929 -2345 E-F 729 -1561 Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.13 B-C 883 -2141 F-G 896 -2067 Lumber Additional Notes C-D 896 -2066 G-H 883 -2143 Top chord 2x4 SP#2-136 The overall height of this truss excluding overhang is D-E 729 -1561 H-1 929 -2346 Bot chord 2x4 SP#2-13B:82 2x4 SP M-30: 9-3-10. Webs 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"l 3B"use design Chords Tens.Comp. Chords Tens. Comp. values approved 1/30/2013 by ALSC A-N 2015 -738 L-K 1688 -528 N-M 1688 -527 K-J 1688 -528 Bracing M-L 1688 -527 J-1 2016 -737 (a)Continuous lateral bracing equally spaced on member. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-N 244 -259 L-F 323 -555 to laterally brace chords as follows: N-D 371 -134 F-J 372 -134 Chord Spacing(in oc) Start(ft) End(ft) D-L 323 -554 J-H 244 -259 TC 24 0.06 35.00 E-L 1041 -421 TC 24 8.88 8.88 TC 24 17.50 17.50 TC 24 26.12 26.12 BC 95 0.06 34.94 BC 95 12.00 12.00 BC 95 23.00 23.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1675SEMADR Ply:1 SEQN:9088/T31/HIPM 1675 Selva Marina Drive,Atlantic Beach Qty: 1 FROM. DRW: T06 Wgt:30 8 lbs / ._ 01/28/14 3' 6,2„8 r 3' + 3,2„8 12 4 D =4X8 1112X4 C D 3X4 B T 2X4(C3)(C3) h A T r- 10'1"2 F E 8"4 1112X4 --3X3[131 5'6"4 --i 3'1"12 3'0"12 f 3,112 + 6,2„8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.008 F 999 240 A 366 /101 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.014 F 999 180 E 332 /87 - BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.004 B A Min Brg Width Req= 3.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.283 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.215 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.110 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 146 -557 C-D 4 -14 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.13 B-C 119 -473 Lumber Wind Top chord 2x4 SP#2-13B Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2-13B Left cantilever is exposed to wind Chords Tens.Comp. Webs 2x4 SP#3-13B F-E 435 -105 :Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 1.750' Additional Notes Lumber grades designated with"1313"use design The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC 1-6-5. Webs Tens.Comp. Webs Tens. Comp. Special Loads C-F 80 0 D-E 50 -135 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-E 108 -451 TC-From 55 plf at 0.00 to 55 plf at 3.00 TC-From 55 plf at 3.00 to 55 plf at 6.21 BC-From 10 plf at 0.00 to 10 plf at 2.96 BC-From 5 plf at 2.96 to 5 plf at 6.21 TC- 108 Ib Conc.Load at 2.96 TC- 53 Ib Conc.Load at 4.06,5.06 BC- 38 Ib Conc.Load at 2.96 BC- 28 Ib Conc.Load at 4.06,5.06 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [13] W3X3 S 1.75 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 6.21 BC 75 0.00 6.21 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 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1675SEMADR Ply:1 SEQN:9001/T23/HIPM 1675 Selva Marina Drive,Atlantic Beach Qty: 1 FROM. DRW: T07 Wgt:29.4 lbs ... 01/28/14 5' 6'2"8 1"8 5, 1 121112X4 4 =4X4 C D f3X4 � =2X4(C3)3X4(C8 N A 10'1"2 F E 1112X4 1112X4 5'1"12 1'012 �5'1"12"12 6'2"13 "I 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): 0.029 B 999 240 A 232 /56 /136 /- /58 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.058 B 999 180 E 172 /66 /84 /- /- /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.019 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.039 B A Min Brg Width Req= 3.5 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 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.267 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 lost TPI Std: 2007 Max BC CSI: 0.229 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.156 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp GCpi:0.18 Plate Type(s): A-B 561 -625 C-D 25 -25 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.13 B-C 4 -57 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2-138 Bot chord 2x4 SP#2-13B Chords Tens.Comp. Webs 2x4 SP#3-13B F-E 25 -25 Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 1.750' Lumber grades designated with"138"use design Maximum Web Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Purlins C-F 154 -96 D-E 77 -62 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 6.21 BC 75 0.00 6.21 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 2-2-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1675SEMADR Ply:1 SEQN:9003/T3/MONO 1675 Selva Marina Drive,Atlantic Beach Qty: 5 FROM: DRW: T08 Wgt:25.21bs / ... 01/28/14 12 1112X4 C 4 N 3X43X4B 2X4(C3)A 3 ) N Ts 10'1"2 D 8"4� 1112X4 6'2"8 "18 6'2"8 614.1 Loading Criteria(psi) 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 Ll# Loc R U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.036 B 999 240 A 232 /51 /136 /- /73 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.072 B 894 180 D 172 /70 /97 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.047 B A Min Brg Width Req= 3.5 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= p Soffit2.00 TCDL:4.2 sf Bldg Code: FBC 2010 RES Max TC CSI: 0.368 Bearing A Fcperp=565psi. : Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.245 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.221 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:9.00 ft FT/RT:30.0°/(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 807 -893 B-C 24 -53 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.13 Lumber Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Top chord 2x4 SP#2-13B Bot chord 2x4 SP#2-13B C-D 149 -130 Webs 2x4 SP#3-136 Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 1.750' Lumber grades designated with '13B"use 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 6.21 BC 75 0.00 6.21 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 2-7-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 1675SEMADR Ply:1 SEAN:9133/T16/HIPS 1675 Selva Marina Drive,Atlantic Beach Qty: 2 FROM: DRW: T09 Wgt:148.4lbs I / ... 01/28/14 g 12'2"9 18' 23'6"1226' 32' 6. 6.2.•9 5•g••7 5'6"12 2'5"4 6' T2 TT 12 5X7 -3 C[10] =55X5 = XE[18] F1010 6 T (a) (a) W 5X5(B2)A �3X4(B2) 1 s1 10'1'2 1112X4 =3X4 =H0310 =4X10[17 B2 I 1112'X4 M L K J =4X5[19] _ 23'9"4 1 8212 6 1•12 5'9"5 4'0"15 1'11"3 5'11"13 1'11"4 6'1"12 6'1"12 11'11"1 16' 17113 23'11 2510"4 32' 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): 0.170 L 999 286 A 1477 /800 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.328 L 871 286 1 3394 /2020 /- /- /- /5.5 BCDL: 5.00 Risk Category:It Snow Duration:NA HORZ(LL): 0.045 J - - G 44 /387 /204 /- / /3.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.087 J Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Big Width Req= 5.5 NCBCLL: 10.00 g 1 Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.959 G Min Brg Width Req= 3.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.967 Bearings A,1,&G Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.733 C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/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,HS VIEW Ver:13.01.04.0627.13 A B 1550-2723 D-E 937 -1609 Lumber Purlins B-C 1674-2847 E-F 1442 -862 Top chord 2x4 SP#2-13B:T2,T3 2x4 SP M-30: In lieu of structural panels or rigid ceiling use purlins C-D 937 -1609 F-G 938 -560 Bot chord 2x4 SP M-30:B2 2x4 SP#2-13B: to laterally brace chords as follows: Webs 2x4 SP#3-13B:W6 2x4 SP#2-13B: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 32.00 Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"'I 3B"use design TC 24 6.00 6.00 Chords Tens.Comp. Chords Tens. Comp. values approved 1/30/2013 by ALSC TC 24 17.85 17.85 TC 24 26.00 26.00 A-M 2353-1344 J-1 753 -1257 Bracing BC 51 0.06 31.94 M-L 2370-1353 1-H 452 -791 (a)Continuous lateral bracing equally spaced on BC 51 16.00 16.00 L-K 2842-1670 H-G 460 -808 member. Apply purlins to any chords above or below fillers K-J 2842 -1670 at 24"OC unless shown otherwise above. Special Loads Maximum Web Forces Per Ply(Ibs) ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Wind Webs Tens.Comp. Webs Tens. Comp. TC-From 56 pIf at 0.00 to 56 pIf at 6.00 Wind loads and reactions based on MWFRS. TC-From 28 pIf at 6.00 to 28 pIf at 26.00B-M 375 -204 J-E 3246 -1941 Right bottom chord exposed to wind. TC-From 56 pit at 26.00 to 56 pIf at 3200. B-L 544 -366 E-I 1224 -2074 BC-From 10 plf at 0.00 to 10 pIfat 6.01 Additional Notes L-C 87 -40 1-F 760 -1363 BC-From 5 pIf at 6.01 to 5 pIf at 25.99C_J 847 -1439 H-F 389 -190 BC-From 10 plf at 25.99 to 10 pIf at 32.00 Negative reaction(s)of-387#MAX.(See below)from D-J 341 _592 TC- 201 Ib Conc.Load at 6.01,25.99 a non-wind load case requires uplift connection. TC- 154 Ib Conc.Load at 8.06,10.06,12.06,14.06 The overall height of this truss excluding overhang is 16.00,17.94,19.94,21.94,23.94 3-6-10. BC- 328 Ib Conc.Load at 6.01,25.99 BC- 86 lb Conc.Load at 8.06,10.06,12.06,14.06 16.00,17.94,19.94,21.94,23.94 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [101 W3X4 S 1.25 [17) W4X10 4.25 R 1.25 [181 W5X5 1.75 R 1.50 [191 W4X5 S 2.50 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 CITY OF ATLANTIC BEACH :z is) 800 SEMINOLE ROAD J r ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �Jf31� Application Number . . . . . 14-00000133 Date 2/25/14 Property Address . . . . . . 1675 SELVA MARINA DR Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 325000 -- ------------------------------------------------------------------------- Application desc NEW HOME ----------------------------------- Owner Contractor _ _ ------------------------ LINDLEY TOLBERT DESIGN INC BOSCO BUILDING CONTRACTORS 465 BEACH AVE 2158 MAYPORT RD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-0320 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL -----Flood-Zone-------------------ZONE-X --------------- --------------------- Permit . . . . . . PLUMBING PERMIT Additional desc 36 FIXTURES Sub Contractor COGBURN AND WAKEFIELD . 00 Permit Fee 307 . 00 Plann Check Fee . Valuation Issue Date Expiration Date . . 8/24/14 -------------------------------- - ------------------------------ Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . A Right-of-Way Permit must be obtained. A Revocable Encroachment Permit must be obtained. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle' s and Waste PERMIT IS WVftA -A ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH s] 800 SEMINOLE ROAD J y ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �C Page 2 Application Number 14-00000133 Date 2/25/14 ------------------------------------------- Special Notes and Comments Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS --------------------- ------------------------------ Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 4 . 61 STATE PLBG DBPR SURCHARGE 4 . 61 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- --- Permit Fee Total 307 . 00 307 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 9 . 22 9 . 22 . 00 . 00 Grand Total 316 . 22 316 . 22 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph (904) 247-5826 Fax (904) 247-5845 JOB ADDRESS: AT I A (�� PERMIT# NEW OR REPLACEMENT INSTALLATION: Project Value TYPE OF FIXTURE QTY TYPE OF FixTTJRF. Qn, Bathtub Septic Tank& Pit Clothes Washer 1 Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain "Three Compartment Sink Floor SinkToilet 57 Hose Bibs �— Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances 4— Lavatory __(a__ Water Heater Other Fixtures 1� Water Treating System RE-PIPE: TYPE OF FixT URE QTY TYPE OF FIXTURE QTS' Bathtub Septic Tank& Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet D" Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer U Grease Interceptor(Trap) gallons(Requires 3 sets of pians) ❑ Lawn Sprinkler System-Number of Heads ❑ Well ** ** SJRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.** n Other — ed or abandoned for six months-I hereby certify that I have read Permit becomes void if work does not commence within a six month period a work is suspend governing p specified this application and know the same to be true and correct- All provisions of laws and ordinances overnin this wort will be complied with whether spec or not. The permit does not give authority to violate th rovisiocs of any other state or local law regulation construction or the performance of construction. � � � �ti; Lc ti ;'^,c ,��S. Phone Number Property 0,Amers Name J ( I I C 3 Plumbing Companyc -f n�n�,� 1 , i Yl�n�h ti Office Phone � )� I Z`)e Fax 3 7 Co. Address: Lc ^�� ' State G L Zip 12 ILLLC City License Holder(Print): r� Se ertification/Registration Jv ✓tat Notarized Signature of License Holder n , / „ Sworn and subso4d before y of 20�`t MARIA PIMIENTA % Notary Public-State of Florida - v Signature of Ndtary Public My Comm. Expires Jan 26,2015 Commission#EE 59080 �5 f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . 14-00000691 Date 5/01/14 Property Address . . . . . . 1675 SELVA MARINA DR Application type description MECHANICAL GAS PIPING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------------------------------------ Application desc gas piping ------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- LINDLEY TOLBERT DESIGN INC AEI INTERNATIONAL CORP. 465 BEACH AVE 7709 ALTON AVE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 724-9771 --------------------------------------------------------- Permit MECHANICAL GAS PIPE PERMIT Additional desc . . Permit Fee 90 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/28/14 ------------------------------------------------------- Special Notes and Comments STICKER FOR OVERCURRENT PROTECTION MUST BE ON A/C EQUIPMENT PRIOR TO INSPECTION. FAILURE TO COMPLY WILL RESULT IN A FAILED INSPECTION AND REINSPECT FEES . NO EXCEPTIONS . ----------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 00 STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------- Fee summary Charged Paid Credited ----Due--- ----- ---------- ------- Permit Fee Total 90 . 00 90 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 94 . 00 94 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904) 247-5845 -)I3 ADDRESS: I Zoe 5 S��y l ` 1 A�.11�0. SUR PERMIT# PROJECT VALUE $_ � EW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer RatingREQUIRED Duct Systems: Total CFM i1PLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION ARI# Air Conditioning: Unit Quantity Tons Per Unit REQUIRED Heat: Unit Quantity BTU's Per Unit Seer Rating--- Duct ating __Duct Systems: Total CFM REQUIRED ARE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) RE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts _ Gas Piping Outlets Boilers BTU's Elevators/Escalators LL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps # Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters �_ Solar Collection Systems Tanks (gallons) Wells --T --- c. :unit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have n application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specific.,;: .-.ut. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of constructiun r:)perty Owners Name Phone umberfitw`l)0191- �I.3` oLo '�Chanical Company RE -"1 INTL Corp dAEE Oaia S: tTjyl cesOffice Phone _�aILI� I Fax 5°y_'1=;__�``" �. ,yddress: 17 so4 Alforl 19�P City JQC�-Sarwmr State F, Zip 22 Ut w-cuse Folder(Print): State Certification/Registration# 9'91 Z :,tarized Signature of License Holder G �=- Sworn and subscribed before me this OU sf day of ADrd --2,0I.q YEE] tate of Floridanee MaWre Signature of Notary Public FF 033716017 CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 14-00000133 Date 5/15/14 Property Address . . . . . . 1675 SELVA MARINA DR Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 325000 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- LINDLEY TOLBERT DESIGN INC BOSCO BUILDING CONTRACTORS 465 BEACH AVE 2158 MAYPORT RD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-0320 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Sub Contractor . . HAMMOND AIR CONDITIONING INC Permit Fee . . 131 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/11/14 ------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . A Right-of-Way Permit must be obtained. A Revocable Encroachment Permit must be obtained. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste PERMIT ISN$& BZ(WkY N ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 14-00000133 Date 5/15/14 ---------------------------------------------------------------------------- Special Notes and Comments Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 00 STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 131 . 00 131 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 135 . 00 135 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904)247-5845 10B ADDRESS: 1915 l vA4,APERMIT# PROJECT VALUE $ I . cJ OO ARI# REQUIRED Air Handling Equipment Only ZAir Handling Unit & Co denser Condenser Only 4EW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity 2 Tons Per Unit 2 Z-.5 Heat: Unit Quantity Z BTU's Per Unit ,opo Seer Rating I?) Jr I ?) Duct Systems: Total CFM REQUIRED tEPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED IRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) IRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty, Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters Solar Collection Systems Tanks (gallons) Wells )THER: ermit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read its application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or ot. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. 'roperty Owners Name L�fie,... - oli Phone Number S4 t-0320 ff� A. n Mechanical Company ��i1-'*%j .oma A;r l o iAjnow�,Nc+ Office Phone -G Fax SSR-(a1055 ;o. Address: 3`1 I Z City��Ar�vcrx,.11� State�t. Zip � I tate rti u ,icense Holder(Print): C fication/Registration# �'a'�,!Ft C�`15c� notarized Si a ur Lice a Hol er c�� Notary Public Stat7f� th13 Of . Shirley L Graha My commission FF 086990 i„ ' Expires ov,al201aStgnatur of Notary P