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1600 W Park Terr new single-family home permit CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: 17-SFR-3329-01 Description: NEW SINGLE FAMILY Estimated Value: 600000 Issue Date: 5/11/2017 Expiration Date: 11/7/2017 PROPERTY ADDRESS: Address: 1600 W PARK TER RE Number: 171966 0000 PROPERTY OWNER: Name: -STREIT, JILL 8 THOMAS J Address: 848 OCEAN BLVD ATLANTIC BEACH, FL 32233 ' GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: Address: Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. *A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. All concrete driveway aprons must be 5"thick,4000 psi,with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right-of-way. Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247-5814)to request an inspection from Public Works for Erosion and Sediment Control Inspection prior to start of construction. All runoff must remain on-site during construction. If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. Roll off container company must be on City approved list(Advanced Disposal, Realco Recycling,Shapell's Inc.). Container cannot be placed on City right-of-way. Full right-of-way restoration, including sod,is required. Provide construction site management plan,including location of dumpster and portable toilet. Right- of-Way Permit is required if using right-of-way for construction parking. All runoff must remain on-site. Cannot raise lot elevation. Maximum driveway width within the City right-of-way is 20' (circular driveway width is 12'maximum). Must provide a topographic(TOPO)survey with water retention for final C.O. Inspection. m Permit e • e City of Atlantic Beach rl fp Permit Number: 17-SFR-3329-01 Description:NEW SINGLE FAMILY Applied:5/11/2017 Approved:5/11/2017 Site Address:1600 W PARK TER Issued:5/11/2017 Finaled: City,State Zip Code:ATLANTIC BEACH,FL 32233 Status:ISSUED Applicant:<NONE> Parent Permit: Owner: •STREIT,JILL&THOMAS J Parent Project: Contractor: Dream Finders Homes LLC Details: REVISION FOR COMMENTS FROM ZONING&P/W STORM WATER DRAINAGE-ANALYSIS.C-1&SURVEY AND A010 TREE REMOVAL PERMIT,REVOCABLE ENCROACHMENT PERMIT ENERGY SHEETS REVISION-PER PLAN REVIEW NEW ENERGY SHEETS 04/17/17-received drainage calculations&stormwater management drawings,routed to Bldg.,P&Z,PW,&PU REVISION PER BUILDING COMMENTS-NEW SET OF DWGS A000,A010,A100,A110,A120,A160,A200,A201,A400,A401,A500,E100,E101 LIST OF CONDITIONS SEQNO1 ADDED DATEREQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS /� Printed:Thursday, 11 May,2017 1 of 1 0� ' City of Atlantic BeachBuilding Department800 Seminole Road Atlantic Beach,Florida 32233-5445Phone(9D4)247-5828 Fax(904)247-5845 E-mail: building-deptQmab.us Date muted: Z z Cityweb-site: hup9Px ,coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: (a P�.R_K7 \A-(VSemms nt review re uired Yes No 5^ Applicant: ©IZEA/n 1 Inc C Zonin n nistrator Project: I ) , ) {(SF (QFN(' � ks ties ty es Review fee $ De $i Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI&ATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date:y's'/7 TREE ADMIN. Second Review: ❑Approved as revised. E119nied. 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 CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: `I 2 t Received by: Resubmitted: Permit Number: 17- 5-FR- 3329 Original Plans Examiner: Project Name: Project Address: -ell f C ` Contractor: nJea Contact Name: Contact Phone : $' D Contact e-mail: Revision/Plan Check/Permit Fee(s) Due: $ ri d Description of Proposed Revision to Existing Permit: �pdi�C o,1.S`11 o H ftiv let.,/ BiQL Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: II Public W/U Approval: By signing below.I(ppppont mm�e) �q,d}t�q\� ( yyeu f affirm that the above revision is inc lusi a pro sed chat e 2 1 Sign4ure of Contractor/Agenjttantre tc a,must sip if increase in valuation) Date Office Use Only Dale: Approved: Rejected: Notifedby: Plan Review Comments: APR 2 1 2017 ilepalEtment review required Yes No � Buildi -,175-fining &Zonin Plans Examiner Tree Administrator Public Works C .�•� Public Utilities J Public Safely Date crtn�aivle Fire Services f 1 Leri , CITY OF ATLANTIC BEACH 800 Seminole Road It .J Atlantic Beach,Florida 32233 s) Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 3'-q- 17 Received by: Resubmitted: Permit Number: Original Plans Examiner: Project Name: Project Address: R tO R etrace l ) 0s t1 Contractor: PfCAw fA'oea5 Contact Name: MY(f all Contact Phone : 579- -7133 Contact e-maih__Q�LIL1vice oso Y✓ Wo (owl Revision/Plan Check/Permit Fee(s)Due: $ 50,0C) Descriution of Proposed Revision to Existing Permit: RECEIVED MAN .8 BUIldIng Department Additional Increase in Building Value: $ A",Qf asqwmaeachn Site Plan Revised: ublic W/U Approval: By signing below.I(print affnm that the above revision is inclusive of the pro se changes. $ignat�ac or/AgKt(Contractor mwt sign if increnu in valuation) Date Office Use Only DateApproved: Rejected: C Notified by: Plan Review Comments: / C Im) CCM a bm �l�d or Sedo� /,mA 4-A4 exac� r- d+ on fl a r, a j r +� prawn 10.2 A/v mvn✓a/ S "�of nt review required Ye No Building oning Plans Examiner Tree Administrator Public Works Public Utilities Public Safety Date �wMIV16 am'.] Fire Services ?t , �r�i CITY OF ATLANTIC BEACH J3 •�� 800 Seminole Road Atlantic Beach,Florida 32233 . l it Telephone(904)247-5800 FAX(904)247-5845 ��flii 9� REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date:q—30" 17 Received by: Resubmitted: Permit Number: 17-S EF,—33 Z`j Original Plans Examiner: Project Name: Project Address: vx- eZ JAjej Contractor: 1yrPs 1~r<dorr Contact Name: rn vl rnf Contact Phone:e: qOI/ $ 0M Contact e-maiL•Gt.n,Q , te( circa n crf Coa, Revision/Plan Check/Permit Fee(s)Due: $ 6'0.00 Description of Proposed Revision to Existing Permit: &S S t u oyt Lin a- nr ' c 1nlOJtFCS SVty�P.� Droina�a. p/�ol..tsrs t S,-1�Alan � Additional Increase in Building Value: S Additional S.F. Site Plan Revised: Public W/UReCe I'C�'� By signing below.l(prior man) I.h,Y�S +-!'i �G�.-- .fr..V 'SbO n is inclusive ofpro sed changes. A � MAA 3 0 2017 ii Signature of Mramcior/Agent(con w sign ifiace in ysi n.) Date Buitdi ® penpff tent pilar u:<only ity OfAt1 antic Beach, Fl Appr &IX Rejvac Naifiaa M: Plan Review Comments: ant review required Yes Ao Buiklin tannin &Zonin _ Tree m nisu n Plans Examiner nbiic worka Lf• Se/J -Public Utilities Public Safety Date u.wluime e...o Fire Services 3.13.2017 Fo" COPY SECOND REVIEW e energy calculations resubmitted are the exact ones that were turned dowiar"ke first review.The second submission still has no Manual S Compliance Repo rgy sheets preparer knows about Manual S reports. Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 We (904) 247-5844 Fax (904) 247-5845 Secono� Rev',-et, Camm4,A - 3/11)17 Yn� 2 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 2.28.2017 FILE COPY Permit#: 17-SFR-3329 Site 300 Corporate Way Ste.100, Site Address: 1600 Park Terrace West Address: Orange Park Review: 1 Phone: 904-688-0517,5884490 RE#: 171966-0000 Email: Casey.conner@dreamtindershom Meant Applicant: I Dream Finders Homes,LLC Homeown Streit 904-993-4100 er: Correction Comments: These comments are from 1 of 4Departments that are reviewing this application. 1. The Manual "S" compliance report was missing from t r energy — &00 n calculations sheets. Please submit 2 copies. — P13WO(V �'q/1�Irw S ontractor needs to come in and signs i re an date the proposed FFE, in reference to mean sea level, on the site plan. This will be on 2 of the already in house copies that we have, Planning and Zoning and my set in the Building Department. kD 3/ 9/17_ 31/7/17 m(7 Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, Fl, 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 Ema)d Revives 1 BUILDING PERMIT APPLICATION OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach,FL 32233 Office(904)247-5826 as (904)247-5845 17- S FR-3 3 Z9 Job Address: 1s..r� N \ 1 .� T Permit Number: Legal Description _ _ _ 9 oar eao Parcel# I119y4 Valuation of Work S�r jbnAn proposed Work heated/cooled ``FFt --!" •�_ non-heated/cooled 1fi4q Class of Work(circle one Addition Alteration Repair Move Jemolinon pool/spa window/door Uae of exiating/propwed structure(s)((circle one): Commercial R�esid�en[ia If an existing strucpture,is a fire npnnkler system installed?(Circle one)`:" nn N/A ForFlorida Product Amultple products ausero p uct approve arm , Describe in detail the type Of work to be performed; J Property Owner Information: Name: 1 — E-Mail or Fall#(Optional) Sta[eQZiP Phune rjr�y-99q-ylp(\ Contractor information: Company Name: Addle Qualifying Ag t: Sum Ceone City OffcPh /Regisr _ tNumber Stle nifwation ration# pax# r z�r.vz Architect Name&Phone# Engineer's Name&Phone# �t qty G-ll Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Y/µficwrion v hereby le ro obtain o pe dr I do rhe wwk�NL��jxiorrr m indicnrrd /cvrnfy rhnr no work rWlorion lws cmrwerrwd p(w ro rhr r mnnm utas rnrl(arhm a!l mark vlll Ge/ur/wxudw mer(dm mm�/xMr o/n#lmn rcgrga(!ng con.o-ocrion in ihli fwisdlcdwr. Thlr permi(Aeromer nxl( n W rord i/w k ie nwI Anurd wlrhin.rte(d)mmrdx.w ifcmwnw(ion w wwk irrurxndedw nb rnrloned far eriW ofrix/6J mond,ar mry rlxu n/.11 n*is-amts bu I urrdersrnnd Mar repware permi,ururr Ae rnvnxd fa E/eenlca�lY rp,Plxmbina.Slxn+, I�l/y POWs,Furnxm,/tofrers,Nes(rrr, l'ankrand All CorM//imrem}Nc WARNING COMMENCEMENT M Y RESULT IN YOUR FAILURE G RECORD EW��ONOTICE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. /hrrcbp of-I r/rutIhavt read and examinarhhiru ylicmiar xrW knew dre mme rr be nne urdcwrcct .I/I ProvUlaw of/awe arW ordlvwxes goverWng this ry/x o/.v k wi(/be aonrylied wlrh wMMm' eeid hambr or nor. rhe armnlnx of a/xrmir Hoer rmr/mernmff : a violate w cancel rhe prnvlrirma afar y wlmr federal.Huta,w locnl Imv regrdnrigy emrrrruNimr w rbe ,, C /rrr�xrnwn ofcnnrnrrrriorr. Signature of Owner b I_ --i Signature ofConuactu Print Name --A c-q "�, --Cf C - -�--��� ��" _�?C'...._. Print Name .U. ...._.Swot to and subs 'bed before me �'"�'���-'-�this Day j 20 Sworn to and sub 'bed --.__ this aL Day Of 0� Notary INVauyruolic� .1Fr NararyPudo Slare!X Flrnillx Jessica Jones N�� Revised 01.26,10 My CAmIIIIe,ion FF 01J0eF x'� 'Y a'r M1 amve:nsrrvxn,l as`;• •. e CVNRWIM.COt18la MY IXMYISSIQgs FF 17Ss16 EXPIRES:Namr x14,2018 _„nr.P aaaratnN aoxlsosyselrtn OFFICE COPY DO NOT WRITE BELOW- OFFICE USE ONLY Review Result (circle one): Approved Disapproved Approved w/Conditions i Review Initials/Date: 7 Development Size Habitable Space 3 5763 s.F Non-Habitable 4,s!" s F Impervious area Miscellaneous Information Occupancy Group R - 3 Type of Construction V 13 Number of Stories 2- Zoning Zoning District 20 'L Max. Occupancy Load Fire Sprinklers Required Flood Zone X Conditions/Comments: i OFFICE COPY City of Atlantic Beach Cover Page ADDRESS: 1600 Park Terrace West Atlantic Beach, FL 32233 OCCUPANCY CLASS: Single Family Home APPLICABLE CODES: 2014 Florida Building Code Residential INDEX OF DRAWINGS: A000-Cover A010-Architectural Site Plan A300-Architectural Foundation Plan A330-1"Level Floor Plan A120-2"d Level Floor Plan A160-Roof Plan A200-Right/Front Elevation A201-Leh/Rear Elevation A400-Wall Detail A401-Wall/Window Detail A500-Window/Door/Roof Flashing E300-1"Level Electrical Plan E101-2"d Level Electrical Plan DESIGN: True Design Studios 4745 Sutton Park Court, Suite 402 Jacksonville, FL 32224 (904)821-5200 t vri City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road z9 y _ Atlantic Beach, Florida 322335445 Phone(904)247-5828 - Fax(904)247-5845 '7 "-e. BY E-mail: building-dept@wab.us Date routed: Z Z. City web-site: hdpi6ww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address•1 C200PAP-K Ir--RR \A—( De ent review required Yes No Buil Applicant: Q(ZeRmn�L�F12S tanning &Zoni (� Tree Administrator Project: ' ) 6Lt_D ES((7ENCC u is Works ublic Utilities _13u Ic a ety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS VA Reviewing Department First Review: ❑Approved. [Denied. (Circle one.) Comments: JK ASS BUILDING ✓Y PLANNING &ZONING Reviewed by ��: rrtte� fDate: .� 17 TREE ADMIN. Second Review: pproved as revised. As)enied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: FIRE SERVICES Third Review: XApproved as revised. ❑Denied. Comments: Reviewed by: Dater Revised 05114/09 ZONING REVIEW COMMENTS City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Date: 04/01/17 Permit: 17-SFR-3329 Applicant: Dream Finders Home, LLC Review: 2nd Address: 360 Corporate Way, Suite 100, Orange Park, FL 32023 Site Address: 1600 Park Terrace W. Phone: (904)688-0517 RE#: 171966-0000 Email: Cindy.collins@dmamfindershomes.com Correction Comments 1. Average Calculated Grade: Code requires properties with more than 2 feet of topographical variation to provide the average calculated grade of the buildable area. The average should be determined by a 10 foot square grid. The average calculated grade was not provided in the second submittal. 2. Height: Section 24-17 requires height to be measured from average calculated grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall height on plans. The height was not provided in the second submittal. Informational Comments 1. Setbacks: The setbacks used in the revised site plan are acceptable. Please be aware that the 20 foot rear yard is from the western property line and a 7.5 foot side yard is required along the northern property line. Derek W. Reeves Planner dreeves@coab.us F�F ZONING REVIEW COMMENTS °v City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 wi19' Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Date: 03/23/17 Permit: 17-SFR-3329 Applicant: Dream Finders Home, LLC Review: 1st Address: 360 Corporate Way, Suite 100, Orange Park, FL 32023 Site Address: 1600 Park Terrace W. Phone: (904)688-0517 PEN: 171966-0000 Email: Not provided Correction Comments 1. Tree Removal: Section 23-21 requires a Tree Removal Permit for any trees removed within 2 years of this project. Please submit a Tree Removal Permit Application if any trees are to be removed or were removed in the last 2 years. If no trees are to be removed or were removed, then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under "Planning and Zoning"and at City Hall. 2. Average Calculated Grade: Code requires properties with more than 2 feet of topographical variation to provide the average calculated grade of the buildable area. The average should be determined by a 10 foot square grid. 3. Height: Section 24-17 requires height to be measured from average calculated grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall height on plans. 4. Setbacks: Section 24-67(c) requires a site plan showing setbacks. Please provide a site plan showing setbacks from all new elements to property lines. Derek W. Reeves Planner dreeves@coab.us y . 01 %J r� � CITY OF ATLANTIC BEACH J1 800 Seminole Road 7 Atlantic Beach,Florida 32233 _ ,srl Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: Received by: Resubmitted: Permit Number: i7-SF-R— 0- Original Plans Examiner: Project Name: Project Address: I toolaic e Connector: Contact Name: rn 1.rMf Contact Phone : qOs( 094-7 Contact e-mail:nmi , Cal �5 4 cif , �,za Revision/Plan Check/Pe wt Fee(s)Due: $ Description of Proposed Revision to Existing Permit:Orr (98 t 7 601, 1 A0 16 nr A _20k KS 1=-Eetb hop s l— t'e� epy c)vc` et Peyoable.. �l Dtv.na� Pn Liss t S { Plnn 1ej`�/ Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: /� t� Public W/"R i)�M v By signing below.)(prim name) &-r's kJ`i IAC CE afFirfn the th revision is inclusive ofnt{ pro osed changes. 01/ _ MAR 30 2017 Signature ofC6mractnr/Agent(CommmMmustslgnifincrtuein valuation) Date Bull ' On.U.OA, ity of Atlantic Beach, FL Date; 7 Appmrw: R<jnld Nnaeadbr: Plan Review Comments: de 1 7r 0eM reviewrequired Yes No Buildidin tanning g Zonin Tree mints rator Plans Examiner ublic Wotl(a tic utilities --- 'y a Z/(7 Public Safely Date r.watme a.v.s - Fire Services .., ATLANTIC BEACH 800 Seminole Road APR 1 ] 2017 Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: Received by: Resubmitted: Permit : �� Original Plans Examiner: Project Name: &o0 PoirKT- (,,c-e Project Address: Ifo PRRr f-WJ'aCt, Contractor: (' 4-0-5 Contact Name: Contact Phone 4- t 7 Contact e-mail: Revision/Plan Check/Permit Fee (s)Due: $ Description of Proposed Revision to Existing Permit X "ntwsI � Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(pint name) affirm that the above revision is inclusive of a proposed ch ` � �� if�l7�17 'JlgnatutC�onhaclnr/Agent(connonnn,must an,if nxnau,in valuation) Dat I . ' Office use 0.1,Dam: �[/� L41 Approved: Rejected: Notified by: Plan Review Comments: De artment review required Yes No uild Planning S,Zonin Tree minis rator Plans Examiner ubli s /u Public Utilities y/ �7/� Public Safety Date cw ratans ar.e Fire Services DRAINAGE ANALYSIS AND STORMWATER MANAGEMENT PLAN for 1600 Park Terrace ATLANTIC BEACH, FLORIDA Prepared for: I APR 1 l 2 it Dream Finders Homes April 12, 2017 Prepared by: rOiL CONNELLY&WICKER INC. too6o Skinner Lake Drive,Suite 500 Jacksonville, FL 32246 (904)z65-3030• Fax(904)265-3031 49 Autu . Vybsc , P.r. FL P.E NA 2939 pTEov ,%L: �p0 FCOR�Oe' o a ' "'"xeidNR1iR� } ?, Comp. By: AMH Date: 4/12/2017 �Jffl)" Public Works Department City of Atlantic Beach Penn it No: Address: 1800 Park'remace Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion,and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelooment Runoff Volume: Lot Area(A) = 26,397 ft' sample calculation Runoff Coefficient Area Lot Area Description (ft') (ft) "C" Wild"C" Impervious 5,160 26,397 1.00 0.20 Pervious 21,237 26,397 0.20 0.16 Runoff Coefficient(C)= 0.36 Runoff Volume V= 0.36 x 26,397 x 9.3 / 12 V= 7,291 ft, Postdevelooment Runoff Volume: Lot Area(A) = 26,397 ft2 Runoff Coefficient Area Lot Area Mn (ft?) "C" Wtd"C, Impervious x,'130 26,397 1.00 0.27 °AISA= 27.0% Pervious 19,267 26,397 0.20 0.15 Runoff Coefficient(C)= 0.42 Runoff Volume V= 0.42 x 26,397 x 9.3 / 12 V= 8,512 ft Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 8,512 - 7,291 DV= 1,221 R' Relentlm Swmnemr CelcffB-onsHe Retentlan w-pmE 4/1]/2017 >, Comp. By: AMH s Date: 4112/2017 r Public Works Department City of Atlantic Beach Permd No Address'. 1600 Park Terrace Provided Storage: Elevation Area Storage Impervious Area to Swale (ft) (fe) (ft') 0.0 86 0 BOTTOM 1.0 657 372 TOB Area= 650 (ft2) Elevation Area Storage (ft) (ft') (ft') 0.0 67 0 BOTTOM 1.0 313 190 TOB Area= 420 (ft2) Elevation Area Storage (ft) (ft') Ell 0.0 56 0 BOTTOM 1.0 346 200 TOB Area= 327 (ft2) Elevation Area Storage (ft) (ft') (f°) 0.0 61 0 BOTTOM 1.0 367 214 TOB Area= 424 (f@) ElevaBon Area Storage (ft) (ft') (ft') 0.0 88 0 BOTTOM 1.0 668 328 TOB Area= 571 (112) Required Treatment Volume- 1,221 ft' Supplied Treatment Volume= 1,304 ft' Required Impervious to Swale= 1,970 ft2 Supplied Impervious to Swale= 2,392 ft2 I 1 { Retendon Skvm WrLal. Aa-omae Retepdpnwyrnd M12IID17 CITY OF ATLANTIC BEACH J Sd 800 Seminole Road r Atlantic Beach,Florida 32233 J Vr Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 2 1 Received by: Resubmitted: Permit Numher: 17- 5fR- 332`1 Original Plans Examiner: Project Name: Project Address: C� .e,lULU- Contractor:he w w<Je,r Contact Name: Contact Phone : gb- ( . l Contact e-mail: Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit, CA�P.t o 4 5 —nU 0 u'1 J Additional Increase in Building Value: $ t5l Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I tp,intn e) ta >UCIA C�A V"d affam that the above revision is incl 77727^ 2 _ si a pro sed chat e^ - Zi Sign�re of Contract&/Ager bic&x must sib if increase in veluatioo) Da ` �,/ Office Use Only Date: N�_R/41 Approved: Rejated: Notified by: Plan Reeview_Comments: i APR 2 1 2017 ment review re uired Yes No ng Tre oris ra or Plans Examiner Public Works Public Utilities Public Safety Fire Services Date -sa City of Atlantic Beach APPLICATION NUMBER ,o Budding Department p i ��g 2 4 (To be assigned by the Building Department. Ire 800 Seminole Road ' A 20j� t ) - _ - Atlantic Beach, Florida 32233-5445 13y' z Phone(904)247-5626 Fax(904)247-5845 �7 :ig17% E-mail: buildingdept4co1b.us Date routed: Z z City web-site: hltfx1Aw .ccab.us APPLICATION REVIEW AND TRACKING FORM Property Address:I GM J')d?K I ggR �4,� De ant review re uired Yes No DREA Fi Buil Applicant: 1 o7�r• C tanning 8 Zoni pp Tree Administrator Project: EC,2_�FC(�F/J( � u is Works ublic Utilities U is a ety Fire Services ,Review fee $ - _. Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Englnears Division of Hotels and Restaurants Division ofAlmholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: []Approved. L✓JDenied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b : ate: r .i TREE ADMIN. Second Review: Approved as revised. ❑Denied PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114109 CITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS 12W Sandpiper Lane Atlantic Beech,FL 322334318 TELEPHONE:(904)247-5834 FAX:(904)N7-5843 w .coab.us CONTRACTOR: DATE: 3.3-17 Dream Finders Hames,LLC PERMIT#17-SFR-3329 300 Corporate Way,Suite 100 ADDRESS: 1600 Pads Terrace West Orange Perk FL 32256 Atlantic Beach,FL 32233 Email: cindy.collins(a!dreamfindershomes.com PERMIT APPLICATION FOR SINGLE FAMILY HOME Your permit application has been denied by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions,please contact Scott Williams, Deputy Public Works Director at 904-247-5834 or email swilliams@coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit rhe following information to the Public Works Department) ** Provide construction site management plan,including location of dumpster and portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. ** Provide drainage plans showing site topography(flow arrows,etc.). ** Provide erosion and sediment control plans with installation details. Provide impervious surface calculations for entire lot(existing and post construction). ** Section 24-66(b)of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). ** A Revocable Encroachment Permit must be obtained if using pavers for new driveway. ** All runoff must remain on-site. Cannot raise lot elevation. ** Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land Surveyor,showing 1' contours. ** Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. ** Plans submitted for this SFR Permit are the Same plans for a Demo Permit. New plans must be submitted. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions ofAppraval) ** All concrete driveway aprons must be 5"thick,4000 psi,with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right-of-way. ** Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247-5814)to request an inspection from Public Works for Erosion and Sediment Control Inspection prior to start of construction. •* All runoff must remain on-site during construction. ** If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. ** Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's Inc.). Container cannot be placed on City right-of-way. ** Full right-of-way restoration,including sod,is required. ** Provide construction site management plan, including location of dumpster and portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. ** All runoff must remain on-site. Cannot raise lot elevation. "* Maximum driveway width within the City right-of-way is 20' (circular driveway width is 12' maximum). *" Must provide a topographic(TOPO)survey with water retention for final C.O. Inspection. ce: Toni Gindlesperger,Building Department Jennifer Johnston,Building Department Perrone, Jennifer To: Cindy.collins@dreamfndershomes.com Cc: Williams,Scott; Gindlesperger,Toni; Johnston,Jennifer Subject: Plan Review Comments for 1600 Park Terrace West Attachments: Plan Review Comments 17-SFR-3329.pdf Permit application #17-SFR-3329 for 1600 Park Terrace West is currently denied by Public Works. Attached are the Plan Review comments. Please submit the required information at your earliest convenience in order that we can process approval for our Department. If you have any questions, please contact Scott Williams, Deputy Public Works Director at 904-247-5834 or email swilliams(rilcoab com. Thank you, Jennifer Perrone Administrative Assistant City of Atlantic Beach Public Works (904)247-5834 icerroneCmcoab.us 1 ATLANTIC BEACH 800 Seminole Road APR 18 2017 APA 1 7 2017 1 AtlanticTeleBeach, h,Flo22hos904)a 33 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: Received by: Resubmitted: Permit er: 11 5F9- �33�q Original Plans Examiner: Project Name: &)oP0.rk T.effku Project Address: 1Ia(k� PPrRh ±cyirzic Contractor:�('p� �Ha,QJS Contact Name: t✓ \� Contact PhoneO�t'j Contact e-mail: Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(prior name) affirm that the above revision ;isnclusive of a proposedch z tf�17�1dralUl'e Onti'a r/Agent(c.,dc,..r.most sign ifincreaze in veWation) Dat Rejected Use Only Datej : Reected: Naified 6y: Plan Review Comments: V ent review re wired Yes No Zonin nis rator Plans Examiner stiestyes Date R.O.W. Permit Attachment of for R.O.W. Permit# issued , 200 Atlantic Beach. FL 32233 Owner's Name: 'I'hornaJ Stc,r(� s1r Property Address: I%.ou , 1e.Ct'Gee Subdivision: �,,p ftrrtxc. \, r<, Lot # / Block #: �), a ' la"li. _ R.F. #: P1190b-GM0 REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of (htIc6x , 20gl, by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida. hereinafter referred to as "CITY"and'TVs.,� > of Atlantic Beach. Florida, hercinaflerreferred toas"USIiR". WITNESSE IE That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach f'or the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). 'Phis work is generally described as: Any facility maintained. repaired, erected, and'oi installed in the exercise of the privilege granted remains subject to relocation or removal on thirty 1301 d:n s notice by CHY to the t1SFR. said notice to USER shall be given by certified mail, return receipt requested, to the following address: The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CI IY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City-s approved representative or other franchised utility to enter upon the above-described property of the Cl IY, the USER shall replace at the USER's sole expense. any and all material necessarily displaced during the action of maintaining, repairing. operating, replacing. or adding to of the utilities and facilities ofthe CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code. Building Codes, Land Development Code, and all other land use and code requirements of the CITY. including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: ('ity sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page I oft The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach. Public Works Department, for said change. The USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty (30)days after the day ofcompletion. This permit shall insure to the benefit of. and be binding upon. the USIiR and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and Cl FY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the Cl I and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED this day of_ . 200. By: Property Owner (to be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this day of 200 , personally appeared before me. a Notary Public in and for said County and State. . the property owner of _ Atlantic Beach. Florida. known to me to be the person(s) described in and who exccutcd the foregoing instrumcnC who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. Notary Public in for said County and State CITY OF ATLANTIC BEACH, FLORIDA, a municipal corporation: Approved: ublic Works Director Jc gll)�y For Permits where city sidewalk is impacted, City Manager approval required: Jim Hanson,City Manager Page 2 o I'2 x k22oZ 4927 7—rr—' G Y r a oZV f112 OF � z4e - <-(Yr ` 3D 14 1 G dJ II ti � O l / n DRAINAGE ANALYSIS AND STORMWATER MANAGEMENT PLAN for 1600 Park Terrace ATLANTIC BEACH, FLORIDA DGf FYI Prepared for: APR 1 7 2017 ( Dream Finders Homes April 12,2017 Prepared by: CONNELLY&WICKER INC. loo6o Skinner Lake Drive,Suite 500 Jacksonville, FL 32246 (904)265-3030 Fax(904)265-3031 ry, �r•`'N M. HUgS J,ALtumn Hkbsch, P.,. F!,P.E. N. °'.FSSIONR��'k '„MMpyNIlllllR 'r1 o` v„ Comp. By: AMH Date: 4/12/2017 Public Works Department City of Atlantic Beach Permit No: Address: 1600 Park Terrace Required Storaoe Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion,and Land Development Regulations requires that the difference between the pre-and postdevelopmenl volume of stonnwawter runoff be stored on site. Volume of Rurroff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 26,397 R' sample calculation Runoff Coefficient Area Lot Area Description (ft') (ft') C. Wtd"C" Impervious 5,160 26,397 1.00 0.20 Pervious 21,237 26,397 0.20 0.16 Runoff Coefficient(C)= 0.36 Runoff Volume v= 0.36 x 26,397 x 9.3 1 12 V= 7.291 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 26,397 ft2 Runoff Coefficient Area Lot Area Description (rte) (fl) C. Wtd"C" Impervious 7,130 26,397 1.00 0.27 %ISA= 27.0% Pervious 19,267 26,397 0.20 0.15 Runoff Coefficient(C)= 0.42 Runoff Volume V= 0.42 x 26,397 x 9.3 / 12 V= 8,512 it, Repaired Storaoe Volume DV= Postdevelopment Runoff Volume-Predevelopmenl Runoff Volume DV= 8,512 - 7,291 DV= 1,221 ft' Rawnton smrmwawrcalra_A6onvre RewnfionwgmE a1Ml7 Comp. By: All n Date: 4/12/2017 Public Works Department City of Atlantic Beach Permit No: Address: 1600 Park Terrace Provided Storaae: Elevation Area Storage Impervious Area to Swale (ft) (fe) (ft') 0.0 86 0 BOTTOM 1.0 657 372 TOB Area= 650 (U) Elevation Area Storage 1T<I (ft21 (B) 0.0 67 0 BOTTOM 1.0 313 190 TOB Area= 420 (fit) Elevation Area Storage (ft) (ft2) (ft') 0.0 55 0 BOTTOM 1.0 345 200 TOB Area= 327 (ft2) Elevation Area Storage (k) (tt2) (ft) 0.0 61 0 BOTTOM 1.0 367 214 TOB Area= 424 (ft2) Elevation Area Storage Iftl (ft21 (tt) 0.0 88 0 BOTTOM 1.0 568 328 TOB Area= 571 (ft2) Required Treatment Volume= 1,221 ft' Supplied Treatment Volume= 1,304 ft' Required Impervious to Swale= 1,970 ft2 Supplied Impervious to Swale= 2,392 ft2 6etemma Sto—aiercair, AB-onsjre Reresms.ymd aiv2017 DRAINAGE ANALYSIS AND STORMWATER MANAGEMENT PLAN for 1600 Park Terrace ATLANTIC BEACH, FLORIDA Prepared for: Dream Finders Homes March 28, 2017 RECEIVED Prepared by: MAA 30 2M ,�� Building Department y City of Atlantic Beach, FL CONNELLY &WICKER INC. 10060 Skinner Lake Drive, Suite 500 Jacksonville, FL 32246 (904) 265-3030 • Fax (904) 265-}0M HUQS,C J�.GENSE�'•,'S' SI u4yrr,�t u ,%� ,r FL Ax. 4 �� Q $ INIIII\I\\\\ r Comp. By: AMH Date: 3/28/2017 Public Works Department City of Atlantic Beach Permit No: Address: 1600 Park Terrace Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion, and Land Development Regulations requires that the difference between the pre.and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yrI 24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 26,397 ft' sample calculation Runoff Coefficient Area Lot Area Description (ft') (fie) "C" Md"C" Impervious 5,160 26,397 1.00 0.20 Pervious 21,237 26,397 0.20 0.16 Runoff Coefficient(C)= 0.36 Runoff Volume V= 0.36 x 26,397 x 9.3 J 12 V= 7,291 ft2 Postdevelopment Runoff Volume: Lot Area(A) = 26,397 ft` Runoff Coefficient Area Lot Area Description (ff') (ft2) "C" Witt"C" Impervious TITSU 26,397 1.00 0.27 %ISA= 27.0% Pervious 19,267 26,397 0.20 0.15 Runoff Coefficient(C)= 0.42 Runoff Volume V= 0.42 x 26,397 x 9.3 1 12 V= 8,512 R3 Reouimd Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 8,512 - 7,291 DV= 1,221 R2 Relantion 6tomm mat Cala na nsite Retenton wgm xlu X20/2017 f Comp. By AMH Date: 3/28/2017 Public Works Department City of Atlantic Beach Permit No. Address: 1600 Park Terrace Provided Storage: Elevation Ama Storage (ft) (R') (ft') 0.0 465 0 BOTTOM 1.0 2,450 1,458 TOB Requlmd Treatment Volume= 1,221 fte Supplied Treatment Volume= 1,458 ft' Retention Stor ater Calcs A neite Retentpn w-grad AU 312MO17 � m L x - x � m p —Lt-- V\ ' y &o IL�TT w 8 enc ii 11 .• � uy R � IY qm� •% Z.Z11ill a°' ,r " m � f O1 r m y D 4�.en I N ,ascy 3.os.6coos L.9ebL � t[[9� • 11aa pp�� g 1Vld Bad SV € J ^JE v'oA m o s (AVM d0 1HOIEI 7� 5. 9 1S3M 33V8N31 AM] p Z Jgm TERRACE WEST LOT 02 ODCofrd1 Mckef Inc. {L = E ATLNRIC BEMH,FL GRADING - EA., nu=y lz� tiµ OFEAM FINS nMME LLC. PLAN . . �S �r CITY OF ATLANTIC BEACH '� p1 800 Seminole Road Atlantic Beach,Florida 32233 N Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR �RVE 3 i CORRECTIONS TO REVIEW COMMENT AR 2D17 D Date:�'�j't�" �'� Received by: Resubmitted: M Permit Number: 17-5P-R -ZZ Z9BY_ Original Plans Examiner: Project Name: Project Address: vic 'c st Contractor: lyf enw, Iti'��orr Contact Name: rn Contact Ph one : d70Contact a-mail:61,Ld Cefltq gw ncif f. Cox, Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existine Permit:Jrr o✓r Q-n M70k ttS 1��clb.� St�fl� tom. QMOvZ 42 S�rl (�rwnacd Pno.ly5g t S -I�plan �Tl Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U® t�ev . By signing below.I(primnvne)�.1'�YVS IAC affirm tha d revision is inclusive oft pro osed changes. a111/k'`IP� MAR 30 2017 Signature of Mntracfor/Agent(Conimimmu-'anirin--in vearmioN Date Bull . _ Om.U.Oni, ity o AttanClc Beach FL Dula: '� � AppeovW: Ruleded: fired by: Plan Review Comments: i ' a a tent review re aired Yes No] I�C2- Buildin Planning&Zonin Tree n strator Plans Examiner ublic Works btk UOlities — J Public Safety ---- Fire Services Date t 1�Lyr CITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS `) p1 12M SadpM lam Adanric Beach,FL 322334318 TELEPHONE:(904)247-58M - FAX:(904)247-5843 www.cmb.us �Jii q'r CONTRACTOR: DATE: 4-5-17 Dream Finders Homes,LLC PERMIT# 17-SFR-3329 300 Corporate Way,Suite 100 ADDRESS: 1600 Park Terrace West Orange Park,FL 32256 Atlantic Beach,FL 32233 Email: cindy.collins@dreamfrndershomes.com PERMIT APPLICATION FOR SINGLE FAMILY HOME—REVISION Your permit application has been denied by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience m order that we may approve your application. If you have any questions,please contact Scott Williams,Deputy Public Works Director at 904-247-5834 or email swilliams@coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) • Maximum driveway width within the City right-of-way for a circular driveway is 12'maximum. • Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street(swales or gutters). PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • All concrete driveway aprons must be 5"thick,4000 psi,with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right-of-way. • Full erosion control measures must be installed and approved priorto beginning any earth disturbing activities. Contact the Inspection Line(247-5814)to request an inspection from Public Works for Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. • Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's Inc.). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • Provide construction site management plan, including location of dumpster and portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. • All runoff must remain on-site. Cannot raise lot elevation. • Maximum driveway width within the City right-of-way is 20'(circular driveway width is 12' maximum). • Must provide a topographic(TOPO)survey with water retention for final C.O. Inspection. cc: Toni Gindlesperger,Building Department Jennifer Johnston,Building Department Perrone, Jennifer To: cindy.collins@dreamfindershomes.com Cc: Williams, Scott; Gindlesperger,Toni;Johnston,Jennifer Subject: Revision Request Comments for 1600 Park Terrace West Attachments: Revision Request 17SFR-3329.pdf Revision Request for Permit Application #17-SFR-3329 for 1600 Park Terrace West is currently denied by Public Works. Attached are the comments. Please submit the required information at your earliest convenience in order that we can process approval for our Department. If you have any questions, please contact Scott Williams, Deputy Public Works Director at 904-247-5834 or email swilliams@coab.com. Thank you, Jennifer Perrone Administrative Assistant City of Atlantic Beach Public Works (904)247-5834 ioerrone(alcoab.us 1 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 17-1;,2- /2 p� Application#: Prolect Address: Z60 1/ / L/ti,4 4 r "�&y/' Application Tracking!!Comments Check Box to Select ORRECTION ITEMS: CSMP rovide construction site management plan,including location of dumpster and portable toilet. ❑ Right-of-Way Permit is required if using right-of-way for construction parking. DPLN Provide drainage plans showing site topography(flow arrows,etc.). ❑ ESCP Provide erosion and sediment control plans with installation details. ❑ IMPS Provide impervious surface calculations for entire lot(existing and post construction). ❑ ection 24-66(b)of the land Development Regulations requires on-site storage for increased run-off LDCS if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention ❑ equired per Section 24-66(b). REPM Revocable Encroachment Permit must be obtained. ❑ RMRO II runoff must remain on-site. Cannot raise lot elevation. ❑ RWPM Right-of-Way Permit must be obtained. ❑ TSUR rovide a pre-construction topographic survey prepared by a Florida Licensed Professional Land purveyor, showing 1'contours. ❑ CUT lProvide manufacturers cut sheets for 50%credit on pervious pavers. ❑ ok ADWMaximum drivewaywidth within the City right-of-way W"ircular drivewaywi h is 12'maximum).rovide paver installation method (must meet I.C.P.I.).rovide a detailed plan of water retention area and how water runoff gets to water retention reas and then to street. WR Provide detailed plans showing proposed water retention. ❑ SID Concrete sidewalk must continue through driveway. ❑ 50 Documentation shows impervious areas are over the 50%allowed by City code. ❑ Comp. By: SRW Date: 4/5/2017 Public Works Department City of Atlantic Beach Permit No: 17-SFR-3329 Address: 1600 Park Terrace Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopmenl volume of slormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelogment Runoff Volume: Lot Area(A) = 26,397 ft' Runoff Coefficient Area Lot Area Description (ft) (ft') C. Wtd"C" Impervious 5,160 26,397 1.00 0.20 Pervious 21,237 26,397 0.20 0.16 Runoff Coefficient(C)= 0.36 Runoff Volume V= 0.36 x 26,397 x 9.3 I 12 V= 7,291 ft' Postdeveloument Runoff Volume: Lot Area(A) = 26,397 ft' Runoff Coefficient Area Lot Area Descriptio (ft') (ft') C. lift"C" Impervious 7,130 26,397 1.00 0.27 %ISA= 27.0% Pervious 19,267 26,397 0.20 0.15 Runoff coefficient(C) 0.42 Runoff Volume V= 0.42 x 26,397 x 9.3 1 12 V= 8,512 ft' Required Storage Volume DV= Postdevelopmenl Runoff Volume-Predevelopment Runoff Volume DV= 8,512 - 7,291 DV= 1,221 ft' Rewnuon M TERWATERRET Qhl arsrzoil Comp. By: SRW Date: 4/512017 Public Works Department City of Atlantic Beach Permit No: 17-SFR-3329 Address: 1600 Park Terrace Provided Storage: Elevation Area Storage (ft) (ft') (ft) 7 9.5 400 0 BOTTOM 200 X 2 7 10.0 2,250 663 TOB 225 X 10 Elevation Area Storage (HI (ft') th ) 0 BOTTOM 0 TOB Elevation Area Storage (ft') 0 BOTTOM 0 TOB Inground storage=A'd'pf A=Area= 2250.0 d=depth to ESHW7= 6.5 pf=pore factor= 0.3 Inground Storage= 4387.5 ft' Required Treatment Volume= 1,221 ft' Supplied Treatment Volume= 5,050 ft, Reianfion M TERWATERRETFI1TIOn C/9Pp17 R.OAV Pencil Attzchmcm oI lin R.O.% Permit R issued no Wanlic Beach. 11 \\� 33 " 0,110 , %anic: -rnooWZ grttk \Ir Propcm \.IJrc,,: 1{.0r, \1-'C(GCC V),A Sulah,i,.... SAgo. r•nr- (1.�nt� I oIn Block 't W �) 1 b R.i . :!. I1191et.-OmO RE.VWARLF" ENCROAC11MViii"( PFAt\117' t�S TIIIS RE"V'OCARLF. ENCROACHME.N"F PERMIT, issued on this oZ9 da% nI 1'=817\ . '_(qJ h, Atlantic Reach. Ilorida. a municipal corporation organized and1 csislin_ under the I:m,of the Stam ..r Ilorida. hcrcinafter rekncJ ioa, "CI r1'"' of Atlantic Bcad1. Ilorida.hacinallcr whirred to a,' [ SI 1C', NITNF:SSE'1'11: That the('ITNdoes hereh% urunt the l�SliR pentli„ion on a Ir,ocahle Nasis as de,crihed hemin the right tit enter upon the propem of the(Cit, of Atlantic Reach lit the purpine as described in the (Cih of Atlanlie Beach Right-of=U'a\i acnnmt pennil numlxo noted aho%e Icopic+attached). I his pork i,gencralh described is: % W, b',sSN.r ' l�y \t„c*- Am lacilil, maintained. repuavd. cRcicd. :Ind or imlalled in the c,ercisc tittheprig ilege granted remains subject to relocation or rcntolal on thim I?BI da,+ notice M ( I I N' to the I SI R. said notice to USRR shall he gilen h� ccrlilied mail, retain receipt relucaed. to the Ibllowim• aJJres+: \t.m 4"-V,t(oC¢_ . . F%- :5 Qn I he depositing or said ....lice uI cancellation in the t ailed Staics mail shall constitute the notice of cancellation and the burden is upon I SLR lo keep the CI I N' inlbnned of SI-R",proper address. 1 he CSI R ,hall prompd) stake an, and all mccTltr, repairs iii cut\ Ihcilil, erected Vr maintained in the csercise uI the pri,ilegc herein clamed and ,hall at all tittle, nlamiall aaid I:nlhl, in good and sale condition. - - In the c\enl it is neves ar, Ina the (l ll' or the I it1', appnncd representali,e or usher liamhi+cd Milia to etucr upon the aho,oJc,a"itwJ pnlpert) of the CI t N the I SLR ,11-11 replace at th .IC e 1 SI , solc espcnw. an\ and all material neecs,arih di,pluccd during the action of mninlaining. repairing, operating. replica ne. ...adding to ul lite Wilm.1 and ladlilic,of the Il I N or tranchi,c ulili , pr...Oct. the lacilitics all uacd b% the pennil shall meet the current reyuirancnn ill tile Cit, Gude. Building Codes. land lXnelopment('otic. and all other land u-c and nude requirements orthe CI I N', including ('in ('ode Seclian 14-71h1 which ,tate, "061caa, that cro., sidanalk,: I R\ side,.alk, ma, not he icphced pith ulha' materials. bun must he replaced ,ill ,mush c..nerctc Ids naluml in color r.. that it matches the c,kaint, and adioni mg +i ie,alk, Page I of the CSI-:R. prior to making un+ changes frothe appnn cit plans and o, mllhlkl. I1ILINI obtain nritlen approval Irons the Cit or Atlantic Beach. Public Work. Ikparlmenl. lin' said change. [he C'811R shalI. at the ilm-miionof the( I I Y. he requested to submit as-bui 11 dra++ines shoainc the changc ++ithin (hill) 1301 Jars atter the da+ ofconiplction. This permit shall insure to the benefit rh and he hinding upon. the I'SI R and their respceticc successors and assieu. USER shall meet the Icons and conditions ul this permit and Io all of the applicahlc state Law CIl S laws and/or specifications to include utilities locale recuirentenls and use lialitalions recuirements of public rights-oG+ca+ and other public land. ('SI:R ILIre'r Iheerce+ Thal the ('I IN and is ullieer+ :md employees shall he saved harmless h'% the t'SI-:It tFom am nl tin, o e wrk hd..I crunder (lie m e terof this permit and that all of sold liabilities am hereh+ ussunuJ bl the I-SI R. DA'fCD and SIGVI=D this .09 da+ 01' 13c:([/ I� Ctl+ (h4111'( (In he signed i presence of the Nutan I STATE OF FVOFIIDA COUNTV OF DUVAL On this ga day of /r �,r,� C{,QGN '10Illpersonall+ appeared hclimc nte. a Notar+ Pobhc in -and lbr said Count)turd 'state- VL"" .7. Sfrt r /- . the pmperll ,11+111, of 4D. AQLC T l'-ace q.Esi` . Allmnic llc:mh. Ilorida, knoon to me to he the persnnlsl described in and It,, e+ccutcd the loregont_ imlranle11C eho neknuw lcJeld to me that he ,I .he csccutcd the same frecl+ and volumarih and for the Inc.and pmpo+cam lhclt'in mentioned. ( - - ,,e�rrr NeMry PW�e SbM1MF1wiN .. Y ,; Jes6ce dales Fmteos NOlan' n�$iC 1 sa' 'Llan and Slate y MY eaaPasa'F qp Em..OwlY3011 CI A. :A(H. FLORIDA. a munwipal corporation: Approved: Ricky L. Carrier. Public Works Director For Permits where cit) sidewalk is intpncmd. City Manager appnoal recouped: Jim Hanson.('it% Man:lecr Ibec l of City of Atlantic Beach �� APPLICATION NUMBER j' '•�4 Building Department ;} (To be assigned by the Building Department) 800 Seminole Road y Atlantic Beach, Florida 32233-5445E® 1 k fe(jf ? j !- .S F — z Phone(904)247-5828 Fax(904)247-5845 E-mail: building-dept@coab.us -.�_ Date routed: Z z Cityweb-site: http:/!www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: [(,2M (DP R K—Ir--RR \A-( De ent review re uired Yes No 55----^^ Build! Applicant DFFA ri �� C tanning &Zon!n Tree Administrator (� Project: Iy_ Gtk) IRF (OF NC' �= u Ic Works ublic Utilities u is a ety Fire Services ;Review fee $ J�9 Dept Signature 7�4p1 MEMgency Review or Permit Required Review or Receipt Date of Permit Verified Bept.of Environmental Protectionept of Transportation River Water Management Districtrps of Engineersof Hotels and Restaurantsf Alcoholic Beverages and Tobacco APP ICATION STATUS Reviewing Department First Review: Approved. ODenled. (Circle one.) Comments: BUILDING 7� / // PLANNING &ZONING W {'/A /Zy/ f Reviewed by: "� "YY"' Date: TREEADMIN. Second Review: ❑Approved as revised. ❑Denied. �PyV RKS Comm nts: (`-Iff/IJ�LICZULJ}ITE Cd PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/74/09 CITY OF ATLANTIC BEACH ' ? PUBLIC UTILITIES 1200 Sandpiper Lane r-O,3 U ATLANTIC BEACH,FL 32233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST ' l Date: 2 -28-/ 7 Project Address: I(,cO() 1'^F-1(CX tee. V.J No.of Units: Commercial Residential ✓ Multi-Family New Water Tap(s)&Meter(s) Meter Size(s) �� New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter_Size_New Connection to City Sewer_ Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# - SFI�- 3,32 9 Water System Development Charge $ (— Sewer System Development Charge $ F-GY I Water Meter Only $ Reclaim Meter Only $ A)OS Water Meter Tap $ (notes) Sewer Tap $ Cross Connection Other $ TOTAL $.571. APPROVED: KavleMoore,PE - K4n (Deputy PWDirect r or AuthorizedSignoture) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED ATLANTIC BEACH l 800 Seminole Road APR 17 2017 Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 91171 Received by: Resubmitted: Permit r. 14- SFY---St4 C1 q Original Plans Examiner: Project Name: [(n00 1 ar k T-w4c-e. Project Address: Ko W PF1Rr irca C,- Contractor, pcecl,-Elolzos, Contact Name: Ctptly Contact Phone : ig - 0 t 2 Contact�a-mail: Revision/Plan Check/Permit Fee(s)Due: $ —f—"i Description of Proposed Revision to Existing Permit: resne ce 4o nl tc. Ce./leld COwMI"--5 Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(Print name) affirm that the above revision is inclusive of t e proposed ch tf/1717 �IgnatUre Onna r/Agent(Contractor const sign if increase in valuation) Dat Once Ilse Only Data •� ' I�Approved: _ Rejected: Notifietl by: Plan Review Comm nts: 440A a/l �Ia�_ r 1-me N/It. rdw , nof, Go/hochr 710 aa. De artment review required Yes No m� uild' -Planning &Zonin Plans Examiner Treeminls rater ubli s 4-1- Public Utilities Public Safety Date rn.o-eaiana u..t Fire Services J�_Cjely , LA, (j .- _. ATLANTIC BEACH ,r. APR 18 2017 800 Seminole Road APO 1 7 2017 Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: Received by: Resubmitted: Permit er: I 5 FQ.—'3' ej (1 Original Plans Examiner: Project Name: &oo 1 ar k TwPact Project Address: I(QQ2 P�}Rr -1-tp�ru Ct Contractor: 4-t5 Contact Name: Contact Phone : - - OS-t'? Contact e-mail: Revision/Plan Check/Permit Fee(s)Due: Description of Proposed Revision to Existing Permit- x Jesna.ce kn nl ��vtew coww a Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(pomname) aftrr/that the above revision is inclusive of a proposed ch. �j��1 GGA t{�17�1 �tgnatpr¢�ontraL{(I�/Agent(Covtmetm must sign ifincrease in valuation) Da�T_ y ./1� Office Use Only Date: / 4 i / Approved: • "°� Rejected: Nofifiedby: Plan (AReview C II `�`%n 1T-e( I?0t/A'1, DI! artment review re uired Yes Noldi Panning &Zonin Tree minis ator Plans Examiner (T Ric works Public Utilitie Public Safety /Q-/ Fire Services Dale owmmun<aN., DRAINAGE ANALYSIS AND STORMWATER MANAGEMENT PLAN for 1600 Park Terrace ATLANTIC BEACH, FLORIDA Prepared for: IID Dream Finders Homes �I APR 1 7 2017 I I I L April 12, 2017 Prepared by: CONNELLY&WICKER INC. 1oo6o Skinner Lake Drive,Suite 500 Jacksonville, FL 32246 (904)265-3030• Fax(904)x65-3031 MN M. & J,•'`\CEN "L;mn Hub4th, P.E. 141; . NOID 7�7g3$ .' ' 'eNAk,6NG\��� Hfenuu�pk�, S S-bY' Comp. By: AMH Date: 4/12/2017 Public Works Department City of Atlantic Beach Permit No: Address: 1600 Park Terrace Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion,and Land Development Regulations requires that the difference between the pre-and posidevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/1 2 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feel R=25-yr 124-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 26,397 ft' sample calculation Runoff Coefficient Area Lot Area Description Ift') Ift) "T"C Impervious 6,760 26,397 1.00 0.20 Pervious 21,237 26,397 0.20 0.16 Runoff Coefficient(C)= 0.36 Runoff Volume V= 0.36 x 26,397 x 9.3 / 12 V= 7,291 ft' Postclevelopment Runoff Volume: Lot Area(A) = 26,397 ft' Runoff Coefficient Area Lot Area DPtl lff' (fPl "C' Wttl"C" Impervious 7,i�0 28,397 1.00 0.27 %ISA= 27.0% Pervious 19,267 28797 0.20 0.16 Runoff Coefficient k,) 0.42 Runoff Volume V= 0.42 x 26,397 x 9.3 1 12 V= 8,612 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 8,612 - 7,291 OV= 1,221 ft° Reieniion Stc m ercalt9_ABcn.R Raisrtonwgmd 4/1V2011 Comp. By: AMH Date: 4/12/2017 Public Works Department City of Atlantic Beach Permit No'. Address: 1600 Park Terrace Provided Storage: Elevation Area Storage Impervious Area to Swale Iftl 1ft') Ift') 0.0 86 0 BOTTOM 1.0 657 372 TOB Area= 650 (ft2) Elevation Area Storage Iftl Ift2) Ift') 0.0 67 0 BOTTOM 1.0 313 190 TOB Area= 420 (ft2) Elevation Area Storage Iftl (ft') Ift'1 0.0 55 0 BOTTOM 1.0 345 200 TOB Area= 327 (ft2) Elevation Area Storage Ift) Iftal (ftt) 0.0 61 0 BOTTOM 1.0 367 214 TOB Area= 424 (ft2) Elevation Area Storage Ift) (ft') (ftr) 0.0 88 0 BOTTOM 1.0 568 328 TOB Area= 571 (ft2) Required Treatment Volume= 1,221 ft' Supplied Treatment Volume= 1,304 ft' Required Impervious to Swale= 1,970 ft2 Supplied Impervious to Swale= 2,392 ft2 Retention Stormwater CaIc AB-onsite Retention"rnd 4JIV2017 ca ® KJ ® � a � MU ƒ 7 r! j !� - ` ( } \ \ ƒ ! / § f ƒ{ > � \ƒ � 1 I - O NO W V n n 0 m ° p � N 3 m m n c' z n S ti O n n C e r 3 a o' e 0 -n G m m n u r 0 n m_ ac � , :z M ; 7 y 7 } ! 2 ] ( ( r \ } \ tv %) \ ° ( ( \ � 2 » ( \ E § ( } ( \ § \ ! ! } (\ FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method project Name. Streo Residence 3563 Wit Builder Name: Dream Finder Home,LLC Street Lot 2 8 23,Block 6 Country Club Lane Pevnil Office. Dwal Coy.sure.Zip Jacksonvob ,FL, permit Number Owner. Dream Finders Homes,LLC Jurisdiction: 261300 Design Location FL,Jacksonville County: 0.1(Florida Climate Zone 2) 1. New construction or amusing New(From Plans) 9. Wall Types(5317 3 sqR.) Insulation Area 2. Single family or mNipk family Single-familya Frame-Wood.Exterior R=23.0 5707011' b.Frame-Wood.Adjacent R=23.0 24667 R' 3. Number or enik,if multiple firmly 1 e.WA R= R' 4. Number of Bedrooms 4 it NIA R= tv 5. Is this a worst uses No 10.Ceiling T R.) Insulation Area a.Roof (UmremedJ R=20.0 35630011- 6 Conditbne l floor area above grade(ft') 3563 b N/A R- R' CnMmioned floor area below grade(R') 0 c.NIA R= R' 11.Ducts R ft ] Windews(6188 su11.) O,Uv(h ion Area a Sup.A Attic, Rel Argo AN:2nd Floor 8 T7 a U-Facto[ OW,U=0.38 563 fit R' b.Sup' AOk,Ret.Attic.AH'.2nd Floor 8 303J SHGC: SHGC=0.23 b. U-Factor. OM,U=0.62 95.00 ft' 12.Cooling systems Werth, ERickncy SHGC: SHGC=0.25 a.Central Lou 36.0 SEER:1530 b.Central Unit 24.0 SEER 15.50 c UrTador. N/A R' SHGC: 13.Heating syskms kBtu/hr Efficiency d. U-Factor: N/A 11' a.Ekdtic Heal Pump 36.0 HSPF:870 SHGC: b Eledre Hest Pump 240 HSPF:820 Mea Weighted Average Overhang Depth: 6.210 k Area Weighted Avenge SHGC: 0.233 14.Hot water systems 8. Floor Types (35630 sq8) Insulation Area a Natural Gas Tankbss Cep'. tg0O a WSlab-0n-Grade Edge Insulation R�00 2316.00 R' EF:060 b. Conservation kaNres b.Flow Over OMar Space R=0.0 724.0OK Naw c.other pee debate) R= 521.00 R' 15.Chaste PsW Glass/Floor Area: 0.191 Total Proposed Modified Loads: 81.37 PASS Total Baseline Loads: 105.68 I hereby certify that the plans and specifications covered by Review of the plans and ES this calculation are in compliance with the Florida Energy specifications covered by this Code calculation indicative compliance y z, LM with the Florida Energy Code PREPAR�E/p�B�Y�: �r •' � Before construction is completed DATE: "/-&;:47 - _-_ __.__. this building will be inspected for compliance with Section 553.908 1 hereby certify thaA79Y .-A ned,is in cumpilalce Florida Statutes. with the Florida EnOWEOWNER/AGE 7 _..-__- _ - BUILDING OFFICIAL'DATE: _. ._ - .-__-_ DATE: _ � �1 - 097 - Compliance requ res ce ..'tion by the air handler unit manufacturer that the air handler strictI certified factory-sealed In accordance with R403.2.2.1. E VED -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with 8402.4.1.1 and an envelops leakage test report in accordance with R402.4.1.2. J �+ OB COPY MAO 30 2011 THIS PLAN VAUST BE Building Department 3113/20175:05 PM EnergyG upoI(W1-FjlBMI1§71p.yGOaL�. ffIi toS.fwmr City of Atlantic asaeh, FL EACH INSPECTION FORM R405-2014 PROJECT Title: Streit Residence 3563 Leh Bedrooms. 4 Address Type: Street Address Building Type: User Conditioned Area 3563 Lot k Owner. Dream Finders Homes,LLC Total Stories: 2 Block/SubDivision.. 6 of Unita: 1 Worst Case: No PlatBcok: Builder Name: Dream Finders Homes,LLC Rotate Angle: 0 Street: Lot 2 8 23,Black 6 Cou Permit Office: Duval Cross Ventilation: No County: Duval Junstliction: 261300 Whole House Fart No City,State,ZipJaWonville Family Type: Single-family FL, NeveExisbng'. New(From Plans) Comment: CLIMATE ECC Design Temp Int Design Temp Healing Design Daily Temp V Design Loci Tilly 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 Numbs Name Area Volume 1 Bloc t 2318 23180 2 Block2 1245 11205 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Inf_iI ID Finished Cooled Heated 1 Main 1558 15580 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1245 11205 No 2 2 1 Yes Yes Yes 3 Owners 760 7600 No 2 1 1 Yes Y=. 1— FLOORS Is Floor Type Spix Perimeter Penmeter R-Value Area Joist R-Value Tile W.. C,, 1 Slab-On-Grade Edge Insulatio Main 6248 0 1558 8' _ 0 0 2 Floor Over Other Spew 2nd Floor _-- ---- 724 ft- 0 0 0 3 Floor over Garage 2nd Floor ---- ---- 5218' 19 0 0 4SIab-0n-Grade Edge Insulatio Owners 1178 0 7608' _-- 0 0 l ROOF J Roof Gable Roof Solar SA Emig Ernst Deck Pitch e Type Materials Area Area Color Absor. Tested Tested Imul. (deg; 1 Gable m Shed Metal 34128' 9468 Medium 0.6 N 0.9 No 20 ATfIC V i Type Ventilation Vent Ratio(1 Int Area RBS IRCC 1 Full attic Unvented 0 28398 N N 311312017 5:05 PM EneMyGaugeO USA-FlaRes2014 Section R405,4.1 Compliant Software ve9e 1 of 5 FORM R405-2014 CEILI 11145 8 Ceiling Type Space R-Vel a In Type Area Framing Frac Truss Type 1 Under Attic(Umente0) Main 20 Blown 1558 ft, 0.11 Wood _ 2 Under Adic(Unented) 2nd Floor 20 Biwm 1245 ft' 0.11 wood 3 Under Ads:(Unvenled) Owners 20 Blown 760M 0.11 Wood WALLS Adjacent Space Cattily Width Height Sheathing Framing Soler Below _ 1 S E#edor Frame-Woad Main 23 58 4 10 0 583.3M 0 0.23 0.6 0 _ 2 S Garage Frame-Woad Main 23 24 8 10 0 246.7 fl' 0 0.23 0.01 0 3 E Edenor Frame-Wood Main 23 59 8 10 0 596.7 fP 0 0.23 0.6 0 4 N Exterior Frame-Wood Main 23 61 0 10 0 610.DIt' 0 0.23 0.6 0 5 W Exlenor Frame-Woad Main 23 31 8 10 0 31678' 0 0.23 06 0 -6 S Exterior Frame-Wood 2nd Floor 23 57 8 9 0 519.0 M 0 0.23 06 0 -7 E EManor Frame,-Wood 2nd Floor 23 43 8 9 0 393.0 h' 0 0.23 B6 0 -8 N Exlenor Frame-Woad 2nd Flow 23 57 8 9 0 519.0 It. 0 0.23 0.6 0 9 W Exterior Frame-WOW 2nd Fluor 23 43 8 9 0 3910It 0 0.23 0.6 0 10 S Estenor Frame-Wood Owners 23 38 0 10 0 380.0 W0 0.23 06 0 _11 E Exterior Frame-Woad Owners 23 19 0 10 0 19D.0 ft' 0 0.23 0.6 0 12 N Exterior Frame-Wood Owners 23 38 0 10 0 WOW 0 0.23 0.8 0 13 W Extenor Frame-Wood Owners 23 19 0 10 0 190.0(1• 0 033 0.6 0 DOORS Y Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In _ 1 W Wood Main None 4 3 8 24K 2 S Wood Main None 4 2 8 8 21.31 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V Y One ID Frame Panes NFRC UFactor SHGC Area Depth Separation IM Shade Screening _ 1 S 1 Vim/I Low-E Double Yes 0.36 0.23 64.0 8' 8 fl 4m 1 If 0 in Drapesiblinds Interior 5 2 S 1 Vinyl Lox-E Double Yes 0.36 023 4E1,0 fit 164 in 1110 in Drapeslblinds Interiors _ 3 E 3 Vinyl Lax-E Double Yes 0.36 0.23 32.0 fl' 1 6 4 m 1 fl 0 in DrapesrbliMs Interior 5 4 E 3 Vinyl Law-E Double Yea 0.36 0.23 30.0 M 12 fl 4 in 1 E 0 in DrapesroliMs Interior 5 _ 5 E 3 Vinyl Low-E Double Yes 0.62 0.25 %.0 R 12 It 4 in 1 It0 m Drapesiblinds Interior 5 _ 6 E 11 Vinyl Low-E Double Yes 0.36 0.23 213 fl 33 it 8 in 1110 in Drepesrblinds Interior 5 _ ] N 4 Vinyl Lwv-E Double Yes 0.36 023 167 fl` 10 It 4 in 1 A 0 in Drapesiblinds Interior 5 8 N 12 Vinyl Low-E Double Yes 0.36 0.23 30.01[' 1It4in 160 in DrapesmImcs Interior 9 N 12 Vinyl Low-E Double Yes 036 023 12O f1' 164m 160in Drapesmiiods Interior5 _ 10 N 12 Vinyl Low-E Double Yes 0.36 0.23 ISO R i It 4m 1 It 0 in DrapesNlinds Intenor 5 11 W 5 Vinyl Low-E Double Yes 0.36 0.23 16.01 1 it 4 in i fl 0 in D2peslblinds Interior 5 _ 12 W 5 Vinyl Low-E Double Yes 0.36 0.23 16.0 M 30 R 8 in 1 It 0 in Drapesiblinds Interior 5 _ 13 W 5 Vinyl Law-E Double Yes 0.36 0.23 5D fl' W It 8m t It Om Drapesiblinds Interior 5 14 W 5 Vinyl Low-E Double Yes 0.36 023 30,0 tt' 1 it 4 in 1 1110 in Drapeslbsirds Interior 5 3!1312017 5'05 PM EnergyGauge®USA-Flaftes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V p Cut ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shadle Screening _ 15 E 11 Vinyl Loal Double Yes 0.36 0.23 15.0 R' 1 It 4 in 1 It 0 in D2pesrblinds Interior 5 _ 16 S 6 Vinyl Low-E Double Yes 0.36 0.23 40.0 W 4 It 4 in 1 ft 0 in DrapesNlinds Interior 5 _ 17 S 6 Vinyl Low-E Double Yes 0.36 0.23 82 ft' I R 4m Ilion Disposa linCs Interior 5 _ 18 S 6 Vinyl Law-E Double Yes 0.36 0.23 75.0 ft 1 It 4 in i ft 0 in DrapesrblinEs Interior 5 _ 19 N 8 Vinyl Lav-E Double Yea 0.36 023 W.Oft- ft4 in 1ftOrn Drapeslblintls Interiors 20 N 8 Vinyl Low-E Double Yes 0.36 0.23 16.0 R' 1 ft 4 in 1 It 0 in Drapes0lintls Interior 5 _ 21 W 9 Vinyl Loal Double Yes 0.36 023 8.0 IF 1 ft 4 in 1 ft 0 in Drapes ll Interior 5 _ 22 W 9 Vinyl Low-E Double Yes 0.35 0.23 8.8 ft1 ft 4 in 1 ft Om Drapeslblintls Interior 5 _ 23 S 1 Vinyl Law-E Double Yes 0.36 0.23 14.2 R2 It 4 in 1 ft 0 n Drapeslblintls Interior 5 _ 24 S 1 Vinyl LM-E Double Yes 0.36 0.23 3.6 ft- ft 4 in 1 ft 0 in DrapeslblinEs Interior 5 _ 25 S 1 Vinyl Lml Double Yes 0.36 0.23 14.2 W 1 It 4m 1 It 0 in Drapeel lines Interior 5 26 E 3 Vinyl Low-E Double Yes 0.36 0.23 7.1 ft' 1 R 4 in 1 It 0 in Drapeali irMs Interior 5 GARAGE e Floor Area Calling Area E lose l Wall Pe-rimeter Avg.Wag Height Exposed Wall Insulation 1 684 ft- 04 ft 92 it loft 1 INFILTRATION ♦ Swpe Ma hod SLA CFM 50 EIA EgIA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000307 28554 157.31 295.84 2907 5 HEATING SYSTEM tl System Type Subtype Efficiency Capacity moctc Ducts _ 1 Electric Heat Pump Split HSPF 8 36 kBtulhr 1 syaY1 2 Electric Heat Pump None HSPF 82 24 IiBtwN 2 sysi COOLING SYSTEM M System Type Subtype Efficiency Capacity Air Flow SHR Bluth Ducts _ 1 Central Unit Split SEER. 15.2 36 kBtl 1080 c111, 01 1 sysi 2 Central Unit None SEER: 15.5 24 kBtuJhr 720 chin 07 2 sysi HOT WATER SYSTEM e System Type SubType Location EF _ Cap, Use Se1Pnt Conservation 1 Natural Gas Tankless Exterior 08 1 gal 60.9 gal 120 dog None 3]13120175:05 PM EnergyGaugelo USA-FlaRell Section R405.4.1 Compliant Software Page 405 FORM R405-2014 SOLAR HOT WATER SYSTEM FSEC Colledor Storage Cert p Company Name System model a Collector Model R Area Volume FEF Now Nona fv DUCTS _Supply-- --Return— Air CFM 25 CFM25 HVAC If V • Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool _ 1 Attic 6 707 It' Attic 240 ft' Default Leakage 2nd Film (Default) (Defaulp 1 1 _ 2 Aek 6 303.3 R ABk 89.075 Default Leakage 2nd Floor (Default) (Derauk) 2 2 TEMPERATURES Programableling The mostatt::Jan Y CI[eiling Fans:`` f[ lDC1 [ fOctD(1]Nw {[�J� Feb Mar Aix May Jun Ven[ng f )Jan [ ]F [%)MMaar Apr [ � Dac Dec M Y IXl bun JulfX� nAuugg �SSp Oct [X,Nov 11De; Thermostat Schedule. HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) PM K 80 l8 78 78 78 78 78 78 78 78 8 Cookrg(WEH) PM 78 78 78 78 78 78 7B 7B 78 78 78 78 Heatin9(WD) PAM N w 66 66 66 M 8 8 8 8 66 68 8 8 8 8 8 68 68 N N 68 66 Healing(WEN) 68 68 PM 8 8 8 8 68 688 688 8 68 68 68 8 66 3/13/2017 5:05 PM EnergyGauge0)USA FlaRes2014 Section R405.4.1 Compliant Software Page 6 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX` = 77 The lower the EnergyPerformance Index, the more efficient the home Lot 2 & 23, Block 6 Country Club Lane, Jacksonville FL, 1, New construction or existing New(From Plans) 9 Wall Types InsWlion Area 2 Smile family or multiple family Single-family a Frame-Woad.Exterior R=23.0 507070fl In Frame-Wood.Adjacent R=230 246678' 3 Number of units.itmultiple family 1 c WA R= W 4 Number of Bedrooms 4 d WA R= it- 10 191h198 worst 18911 NO to Ceiling Types Insulation Area e Roof Derr(Unvenktl) R=20 D 3563008' 6 Condemned door area(80 3563 b.WA R= ft 7. Windows" Description Area c WA R= 8' a. UFaclor. Dbl,U=0.36 58361 fl' 11.Ducts R 0 a Sup.A Ret ABk.AH 2nd Floor 6 707 SHGC: SHGC=0.23 b Sup Alli ttic.Ret Attic.AH.2nd Floor 6 303.3 b. U-Factor: Dbl,U=0 82 96 00 fl' SHGC: 6HGC=025 12 Central l Unit kBtulbr EER 152 cy e. SHGCU-Fador. NIA 8 a Centrel Unit 36.0 SEER 15 20 SHGCbQntral Unit 240 SEER'15.50 d. UFaclor WA M 13 Hearing systems kBtuttir Efficiency SHGC a Elechlc Feel Pvmp 36 0 HSPF:8 70 Area Weighted Average overhang Dep h 6.210 It b.Electric Heart Pump 240 HSPF'8 20 Area Weighted Average SHGC. 0 233 8 Floor Types Insulation Area 14 Hot water systems Ca 1 gallons a.Slab 4.rxde Edge Insulation R�.O 231800M a Natural Gas p EF 0 8 b.Floor over carrier Sorrow R=00 724008' b. Conservation fvilura9 c.other I.decal R= 521 008' None 15 credits Peter I certify that this horse has complied with the Florida Energy Efficiency Code for Building ZNE 5T Construction through the above energy saving features which will be installed(or exceeded) yoF _ ATFo in this home before fins ns ctio erwise, a new EPL Display Card will be completed n based on installed Co co Iia t fe unes 7- e� Builder Signature _ Date-. -P 1 Ilu 7 >° 9 11_ el. —__ __. Address of New H me t_ L�.-a City/FL Zip P� �� •�'1'po1 we'�'Jh� 1w;41.1,123 '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 Flonda Building Commission's support staff. "Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT 31132617 505 PM EnergyGauge®USA FlaRew2014 -Sedion R40541 compliant Software Page 1 of 1 FORM 8405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Lot 2823,Block 6 Country Club Lane Permit Number. Jacksonville ,FL, MANDATORY REQUIREMENTS See individual code sections for full details. ❑ 401.3 Energy Performance Level(EPL)display card(Mandaloryb The building official shall require that an energy performance level(EPL) display card be completed and certifed by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553 SOBS,Florida Statues)requires the EPL display card to be includetl as an addendum to each sales contract for both presold and mompresold residential buildings.The EPL display card contains information Indicating the energy performance level and eMclencies of components installed in a dwelling unit.The building official shall verity that the EPL display card completed and signed by the builder accurately relleds the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found m Appendix C. ❑ R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402A through 8402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R4024.1.1 and R402.4.1.2.The sealing methods beMmen dissimilar materials shall allow for diffrmntial expansion and contraction. • R4024.1.1 Installation. The components of the building thermal envelope as listed in Table R402 4.1.1 shall be installed in accordance with the manuladurer's instructions and the criteria listed m Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third pant shall inspect all components and verify compliance. R4024.1.2 Testing. The building or dwelling unit shall be tested and verifed as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zonas 1 and 2,and 3 art changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved![him party.A written report of the resu0s of the test shall be signed by the party conducting the lest and provided to the code offidml.Testing shall be performed at any time after creabon of all penetrations of the building merest envelope. During testing: 1.Exlerbr windows and doorsfireplace and stove doors shall be dosed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust intake,makeup air,backdraft and flue dampers shall be dosed,but not sealed beyond intended infihretion control measures; 3.Interior doors fl installed at the time of the test,shall be open, 4.Exterior doom for continuous ventilation systems and heat recovery ventilators shall be closed and sealetl: 5.Healing and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers.if installed at the time of the test,shall be fully open. O R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. O R402.4.3 Penumbral air leakage.W indows,skylights and slbing glass doors shall have an air inflation rale of no more than 0.3 the per square foot(1.5 Ushri and swinging doom no more than 0.5 drn per Square fod(2.6 Uslm2),when tested according to NFRC 400 or AAMANODMA/CSA 101 H.S.2JA440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doom O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 dm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 pelf(75 Pal pressure differentia.All recessed luminaires shalt be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be Provided ler each separate heating and cooling system. ❑ Rull Heat pump supplementary heat(Mandatory). Heal pumps having supplementary eleclrlo-resistance heal shall have controls that,except during defrost.prevent supplemental heat operation when the heat pump compressor can most the heating bad ❑ R403.2.2 Sealing(MandatorytAll ducts,air handlers,and fitter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered duds and plenum chambers,shall be censbuctetl and sealed in accordance with Section C403Z 72 of the Commercial Provisions of this cab and shall be shown to meet dud tightness criteria by past-construction or rough-in testing below. Dud tightness shall be verifretl by testing to Section 803 of the RESNET Standards by either an energy rater distilled in accordance with Section 553.99,Florida Statutes,or as aulhor¢ed by Florida Statutes,to be"substantially leak free"by either of the following. 1. Post-0gnstrudion lest:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handier enclosure.All register boots shall be taped or otherwise sealed during the fest. 2. Rough-in test.Total leakage shall be less than or equal to 4 dm(113 Umin)per 100 square feel(9.29 m2)of conditioned Hoof area when tested at a pressure differential of 0.1 inches w g.(25Pa)across the system,including the manufacturers air handler enclosure.All registers shall be taped or otherwise sealed during the test.If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cirri (85 Unruh)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage fest Is not required ler duds and air handlers located entirely within the building envelope. 2. Dud testing is not mandatory for buildings complying by Section R405 of this code. 311312017 5:05 PM EnegyGauge®USA-FlaRes2014 -Section R4054 1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ❑ R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105-F(41°C) or below 557(13°C)shall be insulated to a minimum of R-3, R403.3.1 Protection of piping Insulation. ❑ R403A.1 Circulating hot avatar systema(Mandatory). Circulat ng hot water systems shall be provided with an automatic or modify accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ❑ R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heal traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 X inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. ❑ R403.4.4 Water heater efficiencies(Mandatory). 0 R603.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature adding range shall Its from 1 W-F to 140-F(38•C to W-C). R403.44.1.2 Shirt down. A Separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to la rent the energy supplied to the main bunions) of combuslbn types of service water heating systems to be fumed off. 0 R403.44.2 Water healing equipment. Water healing equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Flonda Building Code.Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide healing functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heater;shall met the Were Section R403 4.4 2.1. R03.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of CenMW Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors. and SRCC Standard TM-1.Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water heating systems should meet the following alone 1. Be installed with a tin angle between 10 degrees and 40 degrees of the horizontal.and 2. Be installed at an orientation within 45 degrees of two south ❑ R403.S Machaniul ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of Me Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when this ventilation system is not operating. ❑ R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and healing equipment. 0 R403.6.1 Equipment sizing Heating and cooling equipment shall be sized in accoNance with ACCA Manual S based on the equipment loads calculated in accadanc with ACCA Manual J or other approved heating and cooling calculation methodologies. based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor add indoor units(if split system)shall ted submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include bads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be infected so that its total capacity is not less than the calculated total load,but not more than 1.15 limes greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturers product lines.The conesponding latent capacity of the equipment shall not be Was than the calculated latent load. 3/1312017 5:05 PM EnergyGauge®USA-FlaRes2014 -Section R405.4 1 Coln Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R4U3.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to Select cooling-only equipment.This Selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower con provided by the expanded performance data. the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return ducts)is installed in an unconditioned space. Exceptions. 1. Affeched single-and mufti-family residential equipment sizing may be selected so that its coaling capacity is less than the calculated total sensible load but not less than 60 percent of that load. 2. When signed and sealed by a Flonda-registered engineer,in aMchad single-and multi-famiy units,the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heal pumps. Heat pumps sizing shall N based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6A.2.2 Electric resistance furnaces. Electnd resistance furnaces shall bo sized within 4 kW of the design requirements calculated according to the procedure Selected in Section R403.6.1 R403.6.1.2.3 Fossil fuel Mating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not N less than the design load calculatetl in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capaclty on an intermittent trusts.such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: I. A separate cooling of heating system is utilized to provide cooling of heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during be"load periods is utilized. ❑ R403.7 Systems serving multiple dwelling unite(Mandatory). Systems Serving multiple dwelling units shall comply with Section C403 and C404 of the Commercial Provisions In lieu of Section R403. ❑ R403.8 Snow melt system well(Mandatory). Snow and ice-melting systems.supplied through energy Service to the bunking,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55'F,ark no pricolation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements rot residential pools and inground spas shall M as speafied in Sedions R403 9.1 through R403.9.3 and in accordance wind ANSUAPSP-15.The energy requirements for portable spas shall M in accordance with ANSIIAPSP-14. 0 11403.9.1 Pool and spa heaters. All pool hearers shall be equipped with a readily accessible on-off switch that is mounted outside the heaterto allow shutting off the heater without adjusting the thermostat setting. R40J.9.1.1 Gas and oil-firetl pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum thermal efficiency of 62 Percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI 2 2156. Pool Maters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heal pump pool Maters. Heat pump pool neatens shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Condgions�Low Air Temperature.A test repos from an independent laboratory is required to verify procedure compliance.Geothermal swimming gaol beat pumps are not required to meet this standard. 0 R403.9.2 Time switches. Time sw0ches or other control method that can automatically tum off and on heaters and pumps according to a preset schedule shall N installed on all heaters and pumps. Heaters,pumps and motors that have built In timers shall M deemetl in compliance with this equipment. Exceptions: • 1. Where public health standards roouire 24-hour pump operations. 2. Whore pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where Pumps are powered exclusively from onsite renewable generation. 0 11403.9.3 Covers. Heated swimming pools and inground Permanently Installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heal loss. Exception: Outdoor pools deriving over 70 percent of Me energy he heating from site-recovered energysuch as a heat pump or solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be highefficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be requiretl to utilize high-alfrcacy lamps. 0 R404A.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All duds not entirely inside the building thermal envelope shall N insulated to a minimum of R8. O 11405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and Nam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 3113/2017 5.05 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Propel Name: Streit Residence 3563 Left Builder Name. Dream Finders Homes,LLC Street: Lot 2 S 23,Block 6 Country Club Lane Permit Office: Duval City,State.Zip: Jacksonville FL Permit Number'. Owner: Dream Finders Homes,LLC Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air bamer shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air banner shall be sealed. \ Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceilinglsoftit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in `• substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subficc r decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation,insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be Covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Dud shafts, utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be \ air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be wt neatly to fit around wiring and plumbing in exterior walls, m insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electricallphone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have Basketed doors 3/1312017 6'.05 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of I FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Streit Readenm 3563 Left guider Name: Dream Finders Homes,LLC Street. Lot 2 8 23.Block 6 Country Club Lane Permit Office: Duval City,State.ZipJacksonville ,FL. Permit Number Design Location FL,Jacksonville Jurisdiction: 281300 Conti Floor Area 3563 soft. Cond.Volume' 34385 ou 8. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: _... R - CFM(50): Single or Mufti Point Test Data HOUSE PRESSURE FLOW: EgLA ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,3 air charges per hour in Climate Zones 3 through 8.Testing shell be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party-A emblem report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Dumg testing: 1.Exterior windows and doors,fireplace and stave doors shall be closed,but not sealed.beyond the intended weatherstripping or other infihretion control measures-, 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infihrafion o"Wrol measures: 3.Interior doom,if installed at the time of the test,shall be open 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems.If installed at the it"of the test,shall be turned oft:and 6.Supply and return registers,if installed at the time of the tem,shall W fully open. I hereby certify that the above envelope leakage Where required by the code official, DQgH¢S7,frF performance results demonstrate compliance testing shall be conducted by an with Florida Energy Code requirements in approved third party. A written accordance with Section R402 4.1.2. report of the results of the test shall - z be signed by the third party r ryo conducting the test and provided to L5 Le, SIGNATURE: the code official. CDD WE f PRINTED NAME: DATE: BUILDING OFFICIAL: - ---- — -- II DATE: WIM0115:05 PM EnegyCaugeO USA-Flalles2014 -Section R405.4.1 Compliant Software Page 1 of 1 Project Summary Jobb (Rest of House) By: N•neeerown McGowan's Heating & Air Conditioning, Inc. 4850 Collins Ra d,Om Je Park FI 33073 Phone:904178.0339 Fac 900.960388 Eovo,IaAyenlCpOw➢nmc.Cpn Mb.wxw.m,,Vvrmc.mn1 Promect Information For. Casey Conner, Dream Finders Homes,LLC. 360 Corporate Way,Suite 100,Orange Park, FL 32073 Phone:(904)644-7670 Fax (904)239-3003 Email:casey.conner dreamfinders.com Notes: STREIT RESIDENC Desion Information Weather'. Jacksonville NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 99 °F Inside db 70 °F Inside db 75 °F Design TO 38 °F Design TO 24 °F Daily range M Relative humidity 50 % Moisture difference 61 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 28760 Btuh Structure 21223 Btuh Ducts 3150 Btuh Ducts 4014 Btuh Central vent(0 dm) 0 Btuh Central vent(0 dm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 31910 Btuh Use manufacturer's data y Rate/swmg mutiptier 7 Infiltration Equipment sensible load tuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2903 Btuh Ducts 696 Btuh Central vent(0 cfm) 0 Stuh Hel Cooling (none) Area(fly 2318 2318 Equipment latent load (2jM�'Btuh Volume fit 23180 23180 Air changes/hour 0.27 0.14 u1 menttotal loa BtUh Equiv.AVF(dm) 104 56 Req.iota capacity at 0.70 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade Trade Model CBX25UHV-036 Cond CBX25UHV-036 AHRI ref Coil XP16-036 AHRI ref Efficiency 8.7 HSPF ERdency 11.5 EER, 15.2 SEER Heating input Sensible cooling 23100 Btuh Heating output 33800 Btuh@47°F Latent cooling 9900 Btuh Temperature rise 29 °F Total cooling: air Air fiaow factor 0.033 cimBtuh Aflair flow 1050 clanaow factor RECO&D Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point=31 "F Backup: YAR 3 0 2011 Input=9 kW, Output=31918 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Mani li 9e�artmBnt WrIghtsort CoTbnauoxrbrwk%hUOR17019RSu12270 City of Atlantic ..CmMdWOg Findenl gReadmce.rvp CM—MA Fmd Omrhams: s mkcAnvalrs Project Summary Job: 2nd Floor per` 9y: Ren••arown McGowan's Heating & Air Conditioning, Inc. e OCMInsRead,Omga Park.FI 32073 Phone:90427.-bW9 Fu:90111-1366 Eman koh,Qlmgawanshc.¢m Web:xxw.nRpww�e•cmm • - For: Casey Conner,Dream Finders Homes,LLC. 360 Corporate Way, Suite 100,Oranga Park,FL 32073 Phone: (904)644-7670 Fax:(904)239-3003 Emit cesey.connen@dreaVnders.com Notes: STREIT RESIDENCE Design Information Jacksonville NAS, FL,US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 99 °F Inside db 70 °F Inside db 75 =F Design TO 38 °F Design TD 24 °F Daily range M Relative humidity 50 % Moisture difference 61 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 8311 Btuh Structure 6885 Btuh Ducts 1033 Btuh Ducts 1395 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh none ) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 9344 Btuh Use manufacturers data y Rate/swing mufti If 1.04 Infiltration Equipment sensible load �'I16r atuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1673 Btuh Ducts 249 Btuh g g �a Central vent(0 cfm) 0 Btuh Area(111 Haatin7785 885 O 8785 Equipment late t load vo Btuh Volume Air changes/hour 0.44 0.24 Fuuiom nrm��cral10ad 0316 F Btuh Equiv.AVF(chn) 58 31 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade Trade Model CBX25UHV-024 Cord CBX25UHV-024 AHRI ref Coil XP16-024 AHRI ref Efficiency8.2 HSPF Efficiency 11.5 EER, 15.5 SEER Heating input Sensible cooling 12460 Btuh Heating output 17600 BWh@47-F Latent cooling 5340 Bluth Temperature rise 31 'F Total cooling 17800 BWh Actual air flow 525 chn Actual air flow 525 chn Air flow factor 0.056 cfirl Air flow factor 0.063 cfm/Btuh Stafic pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.81 Capacity balance point= 17'F Backup: Input=3 kW, Output=9668 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr htsoR' 2017-ua.uo9:r2:r3 comron eulwergwn9 .19 Rsur22ro Page..connNalomoe.mRwmarsnen ReRdenoe.rvP cak=WR we Fmrn 000rreree: s N First Floor W s"r- ■ 411 .� 44= _ Q' ■ - 9W O a a.e 1 Job#: McGowan's Heating &Air Conditioning Scale: 1 : 143 Performed by Renee Brown for: Page 1 Casey Conner 4050 Collins Road Comfort BUildar by WrighisOR Seo Corywtla YAy.Sidle too Orange Perk,FI 32073 17 0.19 RSU1290 O'"Park,FL 32073 Phone'.904-2)0-0339 Fax 904-270-0366 2017War-1409'.1220 Pnonea904)& 7670 Fax(904)23S3003 w rr]owansacmm koray@rox, wanlocooro ream FmdernSireit Residence no, ,ixonar®dreamnnders.mm N uP B aTi�e iW .e• Job Performed by Renee e Brown for: McGowan's Heating & Air Conditioning Scale: 1 : 143 353Page 2 de ley can"� 4850 Collins Roan 360 cua9uele Way.6 100 Com(wt Builtler by @pM1isofl Oienae Pak FL 340]3 On,PaA.FI320]3 1].0.19 RSU 12270 PM1e61ne.(aC4)dFax.(5m)2003 Phone.904-27&0339 Faz:904-278-0366 201]-Mar-1409:12:28 case,.—IQdreamnnd-- ana^xmcycwanssc ccm korey@Mc Oo nssc cam reamFinderslSneit Residence.rup WIW Manual S Compliance Report Job: �µ Date: (Rest of House) By: Range Broam McGowan's Heating & Air Conditioning, Inc. 4630CMbs Roa9.01vee Pah.F132073PM1one:904-278-0999 Fax 9063760363 F l:kore,@ awe—Mb nrw.mc9gwluucwn Project Information For: Casey Conner,Dream Finders Homes,LLC. 360 Corporate Way, Suite 100,Orange Park,FL 32073 Phone:(904)644-7670 Fax:(904)239-3003 Email:wsey.conneradreamfnders.com Cooling Equipment Design Conditions Outdoor design DB: 99.27 Sensible gain: 24237 Btuh Entering coil DB: 75.8°F Outdoor design WB: 80.2°F Latent gain: 4599 Btuh Entering coil WB: 62.9'F Indoor design OR 75.07 Total gain: 28836 Btuh Indoor RH: 50% Estimated airflow: 1050 ctm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: CBX25UHV-036+XP16-036 Actual airflow: 1050 cfln Sensible capacity: 24648 Btuh 102°/of load _ Latent capacity: 4820 Btuh 105%of load V Total capacity: 29468 Btuh 102%of load SHR: 84% Heating Equipment Design Conditions Outdoor design DB: 31.7°F Heat loss: 31910 Stun Entering coil DB: 69.6°F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: CBX25UHV-036+XP16-036 Actual airflow: 1050 cfm Output capacity: 26499 Btuh 83%of load Capacity balance: 31 "F Supplemental heat required: 5411 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1050 cbn Output capacity: 9.4 kW 100%of load Temp. rise: 50 'F Meets are all requirements of ACCA Manual S. ton-Mar-14 Wa2:13 `C Wrlgiltsoft' Combe Bugg"N a h"170.19 RSU122M Pagel ...Comlv2 V)N FlnbvalSae•Reecenwmp Cal =WB FmMDaarRxe: S Manual S Compliance Report Data tyrya.µ car.: r+,�se,h/ 2nd Floor By: can•.Brown McGowan's Heating & Air Conditioning, Inc. • CcaMROM.IXN.fn.F13203PM1 :9pL2M=l Fax:906278-S Email:homy®mcppweneec.vxn Wep:nwx.mgwrenfx.¢m For. Casey Conner,Dream Finders Homes,I.I.C. 360 Corporate Way, Suite 100,Orange Park,FL 32073 Phone:(904)644-7670 Fax:(904)2393003 Email:casey.canner@dreamflnders.com Cooling Equipment Design Conditions Outdoor design DB: 99.2°F Sensible gain: 12692 Btuh Entering coil DB: 75.8'F Outdoor design WB: 80.2°F Latent gain: 2799 Btuh Entering coil WB: 62.9'F Indoor design DB: 75.0°F Total gain: 15491 Btuh Indoor RH: 50% Estimated airflow: 525 crm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: CBX25UHV-024+XP16-024 Actual airflow: 525 chin Sensible rapacity: 12763 Btuh 101%of load Latent capacity: 2965 Btuh 108%of load Total capacity: 15727 Btuh 102%ofload SHR: 81% Heating Equipment Design Conditions Outdoor design DB: 31.7°F Heat loss: 9344 Btuh Entering coil DB. 69.6°F Indoor design DB: 70.0"F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: CBX25UHV-024+XP16-024 Actual airflow: 525 din Output capacity: 13471 Btuh 144%of load Capacity balance: 17 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 525 cfrrl Output capacity: 2.8 kW 103%of load Temp.rise: 12 °F Meets are all requirements of ACCA Manual S. wri htsoft 2017-um,140s11z13 g Combrt BUllOer ey Wn9MSM17.0.19RbU12270 Paga2 Cmrdmd-%E aamF,ndeMStaa R—dm—mp Cali=MJB Frxa DOThU5: 5 MCGIDIwiII'$, Duct System Summary Job: Date dsyg' (Rest of House) 9y: Renee Brown McGowan's Heating & Air Conditioning, Inc. 4MCMns R.,Omr•e PeA,F132073PRpne:9 27"33. 1.. %Yl9Q+b6 E,nay;Ro,ey®mc9axa,wc.¢m WeE:xww.ncpgw,uc.'vm Project Information For. Casey Conner,Dream Finders Homes, LLC. 360 Corporate Way, Suite 100,Orange Park,FL 32073 Phone:(904)644-7670 Fax: (904)239-3003 Email:casey.conner@dreamflnders.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.11 in H2O 0.11 in H2O Available static pressure 0.39 in H2O 0.39 in H2O Supply/return available pressure 0.29710.093 in H2O 0.29710.093 in H2O Lowest friction rate 0.081 in 0.081 iN100fl Actual air flow 1050 cfm 1050 c8n Total effective length(TEL) 479 R Supply Branch Detail Table Design HW Clg Design Diann H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mag Ln(6) Ln(8) Trunk both c 12 0 0 0.145 4.0 0x0 VIFx 39.3 165.0 SM butler c 8 0 0 0.100 4.0 0x0 VIFx 72.8 225.0 sty all mum h 2276 75 69 0.084 7.0 0x0 VIFx 83.2 270.0 sill darl rrel h 2276 75 69 0.084 7.0 0x0 VIFx 84.2 270.0 ste all h 2751 91 59 0.143 6.0 0x0 VIFx 37.0 170.0 st4 M^hy c 3153 109 131 0.081 8.0 0x0 VIFx 94.7 270.0 sill rel c 3153 1D9 131 0.081 8.0 0x0 VIFx 95.0 270.0 st6 Ryer c 2070 82 86 0.102 6.0 0x0 VIFx 65.5 225.0 sty 9u••1 It 2667 88 84 0.147 6.0 0x0 VIFx 36.4 165.0 sl kil c 2828 66 118 0.100 8.0 0x0 VIFx 70.5 225.0 sty Muudn c 1858 63 77 0.151 6.0 0x0 VIFx 31.9 165.0 SO heerear h 2210 73 69 0.125 7.0 0x0 VIFx 66.9 170.0 SU .. both h 2230 73 43 0.132 5.0 0x0 VIFx 54.4 170.0 st7 "^`m-A h 2210 73 69 0.127 7.0 0x0 VIFx 64.0 170.0 st7 Poul b`M h 1283 42 23 0.082 4.0 0x0 VIFx 92.7 270.0 site pw•- c 12 0 0 0.101 4.0 0x0 VIFx 68.2 225.0 sty c 12 0 0 0.130 4.0 0x0 VIFx 58.7 170.0 SU VAG h 985 32 19 0.130 4.0 0x0 VIFx 59.0 170.0 st7 &+ W•`J'•tsaft Cwnb1euiNsbywr~17o19RS1112M 4017.Mm-1403;12:13 Page 1 ..Cmtl,uctlpMmmFiMMSbatl flesiamw.rup Call FmM Cwrlge; S Supply Trunk Detail . - Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (CFM) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 409 423 0.081 539 12.0 0 x 0 VinlFlx sty SO Peak AVF 557 628 0.081 587 14.0 0 x 0 VinlFlx st4 st4 Peak AVF 799 849 0.081 608 16.0 0 x 0 VinlFlx sl2 st7 Peak AVF 251 201 0.125 320 12.0 0 x 0 VinlFlx st2 st2 Peak AVF 1050 1050 0.081 594 18.0 0 x 0 VinlFlx DetailReturn Branch Grille Htg Clg TEL Design Veloc Dam H x W Stud/Joist Duct Name Size(in) (ckn) (cfm) (8) FR (fpm) (in) (in) Opening(in) Mag Trunk r57 0x0 1 1050 1050 114.LL 0.081 752 16.0 Ox 0 1 VIFx wrigh1sOR' 3017-Mar-l4.1TU y'• Combo BWMe q MgO"170.19 RSU12270 N9.2 ...COMu mVmaM iMenS9 ft Reswenm,mp CMC=MA Fm Dw k S. S Duct System Summary Joao Date: 2nd Floor By: Ron"B. McGowan's Heating & Air Conditioning, Inc. 4950 Cain Rmd,Omge Pen.F13 3P e:9 278L 9Fuc'WlYl&p Fmer•nr%,@n mnmc.c Mb;wxw,nxgam mm Project Information For: Casey Conner,Dream Finders Homes,LLC. 360 Corporate Way, Suite 100,Orange Park,FL 32073 Phone: (904)644-7670 Fax:(904)239-3003 Email:casey.conner@dreamfinders.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.11 in H2O 0.11 in H2O Available static pressure 0.39 in H2O 0.39 in H2O Supply/return available pressure 0.214/0A76 in H2O 0.214/0.176 in H2O Lowest friction rate 0.110 in/10011 0.110 411/100ft Actual air flow 525 chin 525 aft Total effective length(TEL) 356 it Supply Branch Detail Table Design Htg Ctg Design Diann H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (chn) FR (in) (in) Matt Ln(ft) Ln(ft) Trunk b•M3 c 965 59 61 0.162 5.0 0x0 VIF% 17.3 115.0 sit �i4 h 887 50 42 0.112 5.0 oxo VIFx 36.6 155.0 st3 W2 c 1373 67 87 0.163 7.0 0x0 VIFx 16.2 115.0 stl bed3 c 1806 105 115 0.110 7.0 0x0 VIFx 35.1 160.0 st3 ks h 1722 97 86 0.159 7.0 0x0 VIFx 14.3 120.0 an kna h 1722 97 86 0.156 7.0 0x0 VIFx 17.5 120.0 an c 161 5 10 0.112 5.0 oxo VIFx 35.6 155.0 st3 WM 2 c 218 12 12 0.111 4.0 oxo VIFx 37.1 155.0 st3 wp] h 589 33 27 0.112 4.0 0x0 VIFx 35.7 155.0 s13 SupplyDetail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) Winn) FR (tpm) (in) (in) Materiel Trunk st3 Peak AVF 206 205 0.110 377 10.0 0 x 0 VinlFb( sit an Peak AVF 525 525 0.110 491 14.0 0 x 0 VinlFlx � + wrightsoft' Comkn amker bF M~17,0.19 Rsu122ro M17-aer-1409;7313 Pepe] CanswglanZraemFlndersl8trelt Restlence,rvp Lek.µ18 Fmm Davlewa; S Return Branch Detail Gnlle Htg CI9 TEL Design Veloc Diam H x W StudfJoist Duct Name Sae(in) (Cfm) (Cfm) (8) FR (fpm) (in) (in) Opening(in) Mail Trunk rb2 0x0 222 234 95.7 0.184 219 14.0 0x 0 MFx rti W 0x0 159 140 152.2 0.116 360 9.0 Ox 0 VIFx rti rb4 0x0 144 151 160.7 0.110 342 9.0 Ox 0 VIFx rti Return Trunk Detail Table Trunk Hig CIg Design Veloc Diam H x W Duct Name Type (CFM) (Cfm) FR (fpm) (in) (in) Material Trunk 011 Peak AVF 525 525 0.110 376 16.0 0 x 0 VinlFix rti Peak AVF 303 291 0.110 555 10.0 0 x 0 VinIFIx rti M17-M 14 W:12.13 wrightsoft Cmmon amM.r W Wn9nmon 17.0.19 RSu122M pe2e� _.Con...MD.w FIW.[Sftt Reatlmw.rup CMC=MJS FI O rlq S A1cGowan Static Pressure and Friction Rate Job Dat ryFypyyy Dat t%rrstbrlry (Rest of House) 6y:•: R•Rae erDaR, McGowan's Heating &Air Conditioning, Inc. 4&So Con'me Road.oan9e Pare FI 32010 Phone:9w 27FOD9 Fax 90a278-0366 Email imayamoaodan:acaom Webmycwemand don, Project Information For: Casey Conner, Dream Finders Homes, LLC. 360 Corporate Way, Suite 100,Orange Park, FL 32073 Phone: (904)644-7670 Fax: (904)239-3003 Email:casey.wnner@dreamfnders.com Available Static Pressure H - Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0.06 0.0E Heat exchanger 0 0 Supply diffusers 0.02 0.02 Return grilles 0.03 0.02 Filter 0 0 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.39 0.39 Total Effective Length Supply Return (ft) (ft) Measured length of run-out 16 40 Measured length of trunk 79 0 Equivalent length of fittings 270 75 Total length 365 115 Total effective length 479 Friction Rate Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.081 OK 0.081 OK Return Ducts 0.081 OK 0.081 OK EquivalentFitting • Details supply 11C=40,4X=35, 11C=40, 11G=5, 11C=40, IIG=5, 11G=5, 11 G=5, 11 G=5, 11 C=40, 111=10, 11G=5, USR1=35: TOWlEL=270 Return 6M=20, 11K=20, 11K=20, 11G=5,5E1=10:TotalEL=75 htsoft 2017-mar-14 M 1213 W rl g Combm BuildafWM,hbod170.19R$U12270 Page � _.ConvNdonzRaMFInden%Streit Reslden¢.vp Cel—MA Fina1DOm M1Ma: S Static Pressure and Friction Rate Job: pl�i'Vµwail 2nd Floor By:ev: R•nasero.n McGowan's Heating & Air Conditioning, Inc. 4850 Collins Raaf,Oraige Pad,Fl 32073 Phone.9o1-270-0339 Fax 9362780366 Emailimey®mrgaremaso man Mb Peov m,gonaanemoom Project Information For: Casey Conner, Dream Finders Homes, LLC. 360 Corporate Way, Suite 100, Orange Park, FL 32073 Phone:(904)644-7670 Fax:(9D4)239-3003 Email:wsey.conner@dreamfinders.com Available Static Pressure Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0.06 0.0E Heat exchanger 0 0 Supply diffusers 0.02 0.02 Return grilles D.03 0.02 Filter 0 0 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.39 0,39 Total Effective Length Supply Return (f1) (g) Measured length of run-out 7 10 Measured length of trunk 28 26 Equivalent length of fittings 160 125 Total length 195 161 Total effective length 356 Friction Rate Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.110 OK 0.110 OK Return Ducts 0.110 OK 0.110 OK Fitting Equivalent LengthDetails Supply 4X=35, 1IC=40, 11G=5, 11G=5, 11C=40, 1A=35:TotalEL=160 Return Elsi 11C=40, 11G=5, 11C=40,5E1=10, 1IDES, 11G=5:TotalEL=125 13 wrghtsoft' Comro llmide rison6h6an170.19RSu13370 2017 Maxi 12 e2 11C(51 _.ConmumlomtheamFlMe oS,m,Resdencew Calc-NIA Fmm000rraree: S Dream Finders Homes LLC -Jacksonville EEACHINSPECTION PY Site Information CourSalve Marina ST BE H Country Club Lane,Lot 2 and 23 Block 6, Duval Structural Engineer of Record FOR Derek B.Murray 47455PE No.Sutton ' TruBHouse 4745 Sutton Park Court,Suite 402 Jacksonville, FL 32224 WIND LOADING(Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd = 1.00) M W FRS TCLL 20 psi TCLL 40 psf 130MPH(3 second gust)\ASCE 7-10 TCDL 7 psf TCDL 17 psi Enclosed Structure(0.18) BCLL 0 psi+ NCLL 10 psf BCLL 0 psf Exposure C BCDL 5 psf BCDL 5 psf Occupancy Categorylt tRes)- FBC 2014 RES\TPI 2007 This Package inlcudes 75 truss designs wfth individual date of design NO I JOB ID TRS ID DATE NO JOB ID TRSID DATE I NO I JOB ID TRS ID DATE [iol 65975 301 V2 ,2017 29 659]5 GE02 1/23/1017 r65975 T07 1123/2037 65975 B02 V23/2017 30 659]5 GE03 1123/201] T09 1/231207 65975 F01 1/23/2017 31 659]5 GE03V 1123/Z017 T10 1/23/2011 65975 F02 1/23/2o17 32 65975 GE04 11TJ/40v T11 V23/20v 659]5 F03 V2380J7 33 65975 GE05 1/23/2017 T12 1/23/2017 65975 F04 1/23/2017 34 65975 6E06 1/23/2017 T13 1/23/2017 65975 F05 V23/2(rn 35 65975 6E08 V23/20v 63 65975 T15 1/23/2017 659]5 F05A 1/Z42617 36 65975 H10] 1/238017 64 65975 T16 1/2L2017 659]5 F05G 1/23/201/ 37 659]5 H307A 1/23/2017 65 659]5 T17 1/23/2017 65975 F06 1/23/2017 38 65975 HJ07T 1/23/2017 66 65975 T12 1/23/2017 11 65975 F071/23/1017 39 65975 J01 1/23/2017 6] fi59]5 T19 1/23/2017 12 65975 FOS 1123/1017 40 55975 J03 1/23/2017 68 65975 T20 1/23/2017 13 85975 F09 1/3a12017 41 65975 J03A 1123/2017 69 65975 T21 V2412017 14 65975 F10 1/23/2017 42 659]5 103T 1123/'11117 70 65975 T22 1/23/2017 15 65975 F11 238017 1/ 43 659]5 J03TA 1/23/2012 71 65975 723 1/23/2017 16 659]5 F12 1/238017 qq 65975 105 V23/2017 72 85975 T24 1123(2017 1] 65975 FG01 1/23/2011 45 65975 J05T 1)23/2017 73 85975 T25 1123/1017 1s 65975 FG02 1123/2017 46 65975 J05TA 1/13/1017 74 65975 T26 1/13/2717 19 65975 FG03 V238017 4 65975 J07 1/23/2017 75 65975 T27 1/23/2017 20 65975 FG04 1/23/2017 48 65975 J07T 1123/2017 21 65 9]5 FG05 V23/2017 49 65975 P1301 1723/20V V2765975 9]5 FG06 1/23/2017 50 65975 TO1 V23/1o17 975 FGE01 1/23/2017 51 65975 T02 1/23/2017 975 FGE02 V23MV 52 65975 T03 1/23/2011 975 FGE03 V23/2017 53 659]5 T04 1/23/2017 975 FGE04 1/23/1017 54 65975 T05 1/23/2027 FGE05 1/23/2017 55 65975 T05V975 GE01 1123/2017 56 65975 T06 1/23/2017 4111111131Ip •Q�. •'Ei'isE••., Emonsecnnoam�sW.754uz 4745 iArionhinned yal Coyesrem402Jackson 6e. commedon)tan _ • � 1457 •,* er-Tehmok Business marmy tinted t,laouq Sv,le 602lacksomilk.FL 32224(9041821-: 5200 mezeai o4 mss maga steed.inmeasez aaePuwe of Proressionsiaa4eenog his I. sdey mime: W APEX ,ezzoevai omga the rle4afiwe a4e anernea rn5swnmi rand ofT?11acn dra nerve am Pamcvav emwm4'e me responsibility Of amiamgoesip,ec Per u+svrPi 1¢692 57744 2 wim 4r seal amseem this stead.i hereby cenrrraatte,z serves as an index steen4 Pomor4an«vent �O� • O q�,. 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En9neas `` 3111111111\ A Job If 65976 BEARING INFORMATION ` WOODTRUSS QTYSPAN DESCRIPTION BRG3 REACTION UPLIFT 1 1203"00 FG01 MONO 0.00112 Pitch 3-Py 1 8157.42 393.00 2 6037.76 3M.00 1 08'00'00 FG02 MONO 0.00/12 Pitch 2-Pty 1 4877.27 321.00 2 4518.42 294.1h) 1 04'05'00 FG03 FLAT 0.00/12 Pitch 2-Ply 1 495.08 0.00 2 664.26 0.00 1 24'05"00 FG04 FLAT 0.00/12 Pitch 3-Ply 1 1600.01 0.00 2 2181.40 000 2 08'1 FG05 FLAT 0.00/12 Pitch 2-Ply 1 2288.00 0.00 2 2288.00 0.00 1 05'10'08 FG06 FLAT 0.00112 Pitch 2-Py 1 364.25 0.00 2 364.25 0.00 1 17'11.00 GE01 GABL 10.00/12 Pitch i-Py 1 1197.91 588.00 2 251.23 235.00 2 23'03"00 GE02 GABL 10.00/12 Pitch 1-Ply 1 793.06 396.00 2 793.06 396.00 1 13'07'00 GE03 GABL 8.00/12 Pitch 1-Py 1 87.51 13.W 2 820.21 398.00 1 13'0]"W GE03V GARL 8.00112 Pitch 1-Ply 1 213.72 96.00 2 484.14 219.00 3 213.60 96.00 1 12'05"08 GE04 GABL 3.00/12 Pitch 1-Py 1 802.70 258.00 1 15'09'00 GE05 GAEL 0.00/12 Pitch 1-Py 1 590.23 201.00 2 462.19 193.00 1 19'08'00 GE06 GAEL 8.00/12 Pitch 1-Ply 1 678.53 244.09 2 675.41 246.00 1 OTW"W GE00 GABL 3 00/12 Pitch 1 -Py 1 62.91 0.00 2 420.39 182.00 1 09'09"05 W07 HIP JACK 2.12112 Pitch 1-Ply 1 299.60 125.00 2 292.70 32.00 3 91.84 28.00 1 09'1 HJ07A HIP JACK 2.12/12 Pitch i-Py 1 214.25 127.00 2 28].]9 61.00 3 99.49 31.00 2 09'09'05 HJ07] HIP-JACK 2.12/12 Pitch 1-Ply 1 262.82 169.00 2 336.87 153.09 3 48.13 0.00 8 01'01 J01 JACK 3.00/12 Pitch 1-Ply 1 217.68 144.00 2 15.00 0.09 3 172.30 46.00 2 03'09"00 J03 JACK 3.00/12 Pitch i-Py 1 225.16 121.00 2 45.00 0.00 3 53.17 24.00 2 03'00"00 J03A JACK 3.00/12 P8ch 1-Ply 1 96.23 17.00 2 92.07 48.09 3 03'00.00 J03T JACK 3.00/12 Pitch 1-Py / 225.16 92.00 2 18.49 8.00 3 60.56 33.00 1 03'00"W J03TA JACK 3.00/12 Pith 1-Ply 1 96.65 17.00 Page 1 of 4 i, Job C 869]6 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT - 2 20.11 TDO 3 03.90 39.00 4 05100"00 J05 JACK 3.00/12 Pitch 1-Py 1 2]8.20 128.00 2 75.00 0.00 3 118.99 53.00 3 05'00'00 J05T JACK 3.00112 Pitch 1-Py 1 277.95 101.00 2 139.24 68.00 1 0600"OD JOSTA JACK 3.00/12 Poch 1-Py 1 IBD.83 35.00 2 156.33 71.00 10 OTOPOO J07 EJACK 3.00112 Pitch 1-Py 1 337.74 142.00 2 105.00 0.00 3 178.30 79.00 3 07'00"00 J07T EJACK 3.00/12 Pitch 1-Ply 1 337.74 113.00 2 01.04 0.00 3 176.37 72.00 8 06'05.08 PB01 COMN 8.00/12 Pitch 1-Py 1 41.14 44.00 2 419.18 140.00 3 16.61 12.00 2 IT11"00 T01 CONN 10.00/12 Pitch 1-Py 1 690.94 295.01) 2 691.32 295.00 16 23'03'00 T02 COMN 10.00112 Pitch 1-Py 1 959.12 402.00 2 980.33 402.00 2 09'10"15 T03 COMN 8.00/12 Pitch 1-Py 1 436.53 122.00 2 436.53 122.00 1 WYP16 T04 COMN 8.00/12 Pitch 1-Py 1 1194.80 581.00 2 1233.55 598.00 6 13'07"00 T05 COMN 8.00/12 Pitch 1-Py 1 453.86 206.00 2 453.86 206.00 7 13'07"00 T05V COMN 8.00112 Pitch 1-Ply 1 455.73 208.00 2 455.73 208.00 1 09'00'08 TW HIPM 3.00112 Pitch 1-Ply 1 550.09 172.00 2 799.59 181.00 7 09'00"08 T07 HIPM 3.00/12 Pitch 1-Py 1 40D.76 0.00 2 281.83 0.00 1 09'001,08 TOO MONO 3.00112 Pitch 1-Py 1 994.99 319.00 2 1539.99 505.00 1 16'0700 T1D HIPS 3.00/12 Pitch 1-Py 1 1205.89 385.00 2 1205.91 385.00 1 16'070O Ttt COMN 3.00/12 Pilch 1-Ply 1 534.24 171.00 2 534.24 171.00 1 15'10"00 T12 HIPM 3.00/12 Pitch 1-Py 1 509.53 151.00 2 516X4 179.00 1 39'06'00 T13 SPEC 3.00/12 Pesch 1-Py 1 1011.80 301.00 2 1482.43 474.00 3 467.06 149.00 1 39'06"0D T15 SPEC 300112 Pitch 1-Py 1 668.87 201.00 2 1543.34 508.00 3 428.16 117.00 1 15'11"00 Tib HIPM 3.00/12 Pit& 1-Py 1 380.30 90.00 2 667.49 235.00 Page 20(4 A 1 Job If 65979 BEARING INFORMATION QTY SPAN DESCRIPTION REACPON UPLIFT 1 15'i P00 T1] HIPM 3.00/12 Pitch 1-Ply 1 380.38 92.DD 2 667.49 21600 1 15'11"00 T18 HIPM 0.00112 Pitch i-Ply 1 380.38 63.00 2 66749 18300 4 15'11"OO T19 MONO 3.00112 Pitch 1-Ply 1 374.37 56.00 2 67554 17090 8 12'05"08 T20 MONO 3.00112 Pilch 1-Ply 1 401.35 104.00 2 401.35 154.00 7 15'09"00 T21 COMN 8.00/12 Pitch 1 -Ply 1 607.15 135.00 2 685.27 92.00 1 13'02"OO T22 COMN 3.00/12 Pitch 1-Ply 1 2361.61 595.00 2 2670.95 66300 1 19'09"08 T23 FLAT 0.00/12 Pitch 2-Ply 1 2]83.9] 742.0O 2 1153.64 33700 2 20'03"00 T24 SPEC 8.00/12 Pitch 1-Ply 1 882.85 177.00 2 671.09 177.00 12 20'03"00 T25 SPEC 8.00/12 Pilch 1-Ply 1 697.05 183.00 2 697.05 183DD 15 07'10"OB T26 MONO 3.00/12 Pitch i-Ply 1 253.70 44.00 2 253.70 78.00 3 07'06-00 T27 MONO 3.00/12 Pitch 1-Ply 1 241.65 58.00 2 241.65 97.00 WOODFLOOR QTY SPAN DESCRIPTION BRG9 REACTION UPLIFT 6 2TWOO FDI SY42 0.00/12 Pitch 1-Ply 1 855.80 0.00 2 1528.34 009 3 526.95 0.00 4 22'09"08 F02 SY42 0.00/12 Pitch 1-Ply 1 019.91 ON 2 1531.36 0.00 3 523.80 0.00 2 01 F03 SY42 0.00/12 Pitch 1-Py 1 501.02 0.00 2 518.07 0.00 2 08.OFOB FO4 SY42 0.00112 Pilch 1-Ply 1 515.30 0.00 2 546.37 0.00 1 23.03"00 F05 SY42 0.00/12 Pitch 1-Ply 1 -282.16 0.00 2 1875.10 0.00 3 103].80 0.00 1 23'00'00 F05A SY42 0.00112 Pitch 1 -Ply 1 -276.01 0.00 2 1881.13 0.00 3 1019.75 0.00 1 23-OWDO F05G SY42 0.00/12 Pitch 1-Py 1 227.78 D.00 2 1913.61 0.00 3 1506.14 0.00 3 1T08"OD F06 SY42 0.00/12 Pitch 1-Ply 1 1086.32 0.00 2 1069.43 D.00 2 04'09"W F07 SY42 0.00/12 Pitch 1-Py 1 280.25 0.00 2 280.25 0.00 2 04'05.08 FOB SY42 0.00/12 Pitch 1-Ply 1 281.63 0.00 2 277.95 0.00 8 24'05'00 F09 SY42 D.00/12 Pilch 1-Py 1 1384.12 0.00 Page 3 0l4 4 Job 1t 65975 BEARING INFORMATION QTY SPAN DESCRIPTION BRGN REACTION UPLIFT 2 1026.]] D.Ua 1 24'05"00 F10 SY42 0.00/12 Pitch 1-Ply 1 1519.37 0.00 2 1528.52 0.00 6 24'D7"00 1711 SY42 0.00/12 Pitch 1-Pty 1 1530.06 0.00 2 1530.06 0.00 11 08-WOO F12 SY42 0.00/12 Pitch 1-Pty 1 497.40 0.00 2 480.34 0.00 1 11'08"00 FGE01 SY42GABL 0.00/12 Pilch 1-Pty 1 83.00 0.00 2 1335.16 0.00 1 05'06'00 FGE02 SY42GABL 0.00112 Pitch 1-Ply 1 86.65 0.00 2 566.85 0.00 1 O6'OP'00- FGE03-- SW2GA134 0.00/12 Pilch 1-Pty 1 755.50 - 0.00 1 24'05"08 FGE04 SY42GA13L 0.00/12 Pitch 1-Ply 1 1948.93 0.00 2 53.96 0.00 2 08'00.00 FGE05 SY42GABL 0.00/12 Pitch 1-Pty 1 83.11 0.00 2 880.39 0.00 Total of Tmasea 222 Maximun Height 11'05'11 Page 4 of 4 ;!` (ƒ §m! _ dk1. k _ k OM OM § / ] CO; \ _ _ - - j) - ƒ ( \\\ \ \\ \ \ \ \ {\ \\ \ } \ \ j \ - M \} \ \ \\ \ \ | 7 , , p : ° m £ \ _ \} \ : ; ! - § ( )@ § / \ . ) \_> j ( \ \ ° ) \ k - _ _ ! | | § ( - / ) \ ! ` 0 � k w - ZO 000 0 (|||( § - / , - _ ) { \ |! , § / ( \ � \ ` \ \ m \ \ � \\ \ \ \ \\ � \ ms 2 7 § m $ ) 7 2 ; 22 - 2 \ X0 _ ) ! z0 § [ 2 � \ - _ $ ) ) k / ® w . _ - / ) ) ( d - ( z k ( MU) - - \ § / 2 m \ \ e � / / k §) ) / ) � \ ] ! G W ; - - 2 �� cm c c @ m ® m / j ¥ \ \ g \ ; , . , — - — , : , - \ . . , \ / / j \ / \ ( § 6 \/ y > . . y / ; ! § k \ \ � � � \ | m \ 0 ; ! ! ` m ; j7 � m J % § ; § ) m § m ° § ( \ § ! ; | ` [ 27l : Cl) \ « \ ZWG � ` O jg \ \ \ \ ) § § kz \ 00 § § k m � 0 � 0U) � � � y 2 z ) ( / km du ! = yLU) ® > ; § ] § ® o ( § § - 2KM> 0 0 - � � > mx \ M \ \ \ \ = > c ; m ! ° x � � ` m o ` dmf$ �a8 m�. i>vy N r� HIP GIRDER $ '= REFER TO PLACEMENT PLAN FOR NO OF PLIES 3 b o � JACK D JACK = m § g JACK 3 g o o P � OT. x a aw G o f =v ;o (D � 01D 20w O D --t mMX T . T, p p pA O p 1 y p , A 0w O ? AOw tCp m 0 r^? Z (pZZ m 0 � mQZ4 b pomZO DmZ0 0z -0zAcm oo0M. m m - pD p � nOD Zp5D ? F m f7, Z OOmZF m N � m > ;a - O cn 0XC -0 OODO Q. ;o Qo m Z -j w O , W ZD O Z O p = p �r 2 O rpp0 C) DO y O O cnmDO DCCi0 fp m 0 0023 D D m E: Z O v mD X 08 M REFER mGABLE END _m, DETAIL 0 . b,%'- — _ \ O ! ` H_ § \ Q ; § ±{ - 2 §\ ! ; )M ] K : ( ! ®< § ) { o 'mx0) F ! • ) ) § & : ® 0 K cA \ � § ) A i -� 8 o x - ! ; t ) / )\\ � �z ,2 < � m \ Co , § § pm )� • o— , ` z } $ \ �� § [ _ � \ j (n_ ( � « 0 \§\ § \ ) — § 22W, , ® f ■ 2 § m [ E > _ cn% 00c m _ \ x MA ; \§! // ( \ ) \ { ))§ ON :§ 410 ) j \ \ \ 2 \ m \ j - I z §; w ! § o e ( ] ;_ OZ, ma � ! o 00 ) a- \ } } ` m (k © am E § ! - ' d§ ) ) 02 // OX : ) - - \ \ \q ! ;� \§ map Pz : ° o e o ( \ i /K/ Cc % M )\ )/ ° Y� - O } \\ \M X , 0 `§§! §!0 !|; { ) \ \ ; } | § ® o § > z! | ) o | \ , > ! ! mom@ ) � , \ / } ; | | � k } c z ! gE ; | > o ) : */ ' \ 4& f / 0 e § e > \ 00 m \ x / Y:S c x x x x x x x x $$ N cc c c y y y y C A C C C C Zyy� r N N N N T W ON1 O1 m O mY� � W O1 CO Ol N y z c Z U 9c m n p z s � m m O A s�s z 8 k N C � 9 v � O p N N N N N N N Y Y y 0 S 8 A o a � C O 8 a _ O � � A c g r y0 o p m m x m m o+ w m m o+ m z O. a z m O 3 m y v n _ x -_ _ _ y y y a 3 Z C CC O L H N N N N m N n N W N W tD Y 01 LO _nl iR 3 T W Om1 W O V A W m Z V O J O W W V Y W T �/• O N A •� O CO OWi T O O X p o 0 0 0 0 0 o a a w , N '� m m m m w w m x x m m r x x x x x x x �' A p O p < w w w w w w w \ C Z Z = O f0 m •• Z _ N O A 0 0 0 z m Z C m °°_ 00 °D X X p X X Xz ( 2 § 3 ^ - ) | : y jF / E § | ; _ ; ; a § �E \ \ � � \ ^ \ � \ � \ \ \ § § / � ) ) ! ) �� �E � ) UD ` M \ ; , / 7 wo o \ 2 , ) ` ] ; | ! § § zc , ! M_ mIwCn . . . 0 ` � ® ca m !E|#/)§§!§ { , \ } £ \; =- §° o ; _ §) ! . )XO Z,, -§ m o � \ // � ( l ;�m,% Am, - | § ) (/§)\\§( - , /2! / w/ «j«§m , - \ AM § j 3gI. 0.0 ! 2 ! MIMO §§027m|]§!« § § : , ` §/w\ ; ; 0. § z � ' ` ;!`| ~� § ) )�) \ - M _ e \ } § ) �k �} | ! G ))zkm ( ) ) r, C) | ) � \ | � \ /� � § / � � 4 | « : , , ƒ| § E ± 5 3)' ;| ; ! � z , GwI `G § M 2 ; ! \ / / z w _ ` : ) 0 ; _ =I m ; ( ( § ( { \ 2 ƒ 0 - AM> � — ; /0 . . . . j / — / § � e a < | 2 \ \ § § ) ® / 3 / e i 0 , o 77 § * ! � �-1 m 0 ( \ § / \ } q 4 \ : - \ j ` _ � z \ } \ _ _ \ } o j ( )� cm W - § 42 \ \ (� � � � \ ) \ m 0 § § ; § \ \0 E * ) 5 0 | } ` � � ; ® } ) i \ / : ; m p � mr 2 = ) / § ) \ / § \ / \ / / � § 2 _ ,K . xo CD 0 m \ # /:0 § � M \ £ % _ / / _ § MKI < ` / : j \ � § MIMO ) } m x a F O R T E MEMBER REPORT Level 1.801 PASSED 4 piece(s) 13/4" x 16" 2.0E Microllam® LVL Overall Length,24'7- 24 0 0 All batons are measured from the outside face a left support(or left ranbleaer and).AII dimensions are hodmntal. Design Results Amd Ol0opun Allowed Retain Ler lOw:cawm.t<n(nwm) sesmn:Few Member Reaction get 9985 @ 24'3' 21253(5.50') Pas=etl(23%) - 1.0 D+l.p L(All Spans) .inner type:Dmp Ream Shear(Iles) 4900.22'9 1/2' "280 Passed(23%) 1.00 1.0 D+1.0 L(All Spans) Buidng use:Restlen. Moment(R-05 30243 4)112'8 3/4' 62228 Passed(49%) 1.110 1.0 D+1.0 L(All Spans) auMN9 CMe:IDC 2049 Live Load W.(in) 0.455 D 12'3 5/8' 0.297 Passed(4630) 1.0 D+LO L(At Spans) an emanations:Aso Tpbl Load aB.(in) 0.703012'35/8' 0.973 Passed(L/4011) 1.0 D+1.0 L(AA Spm¢) bensual raised:u 0,360)adn(uz95t. mn"n(tu):AN damessun ages aptlMn)must the thattedat 21'10 Na'ae unlets JediM dMOMse.Pinar abWrent and(•asinadg m filed L"�g is rtquYM ba]ikse nvn! sb4iry. a " "man' loafs to SuppOK gag SnPPgFrB 1'prel Awmble Rm9uDea Dead Awa Todl Aemwlei t-SWawzil-nP sso^ ssa' 1sp" net llas 4969 W¢4rg z-SWtlwan-sry1 5.50 s50- Lso" n% 1 32M 14986 almang .ee¢ n9 eanmb are assumed m marry ea loafs anile anet to,ethem and Nn loathes agYiM to the naming Wmg QeycJ. Fwb Bolt—OpnaM Job Hotes 1/20201710:0054 AM E,rey j Forme v5.1,Design Engine:V6.5.1.1 t9�0a1 e"m sins ISI 65975.4te emeses acerae m"eam - -.. Page 1 of 2 TOui Dead Fbw ure • Loads Laolion(Side) yiidm (1.90) (1.00) Tunirrbob, 0-Sett vi IRF) 0t 2T 2' N/A R] 1-Point(lb) 2'13/4"(Fant) N/A 310 STDAI110.LOAD 2-Pont(M 2'13/"Intl) N/A 116 SlDADT0.LOAD 3-PtlM(11) ♦13H"(Fm[) WA he S AURD.WAD I-Port(A) W13/4-(Frv[) WA 116 SID.ADT.LOAD A-"'(Ibt SI M'(Fmt) WA IIBI STD.AUN... I-Pant(.) 97 W'(Frut) WA 559 ....LOA. T-Pont(it) 7'6"(FmR) We 310 STD.AUTO.LOAD O-PNnt(ie) T'F Voot) WA 116 STD.AUTO.LOAD 8-falx(ib) .8 N/ (F.) WA 310 1 S .AIl1O.WAO 10-Poi 1831V(haY) WA Its STO.AUTOLOAD 11-Pohl ilea ID a w vino") WA 310 STP.A..OAD 12-Pant lib) IV aVi WA Its STO.AUIO.LOAD 10-Pant(lb) IZ 8311(Fvo) We 310 STOAUIO.LOAD 11-Paritllel 1Z 83/I'(FrmU WA 116 STD.AUIO.LOAD 15-Pont(w) 13'10Vol'(FAori WA 310 STTIA L(tAO 1d-Pant lie) 13'10bol'(F.) WA 116 S1DAi1VQLOAD 1'2-Posi .... IT-i I (flmtl' ... WA 310' SIDAIIfO:IOAO.. 10-Pamlle) Is 101/T(F.) WA 116 STD..WT0.1DA0 to-Pybr ib) IT I-(Fmn) WA 310 SroADro.LDAO M-.1(lb) 111-(Dant) We 116 STDMMAIIAD zt-Pont lit) I Is a1/2'(F.) WA IM9 ST D.ANIO.LOAD .-Pohl lib) 1811 LP(FmM) WA $9 SeX.M.WAD z5-POM 10) N51/a'(Prpt.) N/A 311 SiD.MTOLOAD zI- Pont(Im MA It"(F—) WA u6 STD..M.D z-POM(e) 22'5IH'(FrpR) N/A MO MAOTO.. M-Pont pq 2l D/'(FmR) N/A Is STD.ADTO.LOAD 9-0nilmm(PLF) 0m2<']"(FOFlt) N/A 15.0 STD.ADTQ LOAD nn Weyerhaeuser Notes gy)wsTAil.uNe A--iet— wevetneiise,—An.mal me inIre a.poll:.111�In MCorEan[a vtn wevernaeirse,Doi tezlgn to.Am wdiYiM Digi vxlue:. rr wevMwouu,AyAti ti,em airydMr warrarte:,Nath to thy,ii Ri,o,to cArenl wevetueosm lne,alure W irishllabon hUilz. (rvwrv.vptlD(ry<anl P¢aa .(Nm PN,a.l000.,g Pawl:Ann!'ea:n yloi—not ifealq.bym,l Sonar,.use oT bi sMMareis eat:mendedm rent ft en kJi p W a diokssbnai az ENerrriW me amN,ty bAyn, tedlttion.Tne ex'gner m renw t,tbui fiveris oi,,oti W foureone..raiwlffiaio,[ani wU Me Werzu iwo) 1.ma, from At e,rWau,la(iln'es are WMNarb,me f.to tuntanatte rest,sUn6a,ds.Wry oMytio er Pngneam Wmber Proobi IUM bon a aWalm by la IS uncer te[nonal rgMa Est 119 any,11337 aiWn 49ed by x,Aobme.lm aw4abie AST1 nondli W current¢4e ealw6M Rryrto Went nim:/l.+'...o-NbM'/.�T�sm'[es/s WIMp}Uaslb The D,WUR a[gi[aoon..,,I on,not,din96kns antintend nrmmlM NM EN,loci by Fp1¢sanxare Opertlor 1.someare DP••am. lob Norex 1/20/201)10:00:55 AM -ETBSr -- - - --- ---- -- i Forte v5.1,Design Engine:W.5.1.1 A,—Tecnnnlogv '', 65925.4W meu�aPeOemnda9ywin Page 2 of 2 i F O R T E ` MEMBER REPORT Leve1-1,802 PASSED 2 piece(s) 13/4"x 16" 2.0E Microllam®LVL Ovenall Length:19'V T]3/1• fY5ll4' 0 0 0 NI locations are measored from Me Ou1ato face M left support(or left cantilever end).AII dimensions are honeontal. Desi Results '.,M 4xadan A. Reauu LDF nm,:combination(Pa.) SYatem:FYp Member RaWoon(lbs) 1W27@73314' 14831 D.SO") Passed(88%) — 1.0 D+1.0 L(All Spans) I.Tyre:Dmp Bmm Shear lila) 6568 @ 8'11 1/2" 10610 passed(62%) Lee LO D+1.0 L(All Spans) ouiMirg Use:RaoaAal Manes[ R-IM) -14434 @ 7.3 3/4• 31114 passed(46%) 1.00 1.0 D+1.0 L(All Spans) Bowing Core:MC 2009 Live load Dell.(m) ORDS @ ITS 7/16" 0.403 PassaN(/999+) — 1.0 D+LO L(Ah Spans) amgn Menwdio9/:ASD Total Load Deft.(in) 0.169 0 IT 6 5/16" 0.605 passed(t/BSJ) - 1.0 D+LO L(A0 Spans) .e ..vilbh:V.(V36s..TL(V2W} 6ratlno(Lm:A.mmarmson eaJes se,MO Wttan)uu4 Ee bos al M IT W WW As u..a hUlod otle..R[y aW meal pmolool ,a IMeral brant'Iz mouirel W a0le2 manta AaNIRy. 632lb upliftatwpWft Y.51ma6o Ora T htmdywrepuwW. . ,• ;.:'amino LagN fea0am suPpafs pial Supports T"M AwLw MsoneEDeaf FLFB Tobl A¢nwrea 1 SWd.A! sfP 350" 3.50" LSD" 9B2 fD14/ 1496/-1113 rl.k 1113 x 3-srnd -srP 7.50" ].5D" 6.59' 5414 7613 13027 Blmprg l-9Wdwdl'Sm 5sw 5.50" I.w ISM n14/-5B 3918/58 sJos.y -Bb ncl Panels are msumN W cm,mIomisa0ed dmxU,abveMan and me so mo Is appled to me membr EEng hsiryKE. ,.unary oea0 P Live Loads L Uon ease) WWN (0,90). (1.00) commmb 0-SaBW ghr(PLFI pW19Y MA 163 t-Pomlib) I'V2"(Fmm) n/A .9 MAVIO.IDAD 2-P mQb) 71112"(Fmn) WA 30 SIV.AVIO.IOAD 3-Pama.) 11'71/2"(F.) WA 1286 SN.AVIO.IpAO I-Ppm an 11'71(27nmo) WA I7]2 SID.AUIo.bAD 5-PpM(D) 13.8114"(F.) N/A In S3D.AUIO.IOAD 6-oert Ib) I3'B I/T'(r.) MIA 66 M.'enne OAo T-Poot.) 15'8114"(FrcM) MIA 176 STMAU)O.LOAD 8-oom(Ib) 15'81/9"(FmN) MIA 66 STp.,UIIp.Lppp 9-Ptlmpoo 1]'8114"(FrcKI WA I I 176 SiD.Vn0.L0A0 10-Pe Iam IT81/a'(F.) MIA 66 SMA UOAD 11-Uniform(RFI Oro Is 9-(Frei) WA LSO SlDAl110.IM0 12-.s,r) 0b]']]/2- alA 1%.0 - SIIF.AUTO UCCA. 13-onform(PLF) 0w 11'4(Amon ftm 135.0 STD.ALM11.00 14-Uriom(PLF) 0aF7�• WA - 250.0 M.AUI0.LOAD 15-Un.-(PLR Ob ll'9-(FmM1) N/A 47.5 51p.gV16 LOAD 16-Umlorm(PLF) 0M ll'Y(From) N/A 2&5 SpAVIO.LOAD 9-UnBorm(PLF)MT]UT 1a 149' WA 013 - MAVIO.LOAD can 18-Unn(PLF) 17 N/A -N/A - 218.7 M.M.1D.IMD mnf f9-UrilmnlRF) I3'9F.199 WA fq.0 - ylDAllI0.lMD Fate eonwnn OPeraer Job Nava I 1/20/201710:01:16 AM Fpm.v5.1,Design Engine:V6.5.1.1 ^and Terormos1 65975.41. (9041 B2t sAo ems@ pn.umnao9y.�rr Page 1 of 2 Weyerhaeuser Notes 1ts'wsramaeu roaeen,runn.. weer.—Iv-I.mm.—re of 1.poaumwmoe In xwr0arce-thto yemaetea wm..men[merlaam punuxnm oe"n veva. `r wryernYuse,,e�p'esslY alscNlrt¢arytlMrd,Nods .W sod ..ware.PNer r. I .tetevW IihrMure Iw1 on.,onn Oetain (ww.womor�y{nm)aaexwria(0.im edam,aakiig PoMs ane sgiusn elwal a,e mcasgrbl ey thin wmrve.uxe olmlx xoRware ix ml incemeu io irtum n's. nemrwo oeslgn poles9tnal as,Nbmin ono, au[Mrrty na. on of nt Ittmre[aQ Wilco none Is respaisPYm sureWN¢[alo,armixomoobkxrtn tlewranwocls owl noon marMaoo eWICwele,NxuxvfanlNexare ESR 1153 regM1M m S6b cr besUy . ffi s,Weyvlueusa Ergrees. Vw 4mfJQs Hare beenn.no try ICC ES urvb hMnbA,ePartx ESR1153aM E50.�IJa myw IaYm In Xlp63r[e vnlP agAranle R51'M Nr4yEx. Epcumn[[meevaluatm re[aRx reler 10 n11p',//rnrw.x¢Ebwr.am/serv[es/s_CmePgMv6.axp. Tne pmuu teptoom,ins'n®gn Mae1111.,aM swWrt Mwmaoon Hareem paiam,E sain,—one,alw sorms mx (Peal., Jon Not,, 1/2012017 1 g.01:17 AM Ponev5.1,Design Engine,W.5,1.1 MST nsv 0975.41a laaalK 520o '" 'a3 renre Page 2 of 659]5Plyi SEQN 17136/T511SY42 STREIT RESIDENCELUSTOM 01y.e FROM: DRW: FOt Vi g1:124.61bz I ... Ot2d1] q )g2• '12L8 3.233' 8' 115' Ftp SE4' -P'6-- PI �) [-2re•12-(-21-I I-211•12--{-215-12-(-2's•12-{ F-rs•tz-( I -3m mi saw W=3%4 al A B C D E F G H I J K LM T i 1 �1arz U T B R D P N -3X8 -3X8 W=3M -4%5 =3%81JI .0O a4X5 FlW12-� 233' Least CrIl W Mind Creech Bnow Criteria(PORI in P3q De1VC81 Crbeda ♦Maximum Reulbne(be) TCLL: 40.00 Wind SIG NA Pg'.NA CC NA WT:NA PP Delbdion in be Udell Vp Lee R 1U I Rw /Rh I RL 1W TODL 17.01D BMW:NA mph K.NA Ce:NA VERT(LL): 0.202 D 839 39 V 856 I- I- 1- 1- 15.5 BCLL: 0.00 Enclosure:NA LONA Ca:NA VERTITL): 0.388 D 438 240 O 1528 /- /- I- 1- /3.5 BCDL 5.00 Category:MA Snow Duration:NA HORZ(LL):0.029B - - N 97 I- /- I- l- 15.5 0.Ld: 62.00 EXP:NA HORZQL):0.0%B - - V Min Big Well Reg is 1.5 NCBCM IDOO Mean Height:NAB Code 1 Nle[Cill Creep Factor:1.5 0 Min Bob Width Red= 1.5 SpBg. 0,00 TCDL NA pal Bldg Caret FBC M14 RES Mex TC CSI: 0.904 N Min 8,Width Rol= 1.5 Load Duration 1.00 BCDL:NA pad TPI SIE: W07 Max BC CSI: 0.708 Beanlga V.0.8 N popery=58ul Spacing:24.0- MFRS Pallrol Dist NA Rep Fanta Used Yes Max Web CSI:0545 Maximum Top Chord Forces Par Pill(Me) C&C Dist a:NA ft FTMT:12(OV10(0) Mfg Spm(reE Camber, Maxim Te ole Cho. rcesPChard. Ters.Comp. I:NA Gi NA Plate Ty1K(S): Chards Wind Duration:NA WAVE VIEWVer:16.02.01.1216.13 A-B 1 0 G-H SO 0 -4 1 Lumber End Vertical AtlaOM1ment B-C o-2215 543 0 C-D 0-2215 1-J ] -06 Value Sed:13B(Effective 8112013) AMO 3)cry.1 arxor(0.ls)Iomblend nindll D-E 0-21% J-K 5 -785 Top chard 42 SP p- ^9(315$o 7/16'10.12643'minlength law E-F 0-21% K-L , 0 Bar Webs 4x 4X2 SP M-30 shiple. 15Gwgaide fer,Chosen,211/2'lenglllwira F-G SC 0 Webs 4x2 SP p3 staples,rimmghwide Face;orth sal 16G on a Cmwn primmum),1-t2'length vdre staples on each Lumber valueset-1 'uses design values nanowlate. Maximum Ba Chord Forces Per Ply(lbs) approvetl 1130120133 byby mbarLEC CM1wds TeneComp. DMNS Tem. Comp. StructureMet plate Composite ar Lumber must behoull t such Additio124cml Notes layers, nisnot em the edtlefcerpeMiwlamsthe o2x6wnbnumssbwpbaU.S.oral it V-U 149 0 R-O 1218 0 layers.and not into the edge face of the memCers. STRBRIBR1014far braarg alar brgging U-T 2221 0 0-P ]B2 -11 beccormarrafted be mne.an T-S 2221 0 P-O ]8] 0 PMIIn9 Notef Tu55 mull be imtalletl as ahwvn wib lop MON up. S-R 2215 0 O-N T]2 0 All plates are 1.5X3 except as m1M. Th...If height W bis pass excluding we bang la PlateSM1b Table 1-0-0. Maximum Webomp. Por Ply tube) Webs Tere.CO-11 Wells Tem. Comp. JT Plate Lateral CMN JT PlateSea Lwe21 Chard N3) Stee 00 Bite No Sea Shill Bile W V 0 -11 F-0 0 -1]81 [t>) 3%8 3.00 R 1.25 A-V 0 1112 GA 0 -321 v-B 0-1612 0-I a -111 Pumas 13-1.113-1.1g9 D -P fro 0 D In lieu dstruclural comes panels orngtl wiling use ludins C-U o -put J-G 78 -45 b(hard ybrew CMNaas bllows: D-D 284 -240 G-N 87 -i)1 TC Spacing(In Oct SiE Evall23.00 D-S 4 -19 K-N 0 -8% TC 24 025 23.00 E-R 0 -350 L-N 0 -113 By 120 eor 23.03 R-F 1148 0 N-M 0 -11 Apply OC un m any dwrar above or Eelwv fillers at 24•oc unless anam anelwlw above. Danecupn Max JT VERT OEFL LL:0.20'DL:032'.Sao detail DEFLCAMB10144or camberrewmmanda9ons. NOTES: '� I.ln's4mni�gianm a�lfitlenlenasbo shollallan. P90ilurellnsNc5vuecmmpalYinB,iris lam EnvAlg.irtYWe BC311-03. rT emcta to ure Im m�ynmlm tdm me arMnval l pan doing inoalaum. TM 2bx TechribaY is a fictious name mrs"As Apex Terri an,News Capna,bn. fonds Eyiav, e}�e _�+ll Beres, 0.]51]14]45 even,Pak Ccun.suns 4Whuriarllla.Pl 32224-aw.e2,52Do APEX TueHouse Na'aft.,mnkl FE No,5BN45m PEeNo.714P PPE No.Me 089menG 65975 Ply 1 SEON:17437/Te5ISY42 STREITRESIDENCESUBTOM Oly4 FROM: ORW: F02 Wgt 12i81bs l ... 01Y2W17 T8'B 0'0'8 969' P's' 2T9.8 i'B'B 1' T11Y8 iP 54'6 3 -(zZ-- 2 1� 8.12�{�2-4-12--- �2Irl 2----Ziri �-ZVI2� F—M12 =3X4 =3X8 -3X3 -3X8 Wiwi -3X4 A B C 0 E F G H I J K L T M i -4101 z V U T S ft RO P O N -4x5 -4X5141 ilii wri =3X8(121 =3x3 v4X5 1310'12 8.10.12—� 2ZT8 Loading Creole(Not Mind Criteria anoer Criteria(PoR In iii Dewcsl Criteria ♦MVImum Reactions pbe) TCLL 4000 Wind Std: NA Pg:NA Ci:NA CAT:N PP Dalliance in IMUden t/g Lee R /U /Rea tire /RL /W TODL 1]00 Speed: NA mph Pli Ce:NA VERT(LL): 0.1880 894 360 V UO 1. l- I- l- l- SCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.359 D 484 240 O 1531 I- /- I- /- /3.5 BCOL: 5.00 Category:NA SrW DumBon:NA HCRZ(LL):0.02] B - N 524 /- /- /- I- /5.5 Des Lot 82.00 EXP:NA HORZ(TL):0.052 B - - V Min Big Width Req= - NCBCLL:10,00 Mean Height:NA fl Code/Mlsc CMetla Creep Fags:t5 O Min Big With Req= 1.5 SOME. 0.00 TOOL:NA art Bldg Cost FBC 2014 RES Max TC C51: 0.799 N Min Big Width Req= 1.5 Load24.0MWF:l.Og NA pat TPI SW: 200] Mex BC CSI: 0.864 Bearings O 8 N Fr erp=%5pai. Seaurg:24.0' MWFR3 PdAIM1015[NA Rep i 12b laed:Tea Max WebCSI0.531 Maximum Top CM1ord Forces Per P Ds CBC Dist a:NAfl FTAeT: pe(iii O(0) Mfg apeaM1etl Cemben Tem,I:NA GCq:NA Pdss Type(s): Clwrde Tem.COmp. DM1ONB Tens.Comp. Wind Dualism:NA WAVE VIEW Vac 16.02.01.1215.13 A-B o 0 G-H 611 0 Lumbar DeneNon B-C 0-22W H-1 611 0 Value But 138(Elfealive 6/112013) Max JT VERT Di LL:0.19'DL 0,21',See detail C-D 0-23R I-J 49 42 OEFLCAMB101410r wmberrecommentlaiiona D-E 0-2Ol J-K 47 -770 Top chord 4x2 SP p2 E-F D-391 K-L 1 0 Beat c11oM 4x2 BE 92:1324x2 BE M W: End Verecal AtbcM1ment F-G 611 0 Webs 02 SP p3 Lumber value act'13W uses design values Anacin notched and venicurri ona.and vetliwl apprOvel 113N2013 by ALSC using(3)sly,10d box or IDA 281 min)gun nails,or Maximum Bet CM1ud Forces Per Ply(Ws) Structural Campania Lumber must be granted such 5)qty. 15-Gaugg 7116'Cmwn,2-12't rgN wire CMOs Ter4.COmp. Creeds Tons.Comp. staples.through wide lace:ar(3)cry.1BGeuge.t' that piece tomph are embardoo perpendicular to the Craven(minimum),1-12'length wire staples on each V-U 1467 0 R-O 1139 0 Iayera,and rpt into the edge hre of the members. ..face U-T 2114 0 O-P ]BB -54 T-5 2114 0P-0 M -49 Plating Nobs Additional Nods S-R 21M 0 O-N AS 0 All plates are 1.5X3 except as noted. ,2x6 continuous sumgbacy.See date Pi BM1M Table STRBRIBR1014 for bracing and bridging Maximum Web Fwcea Per Ply(Rest mandation. Webs Tens.Comp. Webs Tem. Comp. JT Plate labral CMM JT Plass 1ad21 Chad Tilos meet be Installed as shown with top chcN up. No Size Shift Bute No Sia. Shift UnixA-V oveheight mis cess exdulln A-V 0 -IM G-O 0 -318 141 4X52.25 L 125 191 4x41.25 L 125 rall hal 9 gme rho rig is V-B 0-1615 0-1 0 -1139 1121 3X83.00 8 125 1'4'0. B-U Bib 0 1-P in 0 Purlins C-U 0 -'91 J-0 79 -43 U-D 3:O -304 O-K 34 .1% In two of structural parols or rigid ceiling use putlins D-S 4 -182 K-N 0 -551 to ladmlry dace chards as follows: E-R 0 -%2 L-N 0 -113 CMN Brune y(In oc) StdN(fl) Entl(fl) R-F 1115 0 N-M 0 -11 TC 24 xA3 2202 F-O 0-1]45 BC 120 U13 22,42 Apply purlins W any cMNa st we or Wow 011ma at 24-OC unless shown otherwise above. Han9em l Ties (J)Hanger Suggest Required,by others NOTES: /r� 1.madexagiaMai...lamebr.maxwm. Pb9lbnal'naIrvcuona acmnara'ea'IYM wv.uav bemrg.ircl Weacsrm 1// aMWabe®Nin¢nlUnclicn'.Wlh Nearthibclual lxa'I50win9 nsMlla4cn. Tgb.TMMryy..Mean namewvnM try Jae Ppen Tishri l2.11.1d.Cvpareiinn ..Enpinrer 1111 fivanoa N,7s,17-4745 BWkn Pei Loan,Saw 402 Jac4wmtile.n-322N sat 821 Was /� ad—. G=presai JaM as s PPmro'r pxime Murry JPE au lial arN APEX A2HOUS� PE No.M839 VcNa.58544 PE No.]1457 PE Na.m499 65975 Plya SEON:1]4381 Tfi91 SY42 STREIT RESIDENCE-CUSTOM Oly.2 FROM: ORW: F03 WOr WAlbs 4'5"8 1 4.5.8 i' 2.10.6 I 2'6' 1.9"4 (TYP) 1111A5X3 =W14 11115X3 _3X4 111�5%3 T F 1 I 1.5 10-1-2 3X4 =3%3 111X3 Ce =4X5 8'4" Leatlleg Criteria bed WIM Criteria Snow Claude ga.lum PSF) Defib Criteria ♦Maximum Raaallnns(IW) TCLL: 40N Wil SW: NA Pg:NA Cl:NA CAT:N PP 00man In loc UMfl LI, Loc R /U IRw IRh IRL /W TCDL: 1700 Spwd: NAmpb W.NA Ca:NA VERT(Lq: 0.0530 M 300 J Sgt /- I- l- I- l- SCLL: ON Enclosure:NA WNA Cs:NA VERT(M1): 0.114C 854 240 G 518 I- I- /- I- /3.5 BCOL 5.00 Category:NA Srvrw Condon:NA HORZ(Ly: 0.010 B - - J Min Big Width Req= - Dea Ld: 62.00 EXP:NA HORZ(TL):0.022 B - - G Min Bq W qlh Req= 1.5 NCBCLL:10.00 Mean Height:NAB Cgtle l Miss CrSerte Creep Fx10r:1.5 Beadlg G Fcpe1p=565". Solt 000 TCDL NA psf Bldg Code:FBC 2014 RES Max TCCSI: 0.545 Load Durstim:100 BCDL:NA put TPI SM: 2007 Max BC 081: 0HI8 Maximum Top Chord Forws Per Ply pbs) Spacing:24.0MFRS Parallel Dist:NA Rep Factors Used Year Max Web CSI:0.246 CMns Tens Cwnp. Cimme Tena.Camp. CBC Distm NA it FTIRT:12(OY10(0) fWg Spiollld Cembec A-B 0 0 C-D o -Wo 1:NA GCpi:NA Plate Tyyu(s): B-C 0 -795 D-E 1 0 Wind Cursecn:NA WAVE VIEW Ver:16.02.01.1215.13 Lumber Additional Notes Maximum BW CMrtl Fnrcee Per Ply(lbs) Value Set:13B(Efleclive 6/1/2013) Truss most be installed as shown win by tlwd up. Chords Tens.Comp. CM1OMs Time Comp. Top cMN 4x2 SP p2 The overall height of this truss eWuding overlelg is J-1 M 0 H-G TY] 0 SIX stbal 4x2 SP p2 1-4L. 1-H 800 0 Webs 4x2 SP p3 Lumber value set'13W uses design values Maximum Web Fortes Per Ply Obs) ap,mved 1MW2013 by ALEC Webs Tand.Comp, Webs Tens.Con,. S1mcWral Composite Lumber must be onsnled susM1 that pate learn are embedded perpeMimular to the A-J 0 -122 H-D % -8 Myers.and not into me edge fare of the members. J-B 0 -850 D-G 0 -881 B-1 18) -56 E-G o -121 Putlim 1-C 46 -43 G-F 0 -11 In lieu W structural panels or hi ceiling use Forms to laterals brand crone as hellnws: Chord Specm9On or) Starllfl) EndOn TC 24 0.00 808 BC 97 000 800 Apply Forums R,any chortle above or below fillers at 2r OC unless shown d mise above. Hargan l Title (J)dal Support Reunited,by am Entl Vertical Attachment AZO noshed end varka lis)W re#and vedical using(3)qry.1 Od box or(0.120X3'min)gun nail,or (5)cry. 15-Gauge,7/16'Cmwm.2-1R'length wire surplus,through wide use,or(3)9ty.16Gvuge,l' Cmwm(min um).t-lir length wim atopies on each rions-fidera, NOTES: N) ass. in oontimtsnl�tomlhmstallalian. PMitiwal inaWctiarwxmnpanynBllie Inas dreM,g.iMuk BL511 p3. a,wn'hmed'm on"0",.dm the ...envral pandwiy�neulgtion. —�A` Tgi 1Me.Timmix,is vliBrus name owned N)Jaz Apex TednaM9y Im,FLga CVRnlgn Ford,FnBN®, �- auaimsaW.]51]-4]45 a..1.Ccun,Suit 4M,lissox iia FL JII34-ndf.15tfq /}'� Md1xIDNorlvxsFl JenreyPNneam Wree BMus, JaquNle E RwAeM APEX 11 ueHouse PF No.Poa]9 PE No.taxi FEMc.,145T PE No 60499 W975 PIY1 SEGN:174391 T]01 BY42 STREIT RESIDENCE-CUSTOM O2 FROM: DR ry: W: F04 WgL 5181bs 411' 5'11• 09'0 all- + 1' i 2'1178 I 1' tlOil —2'6--]--21.4 (TyP) P VX3 mir 1111,` 15 X3 ��J(0 MX3 T K 9 E 1 N 1nr2 J =3X3 B15X3 G =ax5 sax5 �t —OTB 0'9'9 Lowest,CrKeda ONO Wind CNMrle Snow CrM bed Ron PSE) Dei Cranes al lJmum R.Wnt flips) TOLL: 40.W W its SIU: NA Pg:NA CI:NA CAT:INA PP Deflection In lad l/tlefl UR We R IU I Rw I Rh I RL IW TCDL: 1).00 Speed:NA mph PS NA Ce:NA VERT(LL)'. 0.009 C 999 360 J 515 1- 1- I- 1- 13.5 Sol 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.144 C 711 240 G SO, I- /- I- l- /3.5 BODL: 5.00 Cando NA Snow Dura4m:NA HORZ(LL):0.012 B - J MIN Bq Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TQ OA26 B - - G Min Bq Webb Req= 1.5 NCBCLL:101 Mean Hal NAM Case l No criteria Creep Fatlu:1.5 Bearings J O G popery=565pm SCM¢ OAO TCDL NA psi BMg CWe: FBC 2014 RES Max TC CSI: 0.623 III Du2ixv:10D BCDL NA at TPI Old 2007 Max BC CSI: 0555 Maximum Top Chwtl Ferris Per Ply(Ibs) Spacing:24.0• MFRS Parallel Dl51'.NA Rep Facbn Used:Yes Max Web 1:0370 Copal TensLOmP Chords Tens, Comp, CBC Dist a'.NA it FTIRT:12(OY1IX0) Mfg SpayfieU Cadger: A.B 0 -12 C-D 0 -BW 1,NA GCp,NA Plate TYpe(51: B-C 0 -BA D-E 1 0 Wind Counsel NA WAVE VIEW Ver:10.02.01.1215.13 LtanOn Maximum BIX ChoN Forces Per Ply(Iles) Value See 130(EBective 6/112013) Closest TewLomp. Chortle Tens.Comp Top cinN 41 Six 92 J-1 853 0 H-G BT] 0 BM chats 41 SP p2 1-H 09 0 Webs 4x2 SP M3 Lumb¢r value act'I N'uses design values Maximum Web Feee rcPer Ply(lbs) apprmretl 1130"2013 by ALSC Webs Tew.Camp. Webs Tens.Camp, Structural Campanile winter must be edemed such that pate teeth are embedded perpendicular to The J-A 0 -95 H-D 104 -1 layers,antl mllnb me edge law of me membere. J-B 0 -910 O-G 0 -975 K-J 0 -25 E-G 0 -124 Pudlns B-I ITS -W G-F 0 -11 In lieu of radical Panels or tgn wiling use Pudlns I-C w -37 to laterally b2w UpNs as fallews: Cheat Spacin8(in mc) Smooth) Einal TC 24 0.13 B54 BC 102 0.00 0.54 Apply Pudlns b any cMNs aWve w butdww Tilers at 24'OC unless sheen aM wise above. En2verMwi Adaclewnt Anach nM hetl antl vertedial IN nen ena vertical usilg(3)city.1 W box or(0.128'x3'min)gun nails,or (5)my. 15-Gauge.7116•Crewe,2ro2'length wire depose.mraugh wide face;w(3)pry.16-Gauge,1- Cdwn(min um).1-112'length wire Maples on each harmorface, Additional Notes Truss must be insanes as sMnn with top dram up. The overell height of this truss excluding mushmg Is 140 NOTES: � r` 1.The,O 11 mi sulfioenl W—11 inaMlssan,AsdaiseNCEme acmmpion"i He Yw aJhavany MWe BC511-03 ¢Mea . \\r d be usedndish.a—waY the wNireclwd Pn m lexxxon lhsrtlreti . TH 2�XTechmb ,salmuY nameomeds,Ja.� ,.T mbWlrcFbddaEw ,atianFbnd.Fhynew Succeeds 7547 4745siocconPar COM,evil Jadwnviie N3824-novidu tat Mkhvl oo—oti PE No P ods PEDollNo 71457 JPEWelin04 flhvleM WoolAPEX ueHouse PE W 60939 PE No,SBNa PE No]l45] PEN, 170499 #5975Plya SEON:1i4401TIO/3442 STREIT RESIDENCE-CUSTOM Oy. 1 FROM: DRW: F05 Wg1:134.8Ias l ... °120117 1219' 15']" 23'3' 1r IT9" F 2.8" 8• Ag 23' 2' �-2lll 2'V12 2'6.12+2.8"12 (IYP) W=3M pip X3%3 '33%81181 A �g v CNs1 X4081 E F G H I J K T -1n V L 1 �10t'2 ill a3JUN1 4.x8 pi =4X8(181 P D las" 1 al --4'44 10412 - 23'T LMEbg CMerla Oil Wired Criteria Shut.CrllerM(Pll Ia PSFl De1BCSI coup ♦Maximum Wapllena Bba) TCLL: 40.00 1Ninal814 NA Pg:NA OC NA CAT:FLA PP Deflep'lon in loo(/tlefi t/# LacR /U /Raw IRh IRL IW TL13L: 17.00 Speed NA mph PL NA Or NA VERT(LL): 0.359 O 802 36) U 162 1282 I- I- I- 133 BCU_ 0.00 Enclosure:NA Lis NA Ca:NA VERT(TL): 0.712 O 303 240 S 18]51- I- I- 1- 135 BCDL' 500 Catigory:NA Snow Carl NA HORZILLF 0.031M - - M 10301- /- I- I- 150 Ovoid! 82.01 EXP:NA HORZITLI:0.0!7 M - - U Min Bq Wage Ron= 1.5 NCBCLL:10.00 Memo Height:NA ft Code I mm.L111erle Creep FaM p 1.5 S Mln Bq WMP Rep= 1.5 Surge: 0.80 TCDL:NA psi BMg Cade: FBC 2014 RES Max TD CSI: 8.751 M Min By Witllb Rep= 1.5 Load Duration 1.00 Bi NA psi TPI Bid:2007 Mal C81: 0.948 BMmga q S.8 M Feaere=565pa1. Spai240' MFRS Parallel Oleg NA Rep Feclws Used:Yes Max Web CSI:0.822 N Forma Par Pry(the)Lho CBCD'Ist a'.Nish Top fl FTART:1210ylo(0) Mfg Specified Camber Chards Tem Camomp. CMMa Tem. Comp. 1:NA GC,:NA Plant Tipp Wind Duration:NA WAVE VIEWVert602.01.1215.13 A-B 0 -13 F-G 0 -3112 Lumbi Oaflaglon B-C M -8 G-H 0 -30213 C-D 1554 D H-1 0 -3026 Value See 13B(Eflemivr 61112013) Max JT VERT DEFL LL:G.36"DL:046'.Bae tletail D-E 8-961 1-J 0 -305 Tap Card 4,2 SP all DEFLCAMB1014for Mmberrewmmeralmons. E-F 0-2361 J-K 1 0 Bq croN 42 SP#2:B24x2 SP pill End Varum)AX am cM1int Weba4x2 SP#3 LuMaximum Bq Choral present Par Ply(Iba1 Lumber value sup'138'uses des] lues Attach InternetaM veNcapi W relend vertiral design values using 3 1 )gun nails,or Chorda Tens.Camp. CMNs Tem. Comp. aDWovetl tl3N513 by ALSO sl g( 15-Gal 5-Ga tlMxm 0.138"x3"min Stru l Composite Lumber must be mreMed own depts trough iA16'6mx(3)alln,2-12'1-Gau wire U-T 92 -750 O-P 338 0 met steplesiMempu x31-10de length wire l6les on T-S 0-1489 P-O = 0 eyes andmbaremeadco] MNentlkulathem. Crown(minimum),1-114IetgN wire staples on each layers,end no11n10 Ma etl9e hce of Me members. rlanpw iaM. B-R 801 D D-N 385 D R-0 BW 0 N-M 185 0 Plating a am I Additionalcti uolea All plates are 1.5X3 except al noted S RBRIB IO14folrhad,h.Bee detail Webs TWeb Fgcea Per Ply QbT Plate ShHl Table STRBRIBRpapecarmarnCa01o^iorbmurg aM bridging Webs Tens.Comp. Webs Tem. Comp. JT Plate Lateral CM1ON JT Plate Lmeral Chord Noggin¢mach ores)al-2lbss allfrom a ron-veinal U.A ° -181 O-F 0 -H@ No SIM Shift Bile No Size ShAt Bite IMtl case reaulrea upllX canMdim.Bee Maximum U-B 1133 -54 F-P Im -4 111 4X5 2.75 L 125 14] 3X4 1.25 L 1.25 RMNom. V-U 0 -5 O-G 45 -19 151 3X4125 R 725 18] 4X84.25 L 1.25 Truss must Mimtalled as shown wuh top chard up. B-T 0 -527 G-N 0 -65 1101 4X8 3.75 L 1.25 117) 3X8 3.50 R 125 T-C 109 0 I-N 0 -301 1181 3X84.50 R 1.25 The overall haghl of this truss excluding cveMarg is C-S 0 -89 N-J 1327 ° 14'0. S-D 0-9TJ J-M 0 -IDS Purlins D-0 1M o K-M 0 -19 Inireu WmW,alpaneladdgid Mlhng Me Wdins E-O 0 -96 M-L 0 -11 to lattrally".Mond.as let. CMN SpaungOn op Slad(ft) Entl(u) TC 24 0.00 22.88 BC 120 0.13 22.88 Apply Durllr s N any comes some or below fillers at 24'OC Inions shown 0ulerwim above. NOTES: N) 1.ibis ErMrg i3 not abrwillemWm ti . Aitidi-suri xirg PiM oinam S new a-,, Wa BCm 1 Nro .n3. /�� daleu �. euenot wre rW uppareen "piand:m �. napm 1par-mimiai'mon. 1(a z.rlRxrMr4Wvia shlitiwunm owned ev am ron rMmlWY me,FlondvC ,Nvlvn. Flom EnI neer thenSiireNo.7517-4745 SPas Own.sidle 402.Je5mr 5me.FL 3MN yoAQI 52M P� APEX �.l ueHouse PE W.6W3B Fi E W Y MPo^ FE Nu]457y JeE o theme ManL + 65975 Ply'.1 SEON:174,111 T3I SY42 STREIT RESIDENCE-CUSTOM City FROM: DRW: ROM Wgt 121.8 Its I ... 0120/17 12'9' LI-4 23' 125' i Y4'8 T& 1 I Ap 22W 2'-- 2W12Y6-12--- 26'12 2.6.12--� W=3X4 =3%4 -300151 m4x8[81 =3X4 mi =4X8 A 8 C D E F G H 1 J K T ge U 1 P1'2 TM S MR G P0 N M L �P =4x511] =3X41 =axe all =4X81101 s3xe1t71 =4x5(zq 45"4 } 180"12 23' Loading Croatia has ow Wind Cdhdra So.Croda IPf.PIm Ps, DBMLSI LOMda A Maximum Reactions(Iba) TCU 40.00 Wind SM: NA Pg:NA 0:NA CAT:NA PP Defection In 1.uden UN LCc R 1U /Rw /Rh /M toy TCDL: 17.00 Speed NA mph PENA Ca:NA VEFT(LLT 0.381 N 597 36U T 155 /278 I- I- 1- 13.5 Bl 0.00 Enclosure:NA Lu:NA Gs:NA VERT(TL): O.M N 304 240 R 1881 I- l- I- I- 13.5 BCDL; 5.00 Cahugery:NA Sal Oumfion:NA HORZ(LL):0.030 L - - L 1020 I- /- I- I- I- Des LG 62.00 EXP:NA HORZ(TL):0.056 L - - T Min Big Width Ry= 1S NCBCLL:10.04) Mean Heigh;NA R LadeI Music Culture Creep FactorIS R Min Bq Width Reg= 1S SSI: 0.00 TCDL:NA psf Bldg Cade: FBC 2014 RES Max TC CSI; 0.695 L Min Big Width Req- - Load Dural 1.00 BCOLNA Pat TPI SM: 2007 Max BC CSI: 0.952 Storage T e R penal=5135psi. : Spetiig:24.0' C&C Data ParNA Dist NA RBIFadws Used Y. Mig Webfied 0.823 Matlmum TOPCMrd Forus Per Ply(Ma) CSC Dista :NA Plate T 2(Oy10(01 Mfg Specified Cembec 1:NA GCp[NA Plate Type(s): CMrds Terls.Cnmp. CIIONe Tena.Com, Wind Notion;NA WAVE VIEW Ver:16.02.01.1215,13 A-B 0 -13 F-G 0 -339 Lumber De0acikn B-C 79 -4 G-H 0 -309 Valles Set:13B(Eflerme 5112013) Max JT VERT OEFL:LL 036"DL:0,46'.See onail C-D 1531 ° H-1 0 -3062 DEELCAMBID141ot gmpvrecomlrergations. D-E 0-2318 -J 0 -3C8 Top chard 4x2 SP M-30 E-F 0-2348 J-K 0 a° Bdchad4x2SPM:B24x2SPM30: End Vertical Appointment Webs4x2SP113 Lumber virus set-1313'uses design values A6ech nIelChed and vom l(sI t0 and and verfical Mamum But CM1ON Forces Per Ply(lbs) approved 1130l 1,,Al ni *.l0d EOxor(0.128X3'min)gun nulls,or Chords Tena Comp. Chords Tens.Comp. S1Yural Com es Lumber,must be assured such (5)qty. ISGaugg7l16'Cmvm,2-12'lergmere T-S 55 444 P-O 971 0 that plata teeth are am OemeMicularW Os Mplas'through Inde face;or(3)qty.l 6-Gauge,l" S-R 0-144.5 O-N 3363 0 Crum(minimum),1-102'kill wire staples on each Isyers,and not into Nsedge face 0fthemembers. seesaw face. R-O 791 DN-M 33850 O-P 791 0 M-L 1m 0 Pladrg Nunes Additional Notes All Maes are 1.5X3 except as noted •2.6 cntinu0us a0mgback.See tl0ail Maximum Web Farces Per Ply(Il PIaIe SM1IR Table STRBRIBR1014 for bracing and bridging Webs Tens.COmp. Webs Tens.Camp. recommendations. JT Plane LMerd CMrd JT Plate Lateral ChOM Negative reaction(s)of-27U MAX.tram a non-wiM T-A 0 -im P-F 0 -119 No Sim Stiff Bile No Size Shlfl Bile load case requires rain connection.See Maximum T-B 817 -47 F-O 178 -3 Inl 4X5 215 L 125 (4) 3X41.25 L 1.25 Ferocious, U-T 0 -26 N-G 42 -137 151 3X4135 R 125 181 4x84.25 L 135 Tres must be installed as shown with by troth up. B-S ° -521 G-M 0 -596 1101 AM 3.75 L 1.25 1171 US 3.50 R 125 ig S-C 1011 0 I-M 0 -315 [20) 4x51.25 R 1S The Oremll height of Mis tral excluding orermrgis C-R 0 -8Zt M-J 1287 0 14-0. R-D 0-295 J-L 0 -M Purina O-P 179 0 H-L 0 -125 In Intensity aunt chordelsorngr ceifrg use purlm E-P 0 -29 m laord bSpeclpmsas rolloers Sou Chord BOa2ng(In oc) StON EM(nl TC 24 0.0° 22.81 8y 120 -013 239 at 2y OC un a any chords a ass or pekes fillers at 24"OC unless stlmvn olllereise above. Hangers l Thus (J)Hangar Support Required by shers NOTES: /f� 1 ."une .Yre is mreare-vemeses iiHrclura bFrouren.....f Btmmpannre m¢wu emaire.iMWaecsll-0s. 1// noulobsimr:nax..... Ne anstabool Pl.m euirg'nStlMion. Tg Acle.TevNWryY as lies tame wmed by Jon xTor la9Y Ferro Cixpxa cn. Flonm Erxinma eavress to 1w-4745 sNlm Park Cour.sum 402.Jaikwm+ue FL 32224-9w 921 sl /� p IvalGNodmyW PE he poWeWn7Y Jayuelme EsManO APEX UG DUJQ �No.K838 EN0.59544 PE W.11457 PE No.PW99 65975 PIy.1 $EON:17459 TN 1 Sy" STREIT RESIDENCE-CUSTOM GIy.1 FROM: DRW: FullWg1140.OIb5 T1PB10.8I 1T10Y 15V'8 21'Y t• 2'1PB t' 19 A °IBr-rc-I F1°I 11-T1xl I'I mP .3x3 -3%a each =4X8 =4x5 a x4 am .=. .4x5 =5x71281 L N �A B C D E F G H I J K M O T 1 a �101K AS M Y% W V U T 8 R 0 -4xs111 a4z4 w=3w =4X4N31 pew am aSpol =6x81257 =axe aU418) .axe -4•sa 18712 9a' Loading tNeha(wri Wlod Criteda Srow CMxY IPg.PIinl'i DeRAC31 Cmeha ♦Maximum Reactions(Im) TCLL 40.00 Wind Sid NA Pg:NA CL NA. CAT: PP Detectiloo,t/d Detection In Ioete Ug Im R IU /Rw IRh IRL /W TCDL: 17.00 Speed:NA mph K.NA Ce:NA VERT(LL): 0.322 I 670 360 AC228 1192 /- 1- l- 13.5 BCLL: 0.00 EMlosure:NA U:NA C4:NA VERT(TL): 0.6721 444 240 Z 19141- 1- 1- 1- 13.5 BCOL' 5.00 Category:NA S.Capable NA 1-1010.037 P - - P 15061- I. I. 1- 15.5 Des Ld: 62.00 EXP:NA HORZITy:0.057 P - - AC Min Bq Width Req= 1.5 NCBCLL:10.00 Mean I-I.i NA It Code l Min all Creep Fina:20 Z Min an,Width Rep= 1.5 SOint ON TCDL'.NApef BMg Give: FBC 2014 RES Max TCCSI: 0935 P Min Brg Width Rx1= 1.5 Lead Duration:1.00 Bl NA mf TPIStd:2014 Max BC Ca! 0.989 Sherri AC,Z.B P Frps,=565pv. Spacing:24.0MFRS Pull DW:NA Rep Facbrs Usa]:Yes Mex Web CSI'.0.086 Cllortl Meet..Top Forces Per Ply(the) C00 Dist V NA It Iii 12(OY10(0) Mg Special Camber. CMers Te op Chi . Cards Pala.Comp. 1:NA GCpi:NA Plate Typists: Wind Dumgon:N4 WAVE VIEW Vec 16.0ZO111215.13 A-B 0 -17 H-1 0 -4717 Lumber Puallm B-C M -131 1-J 0 -4715 C-D AD -117 J-K 0 -4715 Value Set:13B(EBxeNe6412013) InlguaMmMmbpanNsoragidmilingmePdim D-E 1216 0 K-L 0 -4566 Top MON 4x2 SP lip:T24x2 OF#2 be tatemly pee chads as follows: E-F 0-1299 L-M 0 -ma But Mord 4x2 SP#2 B24.2 SP M-31: CMN Spanpq(in or) Stena) EnJ(te) F-G 0-Will M-N 1 0 834x2 SP Ml TC 24 0.00 22.80 Webs 4#SP#3 BC 79 -0.13 22.88 G-H 0-4240 Apply putllns to any rivers above or below fillers Lumber value red'13B'uses design value at 24.OC unless shown otherwise antra. Maxlman Bet Chad Forces Per Pipe(ON) approved InMOI by Al-SC ChmUs Tem.Comp. CMNs Tem.Carp. Structural Compmi@ Lumber must be aiante]such End Verdi Attachment that pWmtwgh areembedded perpendicularlothe Amen netched end vehicalls)to Net and wu l AC-AB 1% -677 V-U 4710 0 buyers,and rwt into ON edge face of the members. using(3)pry.10d Mx or(0ANN3-min)gun nails,or A9-M 131 -685 U-T 4717 0 (5)qty. 15-Gain,7116-Crovm,2AP-langNwbre M-Z 0-1145 T-R 4781 0 Special Loads staples,through MIN,race:a(3)cry.186auga,t' Z-Y 233 0 S-R 0 0 ---(Lumber DucFar.=1001 PIM8 Dill 1.00) Crown(minimum),1-112'length wire staples on each Y.X ZO 0 R-D A2B 0 TC-Fran 114plfat 0.1310114pgat 23.13 narrow one. x-W 2348 0 O-P 1547 0 BC-From 10 pit at 0.0010 Intact 23.25 W-V 3803 0 BC- 589 M Cone.Load at 10.67 Additional Notes e 2x8 meObem strongback.See detail Maximum Web Force Per Pty Obs) Plai lrq Nivea STRBRIBR1014 for brenlg and imaging All places am 1.5%3 except as trap splexpeamenclaters. Webs Tens.Cemp. Webs Tem. Comp. Plate Shift Taber mmm eunkims)of-192#MAX.Iran a mn-wind AC-B 0 -131 G-V 710 0 gore's el connection.Sea Maximum AC- 747 -132 V-H 0 -89 JT Plate Lal6ral CMd JT Pate Lalea& CMN lyperNm. ADAC 0 -35 H-U M -113 No Size Shite Bila No Size Ship Bite Tress must be installed as shown with top Mad up. B-AB 0 -X6 1-T 86 -197 117 4%52.]5 L 125 lel 4X41.25 L 1.25 The ovarell Might of Mis Was reducing trashing is O C-AA 0 -4% T-K 438 -43g 1251 8X83.]5 R 2]5 IN) 5x7 J25 R 135 1-4-0' D 9T1 0 K-R 0 -450 2 0 -751 R-L0 L-O L'0 895 0 0 DMectlon Z-E 0-100 -13153 E-x 1495 0 O-M 1863 0 DMax JTEFI-C 81014 fL:LL:0.3Y DL:0.41'.See tlemil X-F 0-1477 M-P 0 -2151 DEFLCAMB1014 br pmberrewmmentlatlana 1p4d 0 N-P 0 - W- W G 0-1002 P-O 0 -B NOTES: Tf) I.Tri 4nueq is misuMci-=pone he realbem.AmeamllneWrtina xanWrr#ng Nie 4rvs 4nrMNxic.la acts 1L3. sIgJJ d ue!im m�junerion wiilr the aNiilMwY rime dune intltlblgn. TV 2 Aye.T.Smkge Har I-pree.wred W Jae A,Tecondo9v Irc,Rwya Woophin FNede F„Iyre. I1 &tlrass No.1.1.4145 pri Pill,°oml...R.Q2,JacAmsere,FL R32a-ref U1 Rm APEX p Mimvtl G KodmwN Jeerer PAmexn 0.M 91.Lrrey JaquNine EROManE TrueHouse EW em 9 PE No.1. PEW 11111 PE all em°9 M975 Plyt SE0N:17412 TM SY42 STREIT RESIDENCE-CUSTOM Cry: 3 FROM: DRW: FOB WA We Me l ... O1 8' 99'9 17'8' �F-2`6 k 2.6.12-i-2.6.12-{ F-79.12-1-2.6.12-{ (WP) 1111.5X3 11115X3 =4X8 1111.5X3 =3X4 -3X4 W=3X4 =4X8 11115X3 A B C D E FG H I T 1i 1 �1WI.2 P O N M L K .. -3XS]54 W=1,1O31O 1111.5X3. -3X(1(131.. =3X8 111.5X3 ITS' Loodlm9 Odearb lost Wind Criteria Snow Criteria 1pew In Paii Dri Crlbrs A Maximum Reactium Rbai TOLL: 40.00 Wind Std: NA Pg:NA Ct'.NA CAT:NA PP Defletllm In loo Used L Inc R 1U I Rw tat /RL /W TCDL: 17,00 Speed: NA mpn K.NA Cis NA VERT(LL): 0.349 L 647 380 P 10, )- I- /- 1- 13.5 BCU: 080 Enclosure:NA Lu:NA Cs:NA VERT(II): 0.503L 354 240 J 10691- I- l- 1- 1- BCDL 500 Congo,NA Snow Dumii NA H0RZ(LL): (.041 B - - P Min 079 Width Req= 1.5 Des W: 6200 `c%P:NA H0RZ(T-):0.077B - - J Min BMWiMb Req= NCBC1110.00 Mean Height:NA It Code l Mbc Criteria Creep FabOr 1.5 Bening P Faces,=S65pst Soft 080 TCDL:NA pM Bldg Code:FBC M14 RES Max TCCSI: 0917 Load Dereens 1.00 BCDL NA Pat TPI Sid;2007 Max BC CSI: 0801 Maximum Top Chord Fomes Pan Ply Raw) Sparing:24.0MFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.678 Clardy Tera.COmp. Chords Tens.Comp. CSC Dist a:NA it Iii 12(Op1U(0) Mg Spedfied Camber A.B 10 E-F 0 -3250 1:NA GC,,NA Plate Tywh): B-C 0-3211 F-G 0 -3258 Wind Duration:NA WAVE.HS VIEW Ver.18➢2.01.1215.13 C-D 0.321 G-H 0 -3250 Lumber EM Vertical Atbdamenl D-E D-3791 Value Sec 13B(Effective 61112013) Attach notched era veNraNs)to res bad Methods Too chord 4,2 SP 92 using(3)city.10d box or(0.128513•n4n)gun malls,Or Maximum B.Chi Forwa Par Ply(Iba) Bot CION 4x2 SP M-30 (5)qty. 15-Gauge.7/16'Cmwn.2-10 length wile CMNS Tem.Comp. Cd--- --- Wen 4,2 SP#3maples,ibreagM1 wide Mw;w 13)qry.l9Gauge,l' Crown(Lumber value Mat•138•uses design values mm'Imum),1-1Q•IanglM1 wire staples on eacM1 O-N 3791 0P-0 1924 0 Lt-K 3791 0 approved 15MO13 by ALBC narrow N-M 3791 0 K-J 3Yh 0 Structural Countesses Lumber must be orient l moh Additional NOW Nat plate teeth amembecided pnpeMkularbtM ♦2x6 continuous sbongback.See down Maximum Web Fnrns Per Ply Ries) layers,and not into the edge law of the members. STRBRIBRi DW for baring and order, Wri TewCone, Webs Tens.Comp. recommendations. Plate SM1MTable Texasmostbe installed as shown with top Uhwd up. O P 0 11 L E 132 116 JT Plane Lateral Chem JT Plate Lateral CMN The overall M1egM1e of this truss excluding weNarg is A-P 0 -112 E-K 0 -@5 No Size Shia Bite No Base Sllit Bile P-B 0-21M G-K 0 -3R (5] 3%8 3]5 L 1.25 [13] US 375 R 125 B-O 1423 0 K-H 13116 0 C-O 0 -3Z2 H-J 0 -2797 Marine O-D 0 -862I-J 0 -123 In lieu ofserucwral Wreplswngid wiling use purlins D-M 142 -106 to laterally Mace brands as follcves CMN Spacingnin Oct Sbd(fl) MORD TC 24 0.13 1230 BC 120 0.13 17.38 Apply purse to any chords above or bellow filbR at 24-DC others shown gmalwise above. Hangers/nes (J)Hanger Support Required,by others DeflemOn Max JT VERT DEFL LL:932-OL:0.33'.See detail DEFLCAMB1014 be camber recommeMaeions. NOTES: �'� 1.shisteaved is and ahm�«nvath Me Mnbranes. nmdmna ressiuonra�,mamyire mi.wvam.ma.'mw.11csl sus. nwdabhweammighcoon Hm ma amnbadhral den:e.xra immummn. TLT 2 apex Temeal a ddhawa mama o., by 1.xe,Tan.honm iris.Rude ox. Anne.Fnlan..r I1 Bu9nesa No 1.7 p<S pull.It C.Ia.1.an2,JxX HIL 11 IzI21-9m.02152w NYfha.IDKoxkw.le a,P�.eam Dere\B varm, Javquelne E RUMeM APEX TYueHouse PEW 60638 PE No assal PE No.71457 PE No.BN9a 65975 %y:1 SEQN:174431 T73 I SY42 STREIT RESIDENCE-CUSTOM Oy:2 FROM: DRW: F07 Wgb 32.2 Me I ... 01/20'17 2'1 �— 178 III1. X3 =JX3 =3X3 TH C D 0 1 �1OY'2 G =3X3 E =4X5 1113 3 1 4.8e LnaEIng CNlede(pa) Wind Clients Snow CrReda(Pi in PSF) Oni Cdit la A Maslmum Reactlons(lb.) TCLI: 40.00 W iM SIG NA Pg:NA Cb NA CAT:W PP DefinGloo m be Lead Ly Lac R ?U /Rw ISM I RL JW TCDL: 17W Speed NA mpn K.NA Ce:NA VERT(I.Q: 0.00) B 999360 G MO I- I- I- 1- /3.5 BCLL: 000 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.0168 M 240 E 28D I- I- l- I- /5.5 BCDL 5.00 Cam,or,'.NA S.Duration:NA HORZ(Li 0.001F - - G Mm Brg WMthReq= 15 Des LG 62.00 EXP:NA HORZ(TL):0.001 F - - E Min BM W Itlinli 1.5 NCBCU:IBM Mean Haigh:NAZI Coda/MIsc CGMEa Creep Fill 1.5 Bearings G B E fission,=Bellied. SGML 0.00 TCDL:NA ysf Bldg Coce:FBC2014 RES Max TC CSI: O.412 Load Duration:1.00 BCDL:NA par TPI SIG 2007 Max BOOST: 0]30 Maximum Top Closed Forces Per Ply(Ibs) Spacing:24.0- anti Pal Dist:NA Rep Factme Used Yes Mm Web CSI:0453 Comes Tens.Canp. Clrortls Tens.Cwnp. CBO Dist a:NA It FT1RT:12(0y10(0) Mfg Specified Camber A-B 1 0 B-C 0 -256 1:NA Ga i:NA Pinta Tyyels): Wind Duration:NA WAVE VIEW Ver,16.02.01.1215.13 Merdmum Bot Chord Fomes Per Ply(lbs) Lumber CMNa Termwerp. CMN. Tens. Comp. Value Sebl3B(EifeMive6IL2013) G-F 274 D F-E 0 -1 Top chord 4x2 SP g2 But shote 4x2 SP 92 Maximum Web F..Per Ply(Ibs) Webs 41,2 SP WNu Tere.COmp' Webs Tens. COMP. Lumber value set'138-uses design values approved 1113 by ALSC H-G 0 -11 F-C 3211 0 Smactural Composite Lumber must be opened such A-G 0 -iD C-E 0 -254 had plate Web ere embedded perpend'eula In Me G-B 0 -305 E-D D -18 layers,and nor into Ne edge face of Me members. B-F 0 -171 Paul In lieu M structural panels or rigid wiling calf pumps 0 I.WraIIy bmw GwNs as ro1lov5: CMN Spacing(in so) Sumpt Email TC 24 0.13 4.38 BC 51 0.13 4.30 Apply purlins to any chords above or bNow Plate at 24-OC unless sngm ghemiae above. End Vertical Attachment Agach crushed antl veNwl(a)to next and vertical using(3)qty,10d box or(0.120"xTmin)gun nails,or (5)qy. 15-Gauge.711V Coeven,2-1rz9ength fore staples,through an&face:w(3)qty,16-Gauge,I- Crown(minimum).1-VT length wire staples On each ow face. Additional Notes Truss must be installed as shaven x1M top chwtl up. The overall height of this Wss exploring overhang is 1-4-0 NOTES: 1,IDk 01 i¢nabMumlYmebrihossum,Palingnel iximic4cr¢xvwrprTng Ni¢uuasanvnrq,INuln eC5n1-0J. swum a aed r,wnlurwliun wim M.aiwlxnnl pan a1rN immnaon. TH 2.annex rM'�y'is a feliEwm s rae cwnM Ly Jae Apea TerMebpy Im,scams Gmptvalain. FlcnN Fpason, ewrreu a arts s,inn 1i Cou4,suite...Japprai,111..-.apt APEX TrueHouse "I chm'.`.x J w,'fioscon Inve n 85825Ply 1 SIGN:111IT]5/SY42 STREIT RESIDENCE-CUSTOM Ory: 2 FROM: DRW: FOR Wgl'.30.8165 I ... 01=12 2r6• I - 1,5„8 III ASX3 =3BX3 =3X3 T TD Y 10'1"2 33X X3 = ke 3 E 1113 3 4'1 Lmtling Crilerla 0e6 Wind CrBatla Snow Orel log.min Must DNCSI CrteN ♦Maxim nReactlpna(lb.) TOLL: 40.00 Wind Std: t Pg:NA CC NA CAT:NA PP DeOeUlon in hoc Lidefl Ult Ina R /U later last /RL /W TODL: 9.00 Speed:NA mph PF.NA Ce:NA VEHT(LL): 0.003 B 939 360 G 261 I- I- I- l- l- BCLL: DLO Eadosum:MA Lu:Nk Ce:NA VERT(TL): 0.016 8 g9s NO E 228 1- I- I- l- /5.5 BCDL: 5M CategNly:NA Srow Duration:NA HORZILL):0.001 F - - G MN Bq Witlm Req= - Oe5 Ld:CL 62.00 EKPMea NA HORiCon,Factor r IS F - E Mid Bry WiGM Rep= IS. Suffit 1000 Mean Heigh:NAB COtla/de FOC 201 Creep Fadar L5 Budng E Fcpem=565ui. SWd! 0.00 El Mps1 B16TPI lid W0BC 2014 RES Max TG C51: 0.440 Sistr,NAn:1.00 BCDL:NAard ped TPI Feature Max BCCSI: CA” Maximum Top Chord Forces Par Phy(lbs) Tes.0 Bpedrg:200' MFRS ParPA Disc Nq Rep Fadws Uae6:Yea Max Weta C51:0.154 ChorA-B Tana.Can0 B-C Tens.Comp. CBC Dista:PAR PTOET: pal Ol0) Mfg Sudfretl Cembbr: p.B 0 0 B-C Il -240 I:NA GCpi'.NA Plate Type(ak Wind Ducal WAVE VIEW Ver.16.02.01.1215.13 Maximum Bust Cbwtl Fortune Par Ply(IW) Lumber Mail Nobs Chords Tens.COmp. Chonda Tens. Comp. Value Sec 13111Eflepive W12013) Truss must be Installed as shown who top Gland W. G-F 262 0 F-E D -1 Top chord 4x2 SP 02 The maorheigbt of this truss excluding examidrg6 Bot chord 4x2 SP N2 1- . Maximum Web Forced Per Ply(Ups) Webs 4,2 SP set Webs Tens Comp. Webb Tena.Comp Lumber value but'1313'uses design v.l.. approved 113N2013 by ALSC A-G 0 -124 F-C 323 0 Structural Composite Lumber must be onbMetl such G-B 0 -2N C-E D -251 that plata Ruth are embedded perpendicular to Me B-F 0 -166 E-D D -18 layers,add not into the edge lace of the members. PUNIns In lieu of simctuml Panels or Mid uiling use purles to laterally brace chards as follows: Chord Special or) SMd(ft) Entll6) TC 24 -0.13 4.06 SC 51 -0.13 008 Apply purlins to any cMNs a6Pve or beche fillers at 21 OC unless ahmvn otherwise alrne, thousands l Ther. (J)Hal Support Ran it by opens End Ventical Attachment AOach notched end w:rtiull to next end small using(3)pry.Md box or(0.128'0'min)gun nails,or (Sins 15-Ga,la.2/16-Cmwn,2-112-lengthwim staples,through vdde face;or(3)yry.16-Gami ,l' Crown(minimum),1-1Q'length wim staples m each memory Fux. NOTES: �'� ehaddoewrg i¢int todureamtetm rwinWllsod sectors!nonsexists amrghr4inB u+a mvamxirq,'vywe BC51tp3, ¢MWO dr lu4in wnryrctim WAh W aNical l0lse toffs! onsexIbn. Tg lebros, ndoornam. 1.by Jar Tpax TMmlPoy inn.FldN¢Cogamun Issue E9rear No 7547-4745 Sudan wM1 Cmn,ami.402,bdwmib,FL 32U4 bot 8215IW /� se "ch'.,GNozlvmN MEffiNo Ppost ILN 11451 Jatqueli neEFovAiM APEX UG UUJG ENo.6WJ8 ENa.5a5N PEW 1149 PE No.W099 859)5 mY1 SE0N:1748E T0I SY42 STRER RESIDENCE-CO6TOM Oy:O FROM: DRW: F09 Wgt 205.8 IEs / ... 0120'17 59'8 34'5- _ qq 59R 1861 � Cpl F1'6-"� lel I-zlh 2f-15-{ -zs-7--� DYPS =i u3Xy11e%e01 =6X6 =5X51]1 w-ax4 w=3x4 .5x5 .5x901 =5X5 �A 6 C O E F G M I J g L M ryp T �4 M. 1 �le1Z AC AS M 2Y % wY 4 T 3 R D P .5%] .8%[{41 S6%fi I14X41R1 W-H0310 W-Hp310 .4%5W=3 .5%51251 .5%712]2 cr .5%5 113YA129) 24'5 LoeOrg Charlie Ip0 Wind Chiral Snow Crterla(FaRH PSN DBIVCSI Charae ♦liexlmen Reacllerapis) TCLL 40.00 Wind SILL NA Pg:NA CC NA CAT NA PP DefMo00n in do i/ae0 LAC Loc R 111 I Rw I Rh I RL IW TCDL: 10.00 Spred:NA mph Pf.NA Cm NA VERT(LL): 0.426H 673 360 AD1SO4 I- I- 1- I- 15.5 BCLL: 0.00 Emanuel NA Lu:NA Ga:NA VERT(TQ: 0.725H 395 287 P 1027 /- l- I- I- 13.5 BCDL 5.00 C Nxftd ya NA Slow Durmom NA HORrz(LL): 0.050 B - - AD Min Brg Width Req= 1.5 Des La: 55.00 EXP:NA HOR2(R):0.0858 - - P Min Bq WdMRN= 1.5 NCBCLL:10.00 Mean Hall NAR Co4IMIaCOMaa Creep Factor 15 Bearings AD 6 P Pope,a 55psi. Solid 0.00 TCDL NA psf Birt C :FBG M14 RES Max TC CSI: 0.300 Load Wm4on:1A0 BCDL:NA orf TPI Sri 2007 Max BC CSI: 0]]4 Maximum Top CM1xtl Fames Per Ply(lbs) Spacing:16.0' Idi Parallel Dist:NA Rep Facts Used:No Max Web CSI:0.010 Chmae Tena.Comp. Chards Tem. Gump. CBC Dur a'.NAR FTIRT:12(OYIO 0) Mfg Spedfied Camber: A.B 0 -M H-1 0 -61M 1:NA GCpr NA PIM.Type(c): B-C 0-2189 1-1 0 -524 Wind Dumt*n:NA WAVE,HS VIEW Ver 16,02.01.1215.13 C-D 0-4680 J-K 0 -5%24 Lumbar ParibasD-E 0-5]5 K-L 0 -4M) E-F 0-6352 L-M 0 -P]7 Value Sae l3B(ERedFre 6112013) In lieu O ahucNyal panels or rigid rolling use orinins blalmallyblacedardlaafdlose: F-D 0-80.51 M-N 0 -1061 T34x2S4#SPM-31124#SP Ma0: G-H 0-fi4s4 But cro SP#2 Chord Bpming(in on) 50.216) Eirri 24.17 But cM1E U24x2 SP SP#MJt:B24#SP M.AO: TC 20 0.25 24.1) ly jibs) Webs 4x U2 SP M' Appy 120 0.re or 24.17 Maximum Bol mp. Fomes Per Tem. W0be4#SP Ki Appty OCunles shownchorcs otemb or burger 014rs Chards Tem.GOmp. CMrda Tells. Comp. at 24-OCunless mown omerwise ato.e. Lumber 15 `O'I SIP13lay uses design values ADAC 1296 0 W-V 550 0 approved tlJ020sse Lumber AL� A rtl VaRICM ANndM1ment AG-AB 3812 0 V-U 5950 0 3tructal Cstham eembedded eddmust bephieMetl such Anacbnd cry.1W bror(0.(s)IoneXlendnniils AB-AA 5-/1) 0 U-T 5078 0 that pard em are Me edge ace of theiculter members using l3154augb mIor 10rown.2-I in)ength In or Jw-z fim B T-5 5799 B larerd.and ml Into the sage lape of the member:. st gees lsGwandsb or(3) my.16englhe; - z-Y 6479 0 3-R 3799 0 slhyan through mum),iaefec length ante 16-Gauge a Y-% M15 0 R-0 2116 0 Special Loans Goma rce. 1.t-12'length wire staples on each X.W 8445 0 O-P fi 0 --Lumber 67pga=t0012to DucFacw-100) narrowfare. TC-From fi7 pit el 0.1210 67pnal 20.29 Additional Notn Webs T Web m.Com. Per Ply(Its) BC-From Inco pit o.r5.10 7pn at 24.42 Webs Tem.eomp. webs Tena comp. rc Snb cone Lasa at sso a 2w RIBRI 14 a coo it a see avail 3commBR1014 th bmcilg ago triaging AE-AD BJ 6 H-WW-1 0 -299 Plating Noma must be shoo A-AD 0 -128 W-I 323 0 All plates are 3X4(R)excaM as mbd. Trude mull be inamlletl as shown with top UON up. AD-B 0-10i8 I-U o -SN! Plate SM1M Table The oveall height of this hard amusing overhang is B-AC 1717 0 U-K 591 0 1441 AC-C 0-1700 K-S 0 -842 JT Plate Legal Chord JT Plate Loans Clad C-AB 1447 0 S-L 1154 0 No Size Shift Bite No 3126 SMO Bird AB-D 0-1K0 L-R 0 -115 11) 3X4 O 25 137 6Xfi 2.50 L 2.75 D-AA 280 0 R-M 1138 0 141 ME 3.50 L 2.75 [71 5X5 2.75 R 2.75 AA-E 0 -471 M-O 0 -1407 1251 M 2.75 R 2.75 1271 5%] 3.]5 R 2.]5 [29]22R 2.75 3X4 5 2.50 E-2 M0 D-N 1937 0 Z-F 50 -223 N-P 0 -907 DMedbn F-X 0 -100 P-O 0 -2) Max JT VERT DER:LL:0.42-DL:0.30'.Bee derail X 168 0 DE11-CAM81014 far camber mwmmendimma. NOTES: I.The amnio,is nM auMtieM a-Ex imWlaEm. AE6timYinymanowxwmpvnyinp his Imv deMig,Indutle SC511L3, .mea l»camin ours..we aw wshwvxxal pain awrry ancence, TH 2Are.TwJAMrgyle a 50ews name mora by Jax Apex Terluulem,w,years Cwingh Reside 11191 meness No.754].4745 sullen Pam own,gem am,JaMe-fie FL 3434.hurt An soot APEX rue OHS 1� a a.G Ywaloeskl Jenny PAmewn Nus BMwyIncome. aremmJeY.E HPEN gt939 PE No 5g5N PE ue 11451 FE Na a.. r '65975 Ply 1 SEON:17463/1111/SY42 STREIT RESIDENCE-CUSTOM Ory: t FROM: DRW: F10 Wg0211A lbs 1 ... 018017/ 5'118 1011T STB 1 10.4• �I Hri,a -zi-l" I-ji?P) Hsvv-I-zrore--I ISI tful 03YANI aC 'JE W=3%d W=JR vfiCO �bxbR]I =0%8 A B C 0 E F G N I JK L M N O T Te �' 1 sd �1PIR PF =E M AC ABM 2 Y W VU T S R + = +s%] am auggsfa %5 4%C M- 4 = NICIo W_H0010114%5 am 24'5' Loetling cMm left WIM Crial Snow CrKvrk(Hpin In Pal Defi lCriteria •Maximum Reactions tints) TCLL: 00.00 Wind SM: NA Pg:NA DNA CAT NA PP Cefierwin In be Udell LI Lac R I U /Rw lint lift. 1W TCDL: 10.00 Speed: NA mph Pi'.NA Ca:NA VERT(LL): OA67H 614 360 IF 15191- l- 1- 1. 15.5 BOLL: 0.00 Enclosure:NA W:NA Cs:NA VERT(TL): 0931 H 303 287 O 1529 I- I- I- l- /3.5 BCDL O Cabgwy:NA Brow DureBon:NA HORZ(n): 0.053 O - - AF Min Big Width Req= 1.5 Deal CL 5500 EXP:NA Count Factor 1.5 - - O Min Bm&0FReq= 1.5 NCBt 10.00 Mean:NA,O NAfl Code sc CifteriaBCW1 Max CHI 1.5 Beantgs AF80FcpeR=585pai. Soad 0.00 TCOL NA pal BMg et 2 7 2014 REB Max TC CSI: 0.210 Spacing: 1.00 BCOL"F NA psi TPI SM:2W] Max BC C51: 0.503 ChimpsMaximum Top Chanomp, Forces Per Te . C Spacirg:16.0' "FRS Parallel Oiap:NA Rep Factors Used No Max Webfind Cana A-0 Tem _24 DM1ortls Tem. Comp, CNC Dist GDO:NB PbilllateT e(s): (0) Mfg SpetlfieO Cambec A-B 0 -20 1-1 0 -7805 I:Wind G6pi:NA WAVE, B-C 0-2150 1-J 0 -7Q4 Wintl Duration:NA WAVE,HS VIEW Vm 18.02.01.1215.19 D-D 0-IlM J-K 0 -7491 Lumber purlins D-E 0-60M K-L 0 -6810 Value SN:131i(EXeaft.6 80131 In lieu of muo,turol Panels car rgal wiling use purlins E-F 0-7281 L-M 0 -5P19 b laterally brace chouls as ficlmvs F-G 0-7182 1 0 -'1686 Sol Top chwtl4x2OSP M31 Crory Spavin Spa fl Enl G-H 0-7732 N-0 0 -b Webs 4,tl Lx25P Mat ggn ac) .11 ( 1 Webs 4w1 SP 0 Tc 24 0.12 24.04 Lumber value sat-13B'uses design values BC 120 0.or 24.M ChordsMaximumoot orrortl Forces Per To.. ) approved 11=013 by ALSC M24�C unless sxand to hownn otherouse rwise arbove.better filMrs Chords Tens.Comp. CM1ONs Tem. Comp. Structural Composite Lumber most be pintetl such AF-AE 1425 0 X-W 7728 0 use plate teeth are embeided perpertliwlar to the End Vertical Attachment AE-AD 4164 0 1 7228 0 layers,and nW into the edge few o1 the members. Altagl notched and WilicN(s)to net and vital ADAC 6376 0 V-U 7236 0 Special Loads sing(3)by,10d box or(0.128'x3'minl gun nails.or AC-AB 6SQ D U-T fi267 0 (5)qty. l5­Gauge,]/16'Cmwg2-112'IbmThyme AB?A 7`.B7 0 T-S 6281 0 (Lumber Dw.Ftl 00/Plate Dur Fac.100) 1NaPb,thiwghwtdefaw ar(3)ap.164tauge,l' AA-Z 7591 0 S-R 3976 0 TC-From 67 mf u 0.1210 6]plan 24.29 Crown(minimum),1-112'length wire staples on each Z-y 7855 0 R-D 181 0 BC-From IOf at 000 to 7pfl at 20.02 na.lace. Y-X 7230 0 TC- 637Ib Cone.Load at 5.50.19.09 gtltlltbnel Notes PINIng Nobs ,2xb continuous stmrgbclu Sen same Maximum Web Forces Per Ply(Il All plates are 3%4(R)except as noted. STRBRISR1014 for Wadng and budging Webs Tem,Coul Webs Tens.Cwnp. recommendations. AGAF 89 0 Y-1 92 0 Plate Shift Table T s must be suspect as slwwn with lop chard up. AAF 0 -147 I-W o -33D JT Plant Lateral Dom! JT Plate Lateral CMd The myself Night of this now invasion overhang is All 0-2112 W-K 30.9 0 No Size SMO Bile No Sae Shift Bite 1iD. BAE 1901 78 0 K-U 0 -5 717 3X0 O 2.50 161 6%63.50 L 2.75 All 0-1868 U-L 671 0 1287 8X8 3.25 R 2.75 1271 6X6 2.75 R 2.75 CAD 1635 0 L-T 0 -56 130) 3Xd O 2.50 AD-D 0-1839 L-S 0 -1653 pubMion DAC 422 0 S-M 1828 0 AC-E 0 -GI M-R 0 -1006 Max JT VERT DEFL L_0.47'DL 0,37'.Sea debit EAB an 0 R-N 109] 0 DEFLCAMB1014for wenterewmmendations. ABF 0 -428 N-O 0 -1991 F-Z 183 0 0-0 0 -148 Z-H 0 -165 O-P 88 0 H-Y 0 -67 NOTES: �'� 1.7x8 as ma brnaUl4timrasu.,astaliI xamparlyviq Nl¢W¢a tra.HnB.irtlWeBC511L3 snuNMu .I.mismal HNMa rrcnilva plan¢Junal Iri¢lalgtion. TV remakes, naiewa rema cone Ja.µss T.1cogr,I,Flwga cappmon Floim Ergneer Il Buanasa.1. 1.41415ulrm PeM1 Cwd Soil.4@.larMwnyille�FL lv3. IN.1 a. "Noma.K"y" PEN. Pnmm WreM 871457 Nore M Wnn APEX lUQ OUSQ PE No.bO]9 PEN. o.]19 PE�Xp.aadW 65975Ay:1 $EGN:1]4851 T. SY42 STREIT RESIDENCLLUSTOM 01 FROM: DPW : Fit Wg1:114.21b. 1 _. 01120117 STB 1811Y k24T T STB F 1]Y' T sT8 � �I I—sm,s 74n 11"3-4-z1`3—I T`P) =fiXr esxeR51 113X,11 am =5X7 A. W=3X4 ele5%5 v6X9 ads P B C D E F G J K L M N O T Te PF y0tR PE = AC PB 2 Y X W V U i S R W e5K] 0%B �dral ac. 4X4 1-1-pall) W-H0310 ii-sax SSXf{N) 6K8 8X81281 1 4T Loading Creleree f.g Wind Criteria So.Children fPo.W in PSFt DaNCSI Cedar. A Wxlmum Ramada.(1be) TOLL: 40.00 Wlnd SIJ: NA P9:NA U NA CATNA PP Distinction in Icc Vtle6 LJ% Lac R I U I Rw 1 Rb /RL IW TCDL: 10.00 Speed:NA mph Pf:NP Oe:NA VERT(LL): 0403H 590 360 AE 15W 1- 1- 1- /- 15.5 BCIL Q00 Enclosure:NA W:NA Ce:NA VERT(TL): 0.865 H 334 289 O 15M I- I- I- I- /5.5 BCDL: 5.00 Calendar,:NA Sri.Duration:NP HOnd-1-) 00548 - - AE Min Bq WNlh Reg= 1.5 Des W: 55.00 UP NA HORZ(TL):0.097 IS - - O Min Be,Width Red= 1.5 NCBCIL 1000 Mean Heigh:NAZI Cale/Also Criteria Creep Factor:1.5 Bearings AE 80 Fcperp=565M. Sol: ON TCDL:NA pal Bldg Code:FBCM14 RES Max T00SI: D223 Load Duration'.1.00 BCDL:NA par TPI Std 2007 Mex BC CSI: -0.510 Maximum Top Chorea Forces Par Py(lbs) Sterling:16.0. MFRS Parallel Dist:NA Rep Factors Used No Max Web CSI:0.949 CMds TensAomp. Chords Tans.Comp. 080 Dist a.NAR FTIRT:12(OV10(0) Mfg Speci0a Camber: A-B 0 -24 H-1 0 -7929 Lox, GOpi:NA Plate Tyye(s): B-C 0-27)1 1-1 0 -796 Wind Duration:NA WAVE.HS VIEW Ver:16.02.01.1215.13 C-D 0-5243 J-K 0 -TINS Londoner PUNns D-E 0-6478 K-L 0 -6073 E-F 0-P L-M 0 -am Value Shc:1311(E80Mive N1Q013) In lieu of structural panels or hold wiling use euhlns F-G 04833 M-N 0 -40(34 Tap AON 44 SP M-31 to laxmaHy der chords as falbvrs: G-H 0-7833 N-0 0 -1315 BW GwN 4x2 SP M-31 Chord Spoingh.enc) Slarlt6) Endgg Webs 4x2 SP 93 TO 24 0.12 2421 Lumber value sN'13B'uses Desi BC 120 0.12 24.21 Maximum Bot CMN Forces Per Py(fied M design values Ap20 oCunlessshawcrams n .above or twom may CMN. Tmm.0 Onp. Chards Tons. Comp. approved IMMO13 ALSO Struchnal Composite Lumber must ba marled Such AE-AD 1435 0 X-W ]8]3 0 N&plate north are embedded prapendlcultr to the End Vertical Aentica l ADAC 40% 0 W-V 7396 0 layers,and not into the edge Lace W the members. PryaU reached end vedicalfs)In next end vertical AC-AB (till 0 V-U ]396 0 (5�gy3) 15�at0d Mx or(0.128•xYron)gun nails,0r AB-AA 6997 0 U-T BASS 0 Special Loatls u].,]/16'C.,2-11T length sye AA-Z ]B'8 0 T-S 5'61 0 --(Lumber Dur.Fac=1.0)/Plate Dur Fal= 00) staples,Mmugh cal.face:or(3)stay.16-Gauge.V Z-Y 7967 0 S-R 2797 0 TC-From 67 pM at 0.1210 6]plfat 24.46 Crown(minimum).1-12•length Wren staplem on each Y-X 7873 0 R-0 0 -4 BC From ]pllat 0.00 to ]plfat 24.58 narraaf. TC- 637 to GOnc.Load an 5.50,19.08 Adamponal Notes Maximum Web Farwe Per Ply(Ibis) Plating Hot. ,2x6 continuous Sbongba4.See detad Water TmwC nnp. Webs Tena. Comp. All plates are 3X4(R)axeTq as noted. STRBRIBR1 or 4 for Gaclng and braiding AF-AE 69 0 Y-J 76 0 nuccormandations. A-AE 0 -148 J-W 0 -311 PINS Shill Table Tress must be Ltalled as shown with top chord up. AE-0 0-016] W-K 3'% 0 JT Plate Lateral Chard JT Plate Catered Chord The oveall hrionoftMSWss excluding overmangxs B'AD 1919 0 K-U 0 -572 No SIZe Shit Bila No Slam Shift Bite 14D. AD-C 0-1903 U-L SM 0 111 3X4 O Z50 161 8X8 3.50 L 2.75 C-AC 1650 0 L-T 0 -1029 1241 US 175 L 215 [25] 6X6275 R 2.75 AC-D 0-1654 T-M 1512 0 1281 US CM R 2.75 [30] 3X4 S 2.50 D-AB 431 0 M-S 0 -1]84 Daemon AS-E 0 -fib! S-N 1@1 0 E-AA 40B 0 N-R 0 -e06 Max JT VERT OEFL:LL:OAB'DL:0.38'.See tletail M-F 0 -4H R-0 198:1 0 DEFLCAMS101410r cambymeM recomations. F-Z 199 0 0-0 0 -1426 Z-H 0 -181 O-P 0 -74 H-Y 7 -52 NOTES: r.1Mawe inplaMwlidentrwrofw lmodalicn. PWalonal inahucamsxmmFanY4^9 inly arnatlmmylnclWe BL5l1G1 Shouts le hal ham W usse n—,.,a--tow norma ang mslalblgn. Tru %x TeNmBP iaa.dwa roma waned M 1.A�.,]ativwiaey in,R.c.acl Dome EnPrett Eudmsa Na,]L]-4]a5SW Py CwRSuae4a2J,,kw,,hla FL38N.yvf8l5 TrueHouse PE N,I�crat "' ENo,5:4w �as M4 JPEHo SamReasons APEX 65975 Pry:1 SEON:17445 I T43I SY42 STREITRESIDENCE-CUSTOM Oly: 11 FROM. DRW: F12 WgL 43A lbs I ... 01 F 210"8 Y4"8 2'6" (TYP) 1111.X3 =3X4 =F4 1111.(3 T a 1 0 H G F E 1111'.5X3 197.5X3"=05 Maximum Lwtllrg Crkar1e 1p0 WindCrMrla S—Cdiumn lPoiFro P5F1 Demand Cell ♦Maxgnum ReMbns(Ibs) TCLL: 40.00 W Intl Sal NA Pg:NF CI:NA CAT:NB PP DeOeNm'm 1.Used 1/N Lue R 1U I Rw I Rb I RL IW TCDL: 17.00 Speed:NA an K.NA C. NA VERTILq: 0.055 F 999 360 H 497 /- I- 1- 1- /5.5 BCl1: 0.00 Endpsure:NA Lu:NA Cs:NA VERT(R): 0.124 F 748 240 E 480 /- I- 1- /- /- BCDL: 5.00 Category.NA Same Duration:M HORZ(LL): 0.013 B - H MIn Bry WpMReg= 1S Des LE: 62.00 "P:NA HORZ(TL):0031B - - E Min By W,dMRep= - NCBCLL:10.00 Mean HmgM:NA6 Code I Nisc CMatla Creep Fal 1.5 Bearing H Friend=565ps1. SONm 0.00 TCDL:NA pa BMg Code:FBC 2014 RES Max TC CSI: 0.511 Lwtl Duction 1.00 BCDL NA par TPISUI M7 Max BCCSI: OAST Maximum Top Chord Forces Per Ply(firs) Swdrg:24.0' MFRS Perellel Dad:NA Rep Factors Used:Yea Max Web C5L 0.227 Choral Tert.Comp, Chords Tens. Corm. CBC Dist a:NA ft Ii 12dTV$O0) Mfg Spooned Camber A.B 1 0 C-D 0 0 1:NA GCpi:NA Plete Tlpos): B-C 0 -039 Wind Duration:NA WAVE VIEW Veo 16A2.011215.13 Lumber AMMwal NON. Maximum BW Chord Ferses Per Ply(Iris) Value Set:13B(ERec ive(b12013) Tape must be iaaalled as above will top ended up. CM1ONs TeeeComp. Chords Tens.Camp. Top chiral 42 SP 02 The overall bei9M of M'rs buss exdutling welhelg is H-G M 0 F-E 739 0 Be clmrd 02 SP g2 130. G 713 0 Webs 4,2 SP 0 Lumber value set'13B'uses design values NaNmum Web Farces Par Ply(lbs) approved 113MO13 W ALSC Were Tens.Canp. Wald Tens.Camp. Structural Composite ember must be onenled such trial plate teeth am embedded peRwMlcws,othe I-H 0 -12 F-C 01 -21 layers,and not into the edge face of the members. A-H 0 -1a C-E 0 .812 H-B 0 -820 D-E 0 -133 Pudlns B-G 85 -10 In lieu of structural panels or el soiling use erne to laterell,braes cholla as followe' Chad SpadngPnci Stad(fl) Enall TC 24 012 7.88 BC 93 0.12 7,88 Apply pumm to any clwNs above or base,tillers at 24'OC unless sheen ahery is above. Hangers I This (d)Hanger Supped Required.by ethers End Vertical amusement Attach notched ell vedical(s)to next and vertical sing(3)qdy.10d box or(0.128-x3-mm)gun nails,or (5)cut 15-Gauge,7116'Qmvn,2-112-Ideal site staples,through wide face;or(3)p,, 16-Cauge,l' Cause(minimum),1-10 length wire staples on each marmar,fam NOTES: I.Tlvs aroused i.noneseldvrevem'.b]m.FweoeY nalncEma auvlryannM US wsa a�aw;ne.�rOUOe ersl w]. LRedeuuebanesseux van maarm°ear.a l�laroeuln9^saxlloe. TH 2 Aye TeCnced,I o come.new uxards V Ior spe,TeTmbdyl c,Fb°0a Cwlwaeoe Flpnes imele, 6u.eess No.7511-4741 saw Far Ccun....e,2.JeGwnWl..FL.14.and.15abe TrueHouse P Noapply PFNo. preBM.� P Niyous, ° APEX 65975 PIg3 SEDN:i]468IT2/MONO STRETRESIDENCE-CUSTOM Oly: t FROM:FG01 Wg1a93.21he / ... 01=17 5" 2'8'3 4'11"2 7'3'14 9'6"5 Ir5'r 2'33 + 2.2' 5 + z•a"11 } z�- z'a"it -5X7 1113X4 1113X4 =4X8 A-6X8,• B C D E =6X8 •• F W2 W4 1O'iR LV4X8jK )=4X8 H G 1114x5('') =6X10('") =6X10(=') 1114X5("') 2'3"3 2'S"11 2'9'3 2." 11 2'3"3 2'33 4.8"14 T6'2 9'11"13 12'3' L.Wd Growls 1pp Wind Crier's Snow Cranna(t,H h PSD DeNCSI Creole All...Beaatlons tilos) TCW 40.00 Wil SM: ASCE]-10 Pg:NA Ch NA CAT: PP DegecSon In loo Udell UB Las R I U /Row I Rn 1 RL 1W TCDL: 17.00 Speed:NO mph K.NA Ca:NA VERTILL): 0.160 C 920 240 L 61P /393 /- 1- 1- /5.5 BOLL: 0.00 Endorses:Open Lu:NA Cs:NA VERTCl 0.35]C 411 160 G 6038 /364 I- I- 1- /3.5 BCDL 5.00 Rbk CMegdy:Il Show Changed:NA HORZ(W): 0.033A - - Wind resdyme based on MFRS Des Lot: 62.00 EEP:B HORZ(TL):0.0]4 A - - L Min Bq Wd# = 22 NCBCLL:0,00 Mason HaigM1b 15.005 Cade l hi CMede Creep Fahr l.5 G Min Be,WMN Req= 2.2 Snfd: 0.00 TCDL:i plot Bldg Code: FUC 2014 RES Mae TC 1J81: 0.655 Bearings L B G Foods=565psi. Load Dure8m:1.00 BCDL:0.0 oaf TPI SM: 2007 Max BC CSI: OJ94 Smcin,24.0' MWFR3 Pa2lled DIM:B to W2 Rep Facto Usel Yes Mal Web CSI:O.]10 Maximum Top Choral ForpS Par Ply(Ies) CBC DIN a:3008 FTIRT:30(Oy1010) Mfg SWiffied Carries, Cab TenSComp. Chords Tens.Comp. GCp:U.00 PlataT xqx): A-B 253-3935 D-E 341 -5910 Wind Dum1'ldc 1.O3 WAVE VIEW Ver:18.02.01.1215.13 B-C 341-5872 E-F 248 -38)0 Lumber Puffins C-D 390-6061 Value SeL13B(Efectro Wl12013) In lieu d sMclural panels or nOd wiling use WffnS Maximum Bol CM1ord Parcae Per Ply(IM) Top clwrd 2l4 SP all b lateral bream cables a5 tallows: CbaNa TenanC lien .PChorda Tem. Comp. Bar gMN 2x4 SP M.11 CM1ON S19cing(In oc) Sladlfl) Enol) Webs 2x4 SP 1121 WS but SP Ml TC 24 -0.12 12.12 L-K 31 -2 I-H 4319 -210 :W4,W]2x4 SP K2: BC 120 -0.12 12.12 Lumber value sd'138'uses assignlues APPNpurrinstoanyehoresabovembelowfdbrs k_I � _� H-G 30 -2 values 124.00 unless shown gberxi5e above. approved ICO2013 th PLSC The TC of this Max sholl be braced with attached Nally spues.124-m In lieu MSWQural sMalhid, Maximum Web Fomi Per PIy(W) Web TenSComp. Webs Tem.Comp. Neil Schedule 0.131'x3-,min.nails Wind Tap Chal i Raw @1.]S o.c. '••.Gust WIN Spcetl lower Nan required W FL. A-L 128-3110 D-I 51 -088 BadChod:1 Raw ®12.00.1 A-K 4244 -2]3 I-E 1811 -116 Webs :1 Raw ® 4.1 Wind loads and reactions based on MWFRS. K-B 114-1M9 E-H 112 -1]4] Repeat nailing as each layer'Is applied.Use equal B-1 1735 -111 H-F 4175 -ffiI spading between rows and stagger nails in each rax DMlection J-C 60 -TR F-G 125 -1960 N avoidsplbdn, Max JT VERT DEFL:LL.0.16'DL'.0.20'.See detail Special Loetls OEFLCAMB1014fan cambremm ercoendens do . Pec Pmvlde far adequate drainage oRmt. -(Lumbo Dur.Fae=1.00/Plate Du[Fac=108) TC-From 644pdM 0,Q)to 644 Of at 12.25 Additional Notes BG From 3 pill at Ll 3 plf N 12.25 Truss most be insisted as shown who lop tltde up, TO 820 to Cone.Load at 1.67.167,567,7.67 The overall M1Bl hl al this Wss axdutlin overhang is TC- 501 lb Con,Lead at 96],10,6] 9 9 1-312. Plating Notes C-)6 plate(s)require special pregarding.Reform scaled plate plot deUlle far annual Nslian, requirements. Plata positions consider a 050 inch wss perlmder edge distance. NOTES: caul trawholanM.,..n to 1.winawerved MOilvmal lnaauc5m6 acNmpenYinB Welmss dmrAry.intlWe BC511L3. snWEMum0ln rc^I�^hip^+nP IM aMi4tluy plan Juing inal9latim. TH xm gY iaa6 i4wa w l •T.tl mbp Irc.FMM.Gag etgn ME E p x fire:dom4]-n4s smlp"van cp�n,sml.4pz,lareep�.lu.,R 3z224.aM.ez,szap TrueHouse "Nang ;.s rawN am.sear- D .o"'s,y JPi ve;N l APEX • •659]5 PW2 SEON.17471/T54/MONO STREIT RESIDENCE-CUSTOM DtY i FROM: DRI: FG02 W gr e4.01ps I ... 01QN9 110110 _ I 494 62" 8 'l 1'10' S1'4"12 1'6"8 1'4"12 1'10" '4=5X7 •• —WX 5 111X4 II%X4 =5jX5 --5X7 " F T N W (h 1 10'1"2 L K 1=3X8 H G 6X8(•') = 5IqT 6X8(••) 1114X5(") 1'7" 1'10"8 1'6"8 1'6" 1'6" 3'1" 6'6' 8' Loading CSReria(p8 WlndCMda Snow CmerM(perf in 1S11) Doll CHisda ♦Maxlmen Reactions(ree) TOLL: 40.W WPM Sid: ASCE 7-10 Pg:NA CL NA CAT'.NA PP DeOeNon In be U,, l/N Loc R /U I Rw /Rb /RL IW TCDL: 17.00 Speed:Wmpb PCNA Ce:NA VERT(LL): 0.081 D 999240 L 48771321 1- /- /- 15.5 BOLL: 0.00 Enclosure:Open L. NA Cx NA VERTQL): 0.138D ON IN G 45181294 /- 1- /- I- BCDL: 5.00 Rork Cami Il S.Oumfio¢NA HORZ(LL): 0.018 A - - WPM reactions based on MW FRS Ons Ld:62.W EXP:B HORZT-y 0.038A - - L Min Big Width Flat= 2.9 NCBCLL 01 Mean Height:1&W 11 Code/MlsccrBerka Creep Fedor,1.5 G Min Big Width Req= gull 0.00 TCLL:0.0 pa Bldg Code:FBC 2014 RES Max TCCSI: 0.592 Berne,Llicense=Mae . LaM Dumfion:1.00 BODL 0.0 psi TPI Sid: M07 Max BC CSI: 0.986 Breaux:24.0MFRS Pan2Ilel psi:0 d h2 Rep Factors Used Yes Max Web CSI:0.928 Maximum Top Chow Forms Per PWBbs) CBCUoti 3.00fl Iii 30(OyID(0) Mpg Smafied Camber Clwrds Tena Canp. CMNa Tens, Comp. GCpi:0.00 Plate TiA-B IN-955 D-E 202 -Q011 Wind Dompuri 00 WAVE VIEW Vec 16.02.01.1215.13 B-C M-4304 E-F 181 -2764 Lumber PUHIna C-0 M-4410 Value Set 13BRIffedPve8/1/2013) In lieu N structural pena6 or ni ceiling use punins Top rood 2x4 SP M-30 ro Mterally grace cbodis as polluws: Maximum Big Chow Forces Per PWIM) But CMd 2x4 SPM Chord Spaang(in or) Stalt(fl) Eall Chorda Tem.Cwn, Chards Tem. Camp. Webs 2x4 SP p3:W2,W92x43P p2: TC 24 0.00 8.00 L,K xu .2 -H 396 -21fi Lumbervemset-1311Apply purlins to any mods above our belavfl0km K-J 3287 -215 H-G 22 -1 approved 1/3MO13 by ALSC at 24.OC unions shorn otherwise above. J-I MID -200 Na11noM The TC NNb Wes shall be paced with attached Nail SCMdule:0.13113',min,nails spare at 2P OC In lieu of slrvdural shamming. Maximum Web Fomm Per Ply(Ibs) Top Chad:l Row Pall Ni ac. yyNd Webs Tere.Comp. Webs Tem. Com, Buy Chow:l Row@12.00-o.w ^^Gust Wind Speed lower than required lm FL A-L 19-M&I D-1 0 -841 Webs .1 Row Q a-oxc A-K 32TJ -214 I-E 1" -85 Use equal spacing between was and stagger nails Wind loads based an MFRS min additional C&C K-B 127-1942 E-H 19 -1937 in ll I.to avoid spftling. memberdisam. B-J 1319 E6 H-F 3189 -215 Been 4'o.c.spacing op nails perpendicular icular and parallel to mquired In areaove...angsgre..r Nano Addlilonal NOLLs J-C 54 -822 F 143 _V03',PP Lpi Tress must be asuled as 511cwn woo top shod up. --(Lumber DucFac.iG0/Plate De.Fac.100) Tho overall height of this moss Endo ing overoangP TC-Frere Ml 1pat ,olro SUP 800 1-112' BC-From 3gat 0.001, 3gat 800 TC-1020!1,Conc.Load at 0.62 TC-10691,Co 0,Load at 2 62,4.62,6.62 Plrting Notes (")6plate(s)require speelal pmieoning.River to soled plate plot details for special pmmonmg requirements. Plate paatiom consider a 0.50 inch tress penmOer edge distance. NOTES: �'� tsx hd he Net o onsvaguestimWlatim.ers duvllncbuoer acwmpaiywgiNa R¢542xirq.iritlWe 6C51101. Naitltasee1 mamast 4 ,our ails p4nr JWng Install Nae, TH z4lax TetlmMWrisaP....-m .Per JV Ne"TeSrdivi lN,.Fbrgx CPxoxr n rMka EnPrex Ever—N,7517-47455Mm Pyle Corn,Supe 402,Jackie n.lie,R 3RN est PRI5A0 TrueHouse E°tbE=mad Eryoswm PN, 57 oW99 " APEX 65975 PIy.2 BEECH:174561 STRERRESIOENCE-CUSTOM Oy: i FROM: URW: FG03 WgC 5).d lbs I ... 01120'1] i'6"4 2'1°"12 4'5" Imo'}" Vi 1 1.6,.4 A 3X4 111W(4 11130 =3Xt T 11 M975 Ply3 SEON:174781T61l FIAT STREIT RESIDENCE-CUSTOM Cry FROM: DRI: FG04 13612 Its I ... 01121917 2'11'11 59'13 BY" 1OW7 13'6'9 16'1• tC99 21'53 24'5' 211'11 2'8'3 T0'3 289 2'8'3 259T11'11 15X1(--) "5X5 I13M =5%51") of m6%8(-) A B C D E F G H I J T '1yH 1P1'2 Tol 5 li O P O N 50 L YT IS%41") 15X1(") a5%5 wH0519(") o505 .6%B(") 1113X41'•) zre'3 zre^3 zre3 2'3 rn'n re3 20-3 zre•n - rrn 283 SPS 8'0^0 10'8.1118tl'8 190'11 21'5 24'5' Leatllrg Criers lytll Wind Criteria Snow CrIWHa aii in Fri) OaNCSI Criteria ♦Maximum Reactions(Ips) TCLL 40.00 Wal Bld NA Pg:NA CL Na, CAT:He PP OMegion In 1.IAbfl I Loc R 1U I Rw 1 Rh I RL 1 W TCDL: 17.00 Speed:NA mph K.NA Ce:NA VERTILL): 0.303 E 967 283 T 16001- 1- 1- 1- )BE BOLL 0.00 Ewe..:NA Lu:NA Ca:NA VERT(TL): BUD F 437 283 K 2181 1- 1- 1- 1- 13.5 SCDL'. 500 CaMgwd:NA S.Duration:NA HORZ(LL): 0.037 A - T Min B,Width Req= 1.5 Des Lot 6200 EXP:NA HGRZITL):0.070 A - K Min Big Width Ran= 15 NCBCLL:0.00 Mean Height:NA it Code I Mill CrMrla Creep Factor 1.5 Bomil T 8 K Fcpelp=565,u. Soffit: 0.00 TCDL:NA mf Bad Code: FBC 2014 RES Max TC CSI: D.2641 Lead Durolm:1.00 BCDL NA psi TPI SM:2007 Max BG C51: BASE Maximum Top Ch..Forces Par Py(top) Slredle,24.0MFRS Parallel Dist'.NA Rep Factors Used Yes Mar Web CSI:0.616 Crude Toren . Chwds Tens.Comp. C&C Dist a'.NAR FTIRT:30OH111010) Mfg Specified]Camber A.B 0-1219 F-G 0 -3243 1:NA GCpi:NA Plate Tygels): B-C 0-2168 G-H 0 -3053 WiMDarston:NA WAVE,HS VIEW Van:16.02.01.1215.13 C-D 0-MM2 H-1 0 -2tK Lumber PUHina D-E 0-3241 1-1 0 -153 Value Set:13B EBectiva6I12013 In lieu of structural E-F 0-3254 ( 7 pantlabaneteilin9 use Whim ner Bat CM1ore 2x9 SP -31 to Inanely yb2wcM10act blSter Bat ch2M 2,4 BP WD Cron! Spacilg(In od $ONIfl) EN(ft) Maximum Bol emp. Forces Cho Per Py s, Webs243P p3 Wi]2x45P M: TC 24 ON 24.42 CMN. Tens.Gpnp. CMNs Tens. Comp. Lumber value wed'I 3B'uses Ueagn value. Apply BC 120 0.00 2932 T-S 9 0 O-N 31M 0 aNmNN 1MMO13 Dy ALSC at OC unless sffirs to hown oNerwsea NOW. fillers S R 131 0 N-M 2833 0 The TC M Nis treat shall be braced with aptthad R-D 2e-W 0 M-L 1]40 0 NallrwM Nall 3cMtlule 0.13113'.min,nails span.e129"pc In lieu of structural O-P 2081 0 L-K 13 0ural sM1eaihing. P-0 3254 0 Too Cruel i Raw ®]]S o.c. AdN1onal Notes Bos CM1ON:1 Raw 4'....a Truss must be heated as shown with to chool up. Maximum Web Forces Per Py(Ibq Webs '.1 Row ® hate p Shall Tem.00mp. Webs Tens. Comp. Repeat Wainown owns laden is mill in eachl The overall height of this Wsa exdutlilg weTang is topacrod commit.mwseM sieggen nails in each row 1-3-12. A-T 0 -510 F-O 0 -13 A-S 1291 0 O-G 400 -96 Special Leads S-B D -90 G-N 0 -211 Lumber DucFac=100 I Plate Dur.Fac=1.00) B-R 880 0 N-H ffi 0 TC-From 114pea1 O.Wto 1140at 1393 R-C D -3@ H-M 0 -393 TGFmm 114p8a1 1393to 114p8at 10.83 C-O SO, 0 M-1 63 0 TC-From 249 pXa1 18.1ir3ro 249 pit 29.42 O-O 0 -248 I-L D -60 SC-Fmm 100at 0,00 to 10 pit a1 10.34 O-P BOB 0 L-J 1465 0 BC-Flom 10pffat 10.34b 10p8a1 24.42 P-E 0 -155 J-K 0 -M7 plefin,Not. All plates are 4%9 except as noted. (••)8 plate(s)require special positioning.Refer to scaled pyie plot details for special p.ilioning requirements. POW positpns consider a 0.50 inch Irvss perimeter edge di tance. NOTES: r l.Tllladwn all mladfeewelmelnnowbm 9 .Admi.alix.—Now atwnpnr9 an" now MW .1.iNO,1m, anwem�eaemn.p...4'an.Nnln.ans.wdww naw 4�,me innallation. Bon—Nii]7AO- 5No,Cos.Stile 402,Ac4ml ,FL32224-NU8252WTg Fmnm Enain®r APEX Y1��t )•p M-lawGMewrsAi WIN,PAm— tees.Mundy JncionseE XwAaM ( MG Da se w =. PENI,5.5N PE No 71467 PE Na.P0499 M75Ply:2 SEON:114541 T3T/FLAT STREIT RESIDENCE-CUSTOM Cy,2 FROM: DRW: FGD5 WO 72A has / ... 01RN17 2'8"9 5'37 8' _I 2'8"9 2'6'13 28"9 IIIA5X7(") III3)(4 Ill e 1115X?`p) T 0 1 G 10'1"2 1115X7(") 111517(") 1113X4--) 1113X4(") 2'6"13 2'10"5 2'6"13 2'6"13 5'S"3 8' Loading Criteria tw, Wind Criteria Snow Crial(Paprin PSF) DMICS1 CriteriaA Maxlmum lUacOons(Its) TCLL: 4000 Wind90. NA Pg:NA Ct NA CAT:N PP OelleMm in Ido", UN Lac R IU IRw /RM1 IRL IW TCDL: 1]00 Speed:NA mph ,NA Ce:NA VERT(LL): O.OIO B 999240 H MIST- I- /- /- 15S BC11 0.00 Endosum:NA Lu:NA Cs:NA VERT(TL)'. 0.111 B 999 180 E 2288 1- 1- I- l- I. BCDL: 5.00 Category:NA S.Duration;NA HOR2(LL):0.009 A - - H Min B,Width Req= 1.5 Des Ld: 61 EXP:NA — Hi 0.018 A - - E Min B,Width Req= NCBCLL:0.00 Mean Height NAIf Coda I Milan Criteria Cheap Factor.2,0 Bearing H Fspem=Mitre. SOMI: 0.00 TCDL NA psf Split FSC 2014 RES Max TC CSI: 0.918 Load Duration:1.011 BCDL:NA psf TPI SW: 2014 Mex BC CSI: 0.775 Maximum Top Chord Foms Per Py(lbs) Spacing:24.0MFRS Parallel Dirt NA Rep Fissions Used:Yea Max Web CSI:0.984 Clinton Term.Comp. Chance Tens, Comp. C&C Dan in NAR FLAT:30(0P10I0) Mfg Snooped Camber: A.B 0-19,13 C-D 0 -1913 I:NA GCpr NA Plate Typists): B-C 0-M Wind Dunstan:NA WAVE VIEW Ver.16.02,01.1215.13 Lumber Purlins Mazlmun Bd CM1ohd Fo=r Py(lha) Value Set:13B(EfIMbe WiM13) In lieu of structural pa.Is or di ceiling use pusins CMNS Tena.Camp. CMMs Tens.Carter. p di0N 2x45P N2 to lalerelly breoa Chomps as follows: H.G 2i 0 F-E 27 0 To 7BodoMod 2x4 SP N2 Chord Spacinghn co) Sbd(fl) Forth) G £/.O 0 TC 24 0.00 8.00 Webs W SP BC 96 0.0 8.00 Lumber value set'I 3B'uses design values Appy polins bonny NoNs above or below filers Maximum Web Faroe Par Ply(the) approved 113W2013 by P-SC at 24'OO unless shown otherwise above. Webs Tens.Cump. Webs Term. Comp. Hallnae The TC M Nis tmss shall be pal with Maound A-H 0-1115 C-F 0 -M Nail Scholux.0.131'x3',min.nails spans at 24'to In lieu W51mc1ural sFeaMing. A-G 2(61 0 F-D 267 0 Too CM1ool:1 Ron Ig 050'o.c. Additional Not. G-B 0 -793 D-E 0 -1115 SO :1 Raw V, m o.a Webs ::1 Rwv a- Trust must be Installed as shown min batl y unup. Wetwilem Use equal spawn between mars and stagger nails The overall M1dg111 of IM1Is buss excluding overpay is in eecM1 mn b awitl splitting. 1-4-0. Special Leads —(Wmber Dur Fri I Plate Du[Fec=1.00) TC,Fmn 562 ptat 0.03 b 552 Of at 8.00 BC-Fmm 10plfat OO(ito loptat 8.00 PIM,Not. C-)6 platens)require special pormixi Refer to waled plate plot"role for p..l paaitaliy requirements. Plate positions consider 0.50 mon puss parameter edge distance. Hangers l Ties (J)Hanger Support Requiredby others NOTES: /f� ,.Tris 4rarng i.mt q"mtehre k.in-IalleEm. PMltinnal ln5Vnc4ms x<mganying lois Wrsmm�rg.imlW.0C51t-03. t// swam roam mp"klinnmu u.aimirenval Prion:en,ina insenabn. TH ti aper TaTmlryyis.4tilqus pyre oven by Jaz A.T...,Inr.Halal Cvp.,., It..Eyn®, N aa�7�, .7.5a wnPy mn 6nit".M Jx nnI1eFL 2 a. epe82,52W APEX TrueHouse green.=..i �ooxi � aw57y PE wo o";a�nrtana • 65975 PIy:2 SEOR 1]055/T52/FLAT GTRER RESIDENCE CUSTOM Oly: 1 FROM: DRW: FGO6 Wgf.56. "a 01QW17 2'0"1 3'10"7 5'10"8 70"1 +" 1'10"5 'F' 2'0"1 A 3X4 IIIWX4 1113X4 =3X$ T N fh 1 10'1"2 =3X4 =3X4 1113X4--) 1113X4j"'T 1'10'5 2'1"13 1'10"5 110'5 4'0'3 5'10"8 Loalfing Crhere pati Wind Climate Snow Cnlanaf of in PSFI mfIICSI Cranna ♦Maximum Reactions Illus) TCLL: 40.00 W Inn Sad. NA Pg:NA C:NA CAT:NA PP Deduction In Ioc Vbfl IJY i R /U IR. /Rh /RL lar TC0L: 17.00 Speed NA mph Pb NA Ce:NA VERT(LL): 0.0048 999 240 H Nut I- I- I- I- /3.5 BOLL: 0.00 Encbsum'NA Lu:NA Cs:NA VERT(TL): 0.009 B 939 100 E 364 I- I- I- I- l- BCDL: 5.00 Creeps,NA S.Durelln:NA HORZ(IL): 0i A - - H Min Brg W IM Req= 1.5 Dm Ld: 62.00 EXP:HA HORZ(IL):0.002 A - - E Min Bq W imh Req= NCBCLL:O.W Mean Height:NA ft Oona/Mlsacmna Creep FatlOr:2.0 Bearing H Fcp"-51 SORT. alTCOL:NA pal BIJg Cones FBC 2014 RES Mav TC CSI: 0.065 Lata DurNIan:1.00 BODL NA of TPI Sb 2014 Mea BC C51: 0.068 Maximum Top CM1wn Fames Per Ply(lba) Spacirg:24L' "FRE Parallel D151'.NA Rep Factors Usen:Yes Max Wab CSI:0,122 ClwrOs TonalChords Tens.Comp. CBC DisI a'.NAfl firl 30101 Mfg Spedfied C.mbrn A.B 0 -227 C-D 0 -2T] I:NAGCpi:NA Plate Typo's): B-C 0 -240 aund Duration NA WAVE VIEW Vac 16.02.01.1215.13 Lumber Hungary I Ties Maximum BM Chord Forces Per Ply(Iter) Value Set 130(Effectrva&18013) (J)Hal Supparl Required by others DInNS Tens.Comp. CMN. Tem. Comp. BoPCMU 2x4 P92 Additional Nobs G-F 204 0 F-E 3 0 Webs 2x4 SP p3 Twas must be installs as sown with top choul up. Lumber value Art-13B'uses design values The overall height of this Wss excluding ovelM1ang is Maximum Web F.Par Ply(We) approved 113012013 by ALSO 1312. Webs TemAomp. Webs Tens.Comp. Nailnrb A-H 0 -174 C-F 0 -117 Nail SUreduK:0131'M3',min.nails A-G 2$ 0 F-D £b 0 Top Chual1 Raw @12.0 a.c. G-B 0 -117 D-E 0 -174 Box Chorda l Row @12.001 ac Webs :1 Ruse @ a-ur, U as qual ecoal between rows and stagger nails each n eh rox to most raising. Plating Name (')2 platel feature special positioning.Refer to scaled pace plat details for special parRlomng namicarmne . Plate xbrours wnsiner a 0.50 inch truss perimeter edge alalic.. Pmgm In Ii.0 W dr ctial panels or rugal ceiling.putlins to 1the2IIy brace chords as minas. Chl Spacmg(mol StanlB) Em(81 TC 24 000 5.88 BC 70 0m Sad Apply purlins to any chords abc e,or bell fillers at 24'OC unless rhai mM1erince atal NOTES: /r� I.Trurdp is ml annum once lo-'nnlwlnum. pralpinlirsWouore ccdipamiy Ne ass 4r.�nre�lnclWe di wa 1// xxn4...bnA.A corpirllnn MM ansMnMvnl 1—sora imaxaon. Tgmug kaaN creme M.YJaz Aper ie yYl .FbEn aWrtm HMN Susan,Bc--No.1.1-<AS de.Park noun, Is JM,lar.-An `11..-.B215IDJ APEX a. e p M'=GN.tlo"c bllrey PPm..m Rr.\B Murray Joaswin.E... TrueHouse PE W.BreM PE No.al PE N..71457 PE No,up. 659]5Ply'.1 SEON:1]4461 T53 I SY42 STREIT RESIDENCECUSTOM Gy 1 FROM: ORW: FGE01 WgC G4.41bs I .. 0112&1] f^1'5"8—�— 1'4"--� (TVP) A B C D E F G H I J T 3s v K a 10'1"2 U L 1113X3 T S R D P O N M 1113X3 11'8^ 11.8" Lna&IN Criteria lm0 Wind Criteria So.Criteria(psit In PSF) DPNCSI Clusters A Maximum Reactions(Ii or TCLL 40.00 Wedged NA Po:Na, Ct:NA CAT:NA PP Deflection m lot Udell 1-f# La R 1 U /Bw I RII I RL IW TCDL 9.00 Speed:NA mph PI;NA Ce:Na, VERT(LL): 0000 B 999 360 U M I- I- I. I. 15.5 BCLL: 000 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0,000 B 999 240 L' 119 1- I- I- 1- 1134 BCOL 500 Category:NA Some Dumbon:NA Hi0.000J - - U Min Bg WitltFReq= 1.5 Dee Ld: 82.00 EXP:NA HORZ(TL):0.002 J - - U Min Bq Width Req NCBCLL:10.00 Mean Heigh:NA It Code I Min Criteria Creep,Factor:1.5 Bearings U&U prime=585pM. Saint: 0.00 TCOU NA pet BMg Cade: FBC 2014 RES Max TC CSI: 0.137 Load Duntoon:1.00 BCDL NA pit TPI&it 201 MrMBCCSI: 0.021 MVlmem Top Chard Foreea Par Py Qbs) Sparing:24.0' MFRS Parallel Dist NA Rep Farms Used:Yes Max Web CSI:0.036 Chords Tero.Coi Chords Tom.Corp. C&C Glen a:NA it FTIRT:30(01 Mg Spoil Camber, A.B 0 0 F-G 0 0 1:MA, GCPi:NA Plate Tyygs): B-C 0 0 G-H 0 0 Wind Duration:NA WAVE VIEW Ver'.16.02.01.1215.13 C-D 0 0 H-1 0 0 Lumber End Vertical Attachment D-E 0 0 -J 0 0 Value Set:138(Eflettes,&112013) Adam noVAmd end vernal(s)a nem end vesical E-F o 0 Too clwrd 4x2 SP N2 using(3)cry.10d Wx or(0.12SN3'min)gun nails,or Bat tiled 4y BP N2 (5)up, 15-Gauge,Tlt e'Crown,2-112-length wire Minimum Bat Chord Forces Per Ply(Rall) Webs 4x2 SP k3 staples,mouth title lac;or(3)qy.16-Gauge,l' Chords Tens Comp. Chords Tens. Comp. C Lumber value.1'13B'uses design valuesnorm. a. imupatem),1-1@'bngth wire staples oneah U-T 0 0 P-O 0 0 approved 113&2013 by PLSC T-S 0 0 O-N 0 0 Structural Composite Lumber must be onenred such Additional Notes S-R 0 0 N-M 0 0 Mm plate teeth are embedded perpendicular to the See detail STRBRIBR1014 for Imcirg and imaging R-O 0 0 M-L 0 0 layers,and not into the edge ins of the members. onornmendations. O-P 0 0 Bracln Trow must be seddled as spawn with top Chad up. g The overall height of this truss excluding werini is Maximum Web Fareea Per Py(the) Sloshing is any lenginedbme b 14-0Wei Teher Cpmp. Webs Tem.Camp. brces.All cannecticns to be resigned by me builJing designer. V 0 -10 J-L 0 -15 Fasten reed meaning To one feta of Nis fmme. A-U 0 -67 L-K 0 -9 Plating Name Maximum Gable Fortes Per Py(Ibs) All plates are 15X3 except as noted. Gables TerAComp. Gabes Tare.Camp. Purlins B-T 0 -171 F-P 0 -14 -M 0 -158 I In lieu of sWctarel panels m mid ceiling use porins C-B 0 -140 G-O 0 -151 to laerolyce brachords as follows: O-R 0 -153 Chord SpaingOnpC) Slauft) End(R) E-O 0 -t52 -M 0 -123 TC 24 0.25 11.42 BC 111 20 0.25 02 attt 2courtsbir plains to my 4'OC unless shoxn W ndmise arbonden fillers NOTES: � 1.mealaemyie rot iamdmt eunamrmemaim.ano dunmiosonion.aaaonwmmy maws,aaMrM.imw.acsllaa. eMW b vied in mnlWlanwiM Me artnilquy pUm aunng Intl&Ntim. TH 2Ape.Toendo,,.a..no..-rNJI,Isi'-T. -IneyIn,Rom,pomw.Mn mmesgo—, lemoallo75n47453rdonPah saia102,Jackaunell,R-3= -Par 921�W p RE No GNaalwnkl RE No OaNB Miry JegiufreERwMM APEX rue OUJe PE No eJ9 PEW flit PE No)1<5] PEN a.. .• 65975 Ply.t S P1,11a4]IT67ISY42 STREIT RESIDENCE-CUSTOM Oty 1 FROM: ORW: FGE02 Wgb 33.81bs / ... 0120/17 �—T5"3—1 1'4' (TVP) A B C D E T � L -3F 1 10'12 K 11123X3 J I H nCjjX3 54- 5'1 Label CN1args 1pa(I IN no Criteria Snow Cril(Pore In palDeNCSI Chi Maximum Woodland ill or'i TCU- allw Wind SIQ NA Pg:NA Ct NA CAT:N PP Deflection In hoc IJUeII LIN Lac R 1U I Rw Ian I RL IW TCDL: 17.00 Speed:NA mph Fal Ce:NA VERTILL): D002 A 929 380 K 87 /- /- /- /- /3.5 BOLL: 0.00 Eromemic NA La:NA Cs:NA VERT(TL): O.004 A 506 NO G' 112 /- /- I. /- /80.5 SCOL: 5.00 Category:NA Same Duration:NA HORZ(LL):0.001 A - - K Min BIg Width Rod= 15 Dn La: 82.00 EXP:NA HORZITLC 0.002 A - K Min Brg Width Rep NCBCLL:10.00 Mean Hisi NA It Cede I Mbc Cobol Creep Faster.1.5 Eaamgs K 8 K Fran,=565psi. SORn: 0.00 TCDL:NA pat ii Code: FBC 2010 RES Max TC 051: 0.151 Load Duration:I.00 BCUL NA psi TPI SM:2007 Max BC 051: 0.066 Maximum Top Chmed Forced Per Psi Spading:24.0MFRS Parallel Dist:NA Rep Factors Used:Yes MxdWeb CSI:DO43 Cause Tere.Comp, Chef( Tens, Comp. CBC Dist a:NA ft FVRl 30(OY10(0) Mlg Spediwtl Camber: A_B 0 0 C-D 0 0 LNA GCpF,NA Plate Typelsl B-C 0 0 D-E 0 0 Wind Duration:NA WAVE VIEW Ver:16.02.01.1215.13 Lumber Additional Notes Maximum Brat Chord Forces Par Py(Iba) Value Set:13B(Effective 6/1/20(3) TwR4 must be installed as shmen with lop dead up. Chords Tens.Cwnp, Chards Tem. Comp. Top chord 02 SP p2. The overell hdght 0f this truss exduLng overpay Is K-J 1 0 I-H 0 0 Bar chord 0x2 So#2 1-0-0. J-1 0 0 1 0 0 Webs Ox2SPN3 Lumber value set'138'uses design values Maximum Web Forces Per Ply(Os) approved 1130,2013 by AISC Well Tens.Cwnp. Webs Tens. Comp. Structural Composite Lumber must be oriented such Nat plate teeth are embedded perpendicular to the K-A 0 -61 E-G 0 -i6 layers,and nth into do edge face of In.memWrs, L-K 0 -2 G-F 0 -10 Bracing Maximum Gaal Forced Per Ply(ling Fallen rapid sh Ming to one have of this hard. Gebks Tens.Cwnp. Gables Tens. Comp. Phil Notes B-J 0 -181 D-H 0 10.9 All plates are 1,5X3 except as nWetl. C-1 0 -140 Puhlm In lieu of structural panels or night wiling use pudnls to laRmlM made chonds as fellows: Crd SplaTC Zri ad SIOai EMDO ") BC 63 -013 5.13 Apply puRrm W any chords above or believe fliers at 24-OC unless ahoven pampered names. End Vedkal Attachment Mace lchad end vdmtel(s(W reel and Whical using(3)TO.10,1 box or(0.128' 3-mn)gun nails,or (5)y1y. 1SGau, 7/18"Cmxvn,2-1C'kyN vim staples,through vnde hate:or(3)".1 B-Gauge,l' C.(mi mi 1-12'length wire staples on each mages. NOTES: �r� 1,TlrsamwnB lrcamislersonspesionlletim. M111ionelirleemns leviy P.'searam�q'mi,lixo 11-03 eeruB m urea Ir ariu�n..+lll lb a,mlmd�aal plena au,lrg Immunm�. TH6uemass No ma? 4745 txxq eml Uxt Sure am JacTexele FL 322N-ar 8211 52W Nom Er} ren TrueHouse PE"NolWo��„", PEIeo:Amemeore, PE No. bra �.E�wana APEX 659]5 Plyt SEON:174461T415Y42 STREET RESIDENCECUSTOIA Ory: t FROM: ORW: FGED] lNgh 3 A bur I .. 0112011] —1'6"B—+—1'4•--{ (TYP) A B C D EF T D e 113X3 L K J11113X3 "ding Chirl(pe0 Wind CrgsHa Snow CrMrIa IF9.R in'i DeflltSl CrltsNa A Maximum Reaction.(bs),or sPLF TCLL: 40.00 Wind SIE: NA Pg:NA Ct NA CAT:NA PP OageNm in loo Udell I/X Loc R 1U I Rw I Rh I RL IW TCDL: 17.00 Speed:NA man W:NA Ce:NA VERT(LL): 0600 B 959 360 H- 119 I- 1- I- 1- 112.0 BCU- 0.00 Embossers:NA Lu:NA Ca:NA VERTQL): 0.000B 999240 M Min Brg WidNRse, COOL: 500 Conrail NA Same Duration:NA HORZ(LL): 0001 F - Beadrg MFRMrp=S65psl. Des La: 62.00 EI(P:NA HORI(TL):0.001 B - Ill 10.00 Mean Heigh:NAB COGlMlec CHIaN. Creep Facto.1.5 Maximum Top Chord Fomes Per Fill Soffit: 0.00 TCDL:NA psi Shag Code:FDC 2014 RES Mex TC CSL 0.136 CMN. Tem.Cpmp. Chagos Tem. Comp Load Domain:1.00 BCDL:Mpal TPI SIG 2W7 Max BC CSI: 0.021 A-B 1 0 D-E 1 0 Simpul 24.0• MFRS Parallel Dist:NA Rep Fedtts Used:Yes Max Web C51:0.037 B-C 1 0 E-F 1 0 CdC Dist a:No it 1131)(0)(101 Mfg Specired Camber C-0 1 0 I:NA GC':NA PWfo Trysts): Wind Duration:NA WAVE I VIEW Ver.16.02.01.1215.13 1 Membrane Bot Chad Ferns Per Ply QW) Lumber EnEVntical Anachment Charge TNw.Canp. Charas Tem.Comp. Value Set:138(ERec4ve 6I1Q013) Atem nddred end vertical Ur good end veNcal M-L 0 -t J-1 0 -1 Top tlwN 4x2 SP 02 using(3)cry.10d oox or(0.120'k3•min)gun nails,or L-K 0 -1 I-H 0 -1 Bo1Wd4x2SP02 (5)gry. i5Gau9.,7116"C.,2-112'INUhwire K-J 0 -1 Webs 4x2 SP 0 staples,through wide face:or(3)cry.16-Gml l" Lumber valu95M•13B'uses design values nartmv Comp le m),1-V2'IenglM1 wire staples on each w. Maximum Web F...Par Ply(the) approved hall 3 by ALSC Webs Tene.Con, Webs Tens. Comp. Structural Coni Lumber must be orienled such Mciltinnal Notes that Plate teen are embedded perpercicuWr to the Trum must be Installed as shown wird lop Grad up. N-M 0 -10 F-H 25 0 Idiom.and not Into the edge late of the members. The overall height of this mew excluding overhang is A-M 0 -67 H-G 0 -6 Bracing 1�0' Maximum Gable Forces Par Ply Qbe) Sheathing is mobbed ler any langiMdimlldmgl Gables Tens.Comp. Sellas Tens. Comp. forces.All connections to be designed by the building des,— B-L 0 -172 D-J 0 -163 Fasten rated sheathing tome hw oNMs frame. C-K 0 -145 E-1 0 -123 Pholn9 Notes All plates are 1.5x3 except as rated. Purilm In lieu of structural panels or rigid ceiling use purlins to Immunity mores cMrtb as follows: CMN Spadng(inaC) SIar11R) Ending TC 24 0.13 563 BC 66 0.13 SO Apply pWim to any chords above or below fillers at 24-OC unless drown otherwise above. NOTES: 1. do..is ml¢Nfioamxlmalu inerobab snaborm in res.-wvmwm�rq rm:truss erem�p,ircJWe Bcsl�d5. most,di w wit su ion.nn ll 1—migne,a paraawinymmu.vm. TLT ]./pxT.Wldcgy isahmaoi¢nrme wmM byJV TPox T.onmingy lrc..Flnnas futantinn FbNa Engines, II Bwneu ro 7U7 4T45SuWnPwl sele00p,wdxbinalk,F xcww-npacil5M0 TrueHouse .sm' M"' Eo,meson Era ow, JpN �and APEX 65975 PIY 1 SECM:1]4491 T71 I SY42 STREIT RESIDENCE-CUSTOM OA' 1 FROM: DRW'. FGE04 to L12]Alhs PMte1 o(2 / ... 01/20017 ITYP) W=3x4 �A B C O E F G H I J K L M N O P 0 R S TU FT j T T 1 ytatrz AO AN PM AL N( AI N AN AS AF AE AD AC AS As 2 Y X W 13X3 W 13X3 W=3x4 4 24'SR 24'5.0 Loaning Crllerla Ipso INCrft S11pw Cf f W ON.NF PSF) Dei Criteria ♦Maximum Reactions lbs),or-:4 LF TCLL: OO.CO Wind Sul NA Pg:NA CI:NA CAT:NA PP DegeGion in bb L/d, LK Loc R /U /Rw /Rb /RL /W TCDL: 17.00 Swed; NA mph K.NA Ce:NA VERT(LLI: O.OWT 999 360 A011 I. I- l- I- 12M BCLL 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000T 999 272 V 54 I- I- I- I- /5.5 BCDL: 5.00 Calagl NA Snow Dmation:NA HOR2ILL):0.000 B - - AO Min Brg Width Req= Des,Ld: 62,00 EXP:NA HORZITLI:OGOO B - - V Mui Big Width Rag= 1.5 NCBCW 10.00 Mean Heigh:NAfl Csdal Mlsc Cff[erla Creep Falb 1.5 Bsanngs A08 V Fcperp=565psi. SMAI; 0.00 TCDL:NA put Bldg Code:FBC 2014 RES Max TC CSI: 01 Load Dunham:1100 BCDL NA pad TPI SM: 2007 Max BC 051: 0.014 Maximum Top Chord Forces Per Py(Ms) Speram,16.0' MFRS Parallel DIeC NA Rep Factors Used Yes Max Web CSI:GOBS CMrds Tens.Comp. Chorda Tena Comp. CBC Dist a:NAfl FT1RT:30(OY1010) Mfg Spea0ed Camber'. A.B 0 0 K-L 0 0 I:NA GCpi:NA Plate"Wei B-C 0 0 L-M 0 0 Wind Duration'.NA WAVE VIEW Vet.16.02.01.1215,13 C-D D 0 M Lumber End Vx6ul Allachmenl D-E D 0 N Value Set 13B(Elfetliva 8112013) Atbch holched and veNcalls)to held eM vernal E-F 0 0 O Top chord 4x2 SP g2 irg(3)gy.iW box or(0.128YYrrxm)gun bila or G H 0 O- 0 D 0 P Bot frond 4.2 SPK ((S)qt, 15-Gaups,]/lFCmwn,2-1Q'Iwgthwlm G-H R 0 0 Nai through ands lace:or(3)cry.l6Gauge,l' H-1 0 0 R-S 0 0 Webs 4,2 SP p3 Crown(minimum).1-1Q'IeNM wire staples on each I-J 0 0 5-T 0 0 Lumber value Sol'1313'uses design values narmwfax. J-K 0 0 approved 1/30/1013 by ALSC Structural Composite Lumber must be onented such Actual...I Need, Maximum Bot Chord Forces Par Ply(Itis) Nat pate tell are embglded mrpeMicular to the See deleil SMBRIBRIO14 for bracing and bridging Chords Tam.COm, Chords Tens.Comp. Iayam,and hod into the edge lace M the members. wmendations. arabinrs , Tsmmust be mill as sham with top chW up. ANAM 0 0 ADAC 0 0 Sheathing is required for any longillKinaloll The overall height of this muse,excluding overhang is AMAL 0 0 AC-AB 0 0 forces.All corrections to be designed by the bulking 14-0. ALAK 0 0 ABPA 0 0 designer. AK-AJ 0 0 AA-Z 0 0 Fasten rated sheathing to one kw Of this trema. AJ-AI 0 0 Z-Y 0 0 ALAR 0 0 Y-X 0 0 Plating Notes AH-AG 0 0 X-W 0 0 Al plates are 1SX3 except as Named. AGAF 0 0 W-V 0 0 AFAE 0 0 Puffins In P.W structural panels or rgitl o lung use Wrsin, Maximum Web Fwwa Per Py 1TCQ to laleraly brew chords as follows: Webs Tens Comp. Webs Tens, Comp. Chord Spicingi Stai Endl6) TC 24 0.12 24.08 AP-AO 0 -7 T-V 0 -43 SC 120 0.12 24.08 AAO 0 -44 V-U 0 -7 Apply Purlins W any ch rids above Or bHax filkrs .12P OC unless sham gNenvise above. Maximum Gable Forces Per Py(I6Q Gables Tens.Comp. Gabbs Tem. Comp. BAN 0 -114 K-AD 0 -101 CAM 0 -96 MAC 0 -101 DAL 0 -102 NAB 0 -101 NOTES: `�i t.,nnbra�n�ie�awawwp^.Nri�„ala�mbde,bnalimm�ma � w^Pm aN�wigid� W�tm. shv14 N uM i^pnlurvim uYN Ne archiiMural plans Juing inyylalm. Tg mlp9yiaa a m.w at wa..mmNglb.FHma mw pp Rrdspims,. unisa No vh a�a� auIGN7� F]i0]d55Wlm�F^GP�Sa��le40l,JacFwmihmkBMurvy B]I Sh'•Jagirtlre ERrnNM �.l ueHousem—.E .6039 PErN SAm —113h,ur PE Nebo E 3 APEX 95975 EEG :114491TT1/52 STREITRESIOENCE-0USTOM 1bAO, FEE0S W12T.4 .2M214 DRW: / ... 012011) E-AKO -101 O-A4 0 -101 F-N 0 -101 P-Z 0 -101 G-A1 O -101 O-Y 0 -102 MAG 0 -101 R-X 0 -99 1-AF 0 -101 S-W O -112 AE 0 -101 NOTES. f� l.Tllu We A.n mgle onl elmelo,ln¢,alerd Wm J1nal ln¢WWIe,h c¢mJanypg Nl¢M,a Ow.vp.lr[WeBC$I1N. mo..Nbe ........wn....... me...... .,,a else e.,nns.... o,.. TH �.TeU��, ne ,a a ce.T� �I . a .l En9 B snhhh No.]5e1-4)45SWl ,P CwM I1e102,JxkwmIle 3V2<� .821RW PL N^ BGa'o APEX TrueHouse '6K--kl Je1M1ry PAmmn @E B L� 65975 Plyi SEON:PI60/T591 SY02 STREIT RESIDENCE-CUSTOM CRY:2 FROM: DRW: FGE05 Wgl:dd B lbs I ... 01/2017 1'5"8 1 S"8 ^'4 (TVP) A B C D E F G a 1 m 70'1"2 1113X3 N M L K i 1113X3 8' 8' Loading CMerhe spam Wind Dril la Snow Cmeriage,wint'i Defili Crttola A Maxbnurn Reachens(III or' lx 400 TCLL 0 Wind Ski: NA Pg:NA CC NA CAT:N PP Deflection in Icc UM UM Loch IU 11"i I M I RL /W TCDL: 17.00 Speed:NA mph FF.NA Cd;NA VERT(LL): 0.000 B 999 360 O 83 1. I- I- I- /5.5 BCLL: 0.00 Endgsum:NA Lu:NA Ca:NA Vii 0.0008 999200 1. 117 1- 1- I- 1- /0.5 BGDL 5.00 Category NA Brow Duration:NA IIOR7( 0.D0OB - - O Min Big Width Red= 1.5 ties LG 62.00 EXP:NA NORZ(TL):0.001 B - - O Min Big Width Reg= - NCBCLL10.00 Mean height NA ft Code I MMC Cathode Creep Faaer.1.5 Beverage 080 Free,=561 BMSt 0.00 TCDL:NA psf Bldg Cover FBC M14 REB Max TC CBI: 0.137 Lead Duration:IX BCDi par TPI Slid 2007 Mazill 0.021 MaxMlm Top Cbwd Forces Per Py gbe) Sparing:240" MFRS Parallel Dist NA Rep Factors Usk:Yes Max Web CSI:0.036 Chomb Tens.Comp. Clxxds Tem. Camp. C80 Dist a:NAB FT/RT:30(Oy10(0) Mfg Specified Camber. A-B 0 0 D-E 0 0 1'.NA GCpi:NA Plate T)pe(s): B-C 0 0 E-F 0 0 Wind Duration:NA WAVE VIEW Ver:16.02.01.1215.13 C-D 0 O F-G 0 0 Lumber End Vedloal Attachment Value Set 138(Egective 6/112013) Attach reached end vemealls)to mxl and vadat Maximum Ba Chi Forces Per Py Qbs) Top Moral 4x2 SP g2 -ng(3)ciy.l0d box or(0.120Y3'min)gun nails,Or CboNS Tem.Canp. Glands Ten. Camp. Bot Uwrd 4x2 SP 92 (5)g1, 15G W.7/16'Cmwn,2-1@'Imgthwim O-N 0 0 L-K 0 0 Webb 4.2 SP p3 dual through wide face;or(3)qry.l 6Gauge.l' N-M 0 D K-J 0 0 Lumber value sH'138'uses design Crown(minimum),1-1/2'length wire staples m each 9n values nammv race. M-L 0 0 l-1 0 0 approved 1/MAl3 by ALSC Stmctuml Compatible Lumber must be Oriented such Additional Notes MUInni Web Forces Par IT,lbs) that plate Warn are embedded perpendicular to the Toss must be installed as shorm wib M Chem up. Were Tem.Canp' Webs Tam. Camp. layea,and net into the edge fare M Me members. The overall height of M1is Imss excluding overhang is P-O 0 -10 G-1 0 --9 Bracing ng q-O 0 -67 I-H 0 -9 SMalM1ing Is mounted for any Imgiludlmlhical forces.All rennectims to be assigned by the building Maximum Gabla Forces Par Py(bs) assail Gables Tem.Canp' Gables Tem, Dump. Fasten rated sheathing toonefaceolbls frame. B-N 0 .til E-K 0 -1$ PbNp Nobs C-M 0 -148 F-J 0 -IN All plalesam 1SX3exceplas neral O-L 0 -FY' Parnas In leu of sWCNral panels or riga regard use purlins t0larealry brace tdoNs as bllows: CMM Stora lb cc) Standl EM(fli TC 24 0.13 7.63 BC 93 0.13 7.63 A 24 C 'ns to mless shovnc¢ymanse above.e or hourly fi11ars at NOTES: � '� ,.1Ma Wawi,2 f.SNficenl sure 9l kv yaetimW . Aitinnal ixi.clions aueomyMn iMW irp Me Mole. e9C511La. snwa m ease a mtyanm x:In maw emNlevmb plana e.nnp inslansion. TH ].Pqx Te[MNapy iaaneliawa namewmef Ey Ja.Aper lxnrolrpy lne.FlcnG Cvgralon. FlOMf Engram 2ua—W]5a)-4..1Sullm Pa'x Cool,Su1e.,J.vx-le FL 33314-frY83153W TrueHouse Ex ores 4 PNo un ' I'E„a.. nn APEX 659]5PIy:1 SEON:17077 T24/GABL STREIT RESIDENCE-CUSTOM Oy: t FROM:MF oRW: GEOt lNg1:159.6 Its I ... 01OW17 n enn TIMI r'atviFvr 10 6 u1 ul dew Loedin,Crlterts ded Ill Criteria Snow Crllerla(Fall par, DeRICSI Criteria AMaximum Reactions(lbs),or'=PLF TCLL: 20.00 W m Sld: ASCE]-10 Pg:NA CI:NA CATINA PP oefbcion In loc L/defl t/X Loc R IU I Rw /Rh /RL IW TOOL: 7.00 Sped: IN mph PI:NA Cm NA VERTILL): 0.006 H 999 240 ADB9 /34 /44 I- /13 1209 BC ILL 0.00 Encesore:Closed Lu:NA Ca:NA VERTQL): 0.00]H 999 203 p 32 /235 /251 /- /- /5.5 SCOL: S00 Risk Congo,11 Snow Complain:NA HOPZ(LL): 0.0]61 - Wind reactions based on MFRS Dart td: 32.00 EJIP:C HORZCr_):0.1391 - AD Min Big WidN Req= Ni:10.00 Mean HaV9M:25.72 it Code l Mlic Cidrla Creep Factor.1.5 P Min BigWidm Req= 1.5 Solid 2,00 TOOL:C2 psi BMg Cod:FDC 2014 RES Mm TC CSI: 0,249 Beadrlgs AD 8 P Fir=565psi. Load Durefian:1.25 BCDL:3.0,pill TPIStd: 2007 Max BCCSI: 0110 Spspirg:24.0' MFRS Faralled Ge:o to hQ Rep FacWS Used Yes all Web C51:0Y14 MWmum Top Chord Forces Per Ply(Id) CAC Dig a:3.00 it FT/RT:30(OV1IX0) Mfg Spearfied Camdr: Chords Tens.Comg Clwrds Tens.Comp. GC,0.10 Plate Trips): A-B 208 -A7 H-I 414 -3f Wind Daniel1.60 WAVE VIEW Ver.16.01.01.0531.12 B-C 131 -114 I-J 319 -W Lumber Adlllonal Notes C-D IQ -115 J-K 271 -00 Value Sed:13B(Eflepbe W1Q0f3) See OWGSA14030ENC1010148GOLLETIN1014M E_E VI -93 K-L 202 -89 gable vend bracing and other requirements. F 2T -]3 L-M iH -111 Top road 2x4 SP 1p F-G 39 -51 M-N 12) -11t Bot Webs 2x4 SP AA The roll M1eigM1l of lM1ls lass excluding overhang is G-H 400 -31 N-O 'tl3 -200 Webs 2x0 SP M3 8-104. Lumber value set-1313'uses design values Maximum BM Chard Farces Par Ply gba) opposed 1=013 by Al CM1ONS Tens.Comp. Carl Tens. Comp. Bribi ADAC128 -125 W-V 119 -118 (a)Cominuaus lateral arm oft equally spaced oa AC AD 131 -110 11 118 -117 member. AB-AA 131 -119 U-T H7 -1111 Fast.sled s11ea1M1irg bone few of this frame. M-Z13) -118 T-S 1P -115 Z-Y 120 -118 S-R 115 -114 Plating Notes Y-X 119 -118 R-O 115 -113 All plains are 3X4 except as noted. %-W 119 -118 O-P 105 -109 Plate positions consider a 0.50 inch lass perimeter edge distance. Maximum Gable Forces Per Py(lbs( Gabbs Tens.Comp. Gables Tens. Comp. Partial q-AD 186 -195 V-I 0] -88 In lieu 01 grpanels or rigid wilirg use putl'ms b lelerelly balace rew chor0.5 as fdllays: B-qC 171 -18$ U-J iW -]8 CSpacing(n oc) Slan(B) Enal C-AB 95 -79 T-K 95 -M MN TC 24 -0.13 17.]9 D-M 95 -M S-L 95 -]6 BC 120 -0.13 17799 E-Z 96 -76 R-M 95 -79 Apply purlins loanycMNsabovewb¢lore Mors F-Y 1M -M O-N 174 -182 .124'OC uni.shma.am..se above. G-X 8/ -Sit O-P 181 -1% W-H 2 -465 Wind Wind arms b ted on MWFRS with adl6oreI CSC emberdeslgn. NOTES: /r` dovendisn°1°u150enralare.xdlab4m.Mp4ma ms4ucAnmcampn)n^91Ns eimdnuiry.intlW°BC511-03. 1// \\r swabs u.aa.�Nr�ne...ln ire arcnn.n�a plebe awi�e maalaem. TH l.Pyxs No,7ml475 Sum,Para or-Suit, ui442 expressage Fir m,. - x,821 bn. Fbtla Frgirwi I� BudnessPo.iN]-,i,55u11°n Park C°ury 5uiie102,JaWmrA Fl JZ22<-SW.a2152N TrueHouse 1ENo. . axi JE a,. Fxac1457 a°EN Sped APEX 65975 Ply1 SEON:178181 T6 I GAEL TR RRESIDENCELUSTOM Cry:2 FROM:MF DRW: GE War.324.8 tax Page 1012 / ... 01na1T i m I m I r I r Hi ia° } I� F'-Fnmi fi Is pe 4.e z. asn cna 1 em F .n. H mr F A I aW 'L Leagrg CrMria 1pen WBW Criteria &now Criteria F pr,n Par) Dri Criteria ♦Maximum Reactions(lbs) TCLL 20.00 Wait ASCE 710 Pg:NA CI:NA CAT'.N PP Delle tion In be 1/tlel LK Lac R IU /Rw I Rh /RL IW TCOL: 7.03 Speed: 130 mph Pit NA Ce:NA VERT(LL): 0.149 F 999 278 AL 793 1395 1361 /- 1301 15.5 BCIL: 0.00 Enclosure:Closed Lu:NA Cs:NA VEFTITL): 0.307F 908 278 AM793 /395 /361 /- /- 15.5 BCDL &W Risk CIA.,,11 Super Durabom NA HORZ(LL): 0.091 S - - Wind reactions baud an MFRS Des W: 32.00 EXP:C HORZQLy 0.108 S - - AL Min Br,Width Req= 15 NCBCLL 10.00 Mean Height:AM fl Code I all Criteria Creep Factor:1.5 AM Min BM Width Real,= 1.5 Solfll: 100 TCDL:4.2 part &dg CMe: FBC2014 RES Max TC C51: 0.393 Earnings AL&Mal Pepsi=5&5psl. Lead Duratch 1.25 BCDL 3.0 pf TPI 510:2007 Mor8i 0.947 Spacing:24.0- MFRS PerMIel Ded:0 to N2 Rep Factors Used:Year Max Web CSI:0.510 Maximum Top Chi Farces Par Py ill C&C DIY a:3.001 FT/RT:30)Dyt Di Mfg Seection Camber. Chards Tem.Comp. Chords Tem.Camp. GCq:0.i8 Plate Type(s)t A-0 = I J-K 622 -597 Wind Wm0 :1.60 WAVE VIEW Von.16.0101.053L12 B M -300 K-L 572 -628 Lumber Additional Notes O-D HB -075 L-M 619 -720 Value Ser, div 130(Eftae 611Y2013) See DWGS A140MENG101 014&GBLLETIN1014 her D-E 5V -6771 Ill5157711 To and ad SP At gablevnndbraurg andolerrequbements.hE-F 555 -771 N-O 555 .-771 Pc F-G 535 -731 O-P 511 -805 WE Bar Webs 2x 2x8 AS 92 The all M1eghl of this truss excluding Overhang l5 G-H 619 -731 P-G 418 -675 ,under4SP se fl-1@. I-i 572 -825 O-R 235 -318 Lumbervalue set93Bbus design values -J fi22 -5g7 R-S 128 -463 aDProvetl 1/30/2013 by ALSC Smaing Masthead Bal Chard Fercn Per Py(lbs) (a)Continuous lateral restraint vi lly spaced on Chorda Tmce.Comp. Chards Tam. Comp. member. ALAK 395 -283 ACAB 491 _66 PIYI Notes AK-AJ 397 -283 AB-AA 441 -57 n9 AJ-AI 433 -278 AA-2 Fee -151 All plains are 3X4 except as noted. At AH 538 -222 Z-Y 559 -19 Plate positions wnsMera 0.50 inch Wu p,nmpxw AH-AG W -2A Y-X Sea -YA edge distance. AG-AF 549 -IV X-W 560 -222 AF-AE 550 -155 W-V 251 -112 Pudlns AE-AD 49:1 -ICS V-U 232 -IN In lieu of Yructurs panels or rigid ceiling use Wnina AD-AC 491 -M7 U-T M -IN to lareralry brew chords as cloves: Chord S,x,mg(In oc) Stani(8) Endph Maxhnum Web Favus Per Py ping TC 24 000 2335 Webs Tem.Cmi Webs Tem.Camp. 3C 86 a m 2025 Appy Index to any chords above or bene Has CAI M -301 AGK 301 -377 at 24'OC unless shown 0lhemiu abovs. E-AG 311 -239 AA-M 516 -43 Loading GAE 516 -455 Y-O 311 -240 I-AC 361 -377 W-0 9B -301 Gable end supports 8'max rake overrun,Tap clwN most ret be cm or nmcM1ed. Maximum Gable Forces Per Py(lies) Wind Gables Tem.Com, Gabbs Tem,Camp. Wind loads hued an MWFRS wird Mddimal C&C A-AL W -44 KAB Et -259 member design. 'B-AK 110 -6 1 103 -89 NOTES: �'� 1.lhisararnrg isMn,la'..amerornsWbom. AWiao nlncbooucm acwmpai Nie rrvp—sp IMUM aC$Irdt. aMUaGUMmxnluinun nim lnexraenural plane o wins lne4YUrwn. THB wsla77a4l'4745 Simon rzM1Cooc Sole Q2, xkrnnnnl R332]4 am83 RW FlwbEyin®r APEX TI'ueHouse N=G=dvalv IPE,Ne..sma PENo nasty vex ewasnnem 85975 %y:1 SEONa]818/TBI GAEL STREIT RESIDENCE-CUSTOM Gy:2 FROM:MF DRW: GE02 W91:U4.8 IM Page2 d2 / _. 012N17 A40 414 -1013 M-Z D5 -319 AI-D 120 -200 N-V A -48 AH-E 145 -150 O-J( 145 -100 AGF 0 -40 P-W 40 -285 AF-G M -319 O-V 414 -1013 AE-H 1R3 -09 U-R 110 -8 AD-1 251 -253 S-T 223 -452 J-AC 539 _m Nems: �� LT16 EremtB is nM suHiaenl alone br im011alian. Md'nionel'mstruNdexampenynBB+s lnm Era'nry,iMu1e Y511-0], slxxlE Lx ueEbcmjunclion M.11r erAl&tlual pored ,.o insrellelion. TH 2.P xT¢ mbpy isaficliliauslme nMEy Jm Apen TxAn ylm.F aCvgraNm. Rc000 Eg wr Bums¢W.7.1- 11]Bulb,PUB Go.,SUAe W2.J.1..l611]2R4-9M.8215210 xMml GxoAoaB J¢mey PMesm D_¢ .Nu, J .lm ER.d APEX TrueHouse PEW EOB30 PE No.MW PE No 71A7 PE No.Bd99 b5W5 Ply'.1 SEON:1)411 I T641 GABL STREIT RESIDENCE-CUSTOM co, I FROM:MF DRW: GEM War 882 Ibis I ... 01120/17 ua1 I utv 'I' uw i nm1 I I—me—f-ra.-I 112m aMA�t 1 .axw9a I �A7 Vabli r=� (NNL) LeadOYg CdtM Ipd) Wno canna Snow Cmena tpgPl In PiDeWLSI Cmena A Mumbo Reacmn.obs).d•=pLP TM WGo WIM3W: ASCE7-10 Pg:NA Cc NA CAT:NA PP Deflection In loo Uwfl 1111 Lot R IU /Rot /II /RL /W TOOL 7.00 Speed In mph KNA CB:NA VERT(LL,: ).0038 tag 240 A BB /12 /63 I- /127 15Z BCLL: 0.00 Emotional Closed Lu:NA C.:Not VERTITQ: 0.0058 gag 160 S• 62 /30 /28 /- /- /1A BCOLI 5.00 Risk Calegng.11 S.Ouraflan:NA HORZILL,:0.003J - Wind reactions Wheat on MFRS Des Ld: 32.M EXP:C HOI ITL):Own J - - A Min Big Width Req= 1.5 NCBCLL:10.00 Mean Hight 23.25 ft Cone I MMI Croda Creep Fai IS A Min Brg Width Rpt= - SpML 2.00 TCOLV.2 psi Bldg Code FBC2O14RES MUTCCSI: 0.116 Beadrlgs A B A Polhill=561 LaM OuraWn:1.25 BCOL 3.0 psi TPI Sid:2007 Max BC CSI: 0.076 SLecing;240' MWFRS Parallel Dist:010 W Rep Factors Used YM Mas Welt,CSI:0oat MVImum Top Chord Forces Per Ply(1bs) CBC DIM a:3.00 ft FTIRC 30(Oyl)(0) Mfg Specified!Camper. Chords Tens.COmp. Chords Tens. Comp. GCp1:0.10 Plate Typels): A-B in -114 F-G 132 -29 WiM Ouration 1.60 WAVE VIEW Ver.16.02.01.1215.13 B-C 93 -95 GH 75 -25 LumWn Additional No.. C-D W -Ti H-1 31 -36 Value SO.13BIEteclive8/12013) See DRUGS AlMODENC101014 B GBLLETIN1014 Mr D-E m -% LJ Q -3 Td chord ord 2x4 SP a3 gaWN vnM Wretirt, and oder hopeamenta.Bill E-F 132 -42 J-K 46 -M War.2xtl 2x4 SP p3 SbckMtop Attar most NOT be ord(SC)toed har lin Ma.Imum BM Child!Fords Pal Ply(Ips) Webs Ch3P p3 area edtop Attach stackedhnor Wp a. (SC)W C,WOMs Tena.Com Chorda Tena. Com :Stack Chord SC12x4 SP 003: OrSpped24'co Center plan,on Mausing3x4 47 45 :Stack Oh0rd am NI 3B"uses coulales24•c0.Censugar prpsndicuNtlo M A.R 83 -4T O-N 92 -45 Lumber'proved 100 sM 93B'udsdesign raids drab Spicelpchand in notcrpentllarear sing 3tl H-U � -46 N-M 93 -44 'proved l/3N2013 by PLSC IergN.Spud lop chord in notchable area using 3xb. O P 00 48 M L 88 43 TM overall height Sf lMs truss oxcludirg werllarg is P-O 92 -45 L-K B3 -41 Plating Nobs 4-11-2. All plates are 3%4 count as roped. Movement Gable Forces Per Ply(Ips) l•')4 pistols)require special p00omt,.Refer l0 Gables Ten.Com, Gabbs Tena. Comp. pled plate plot deWila to,epeaal wp inning requirements. C-R 1311 -139 N-G 93 -86 Plate positions consider a 050 Inch wse perimater 0-0 M -59 M-H 69 -59 ebgedistance. E-P 90 -in L-I 138 -133 F-O 16 -93 Fujina In lieu 0f structural panels or rigid ceiling use ourims, W laterally brad chorda as Wloons Chord Spacisom 0c) Sbn(fi) Endlfl) TC 24 1100 1356 BC 120 000 13.53 Appy purlins W any chords above or Maw fillers at 24'OC unless aeD,vn othermse above. ynnd WiM Iwo$based on MW FRS with endorsed C&C embendesi Right and Wa l not exposed to Mind pressure. NOTES: �'� aTo"w"' Nca lived in rot:upowm 1h In ..Inmamn. Amrhin mlramom.�,�wm+re ptws9 am'nre.iMW.acsltm. I To" "'is.Sryncla clizu-earcbiwcluy lYxm nunng lnsUllalion. TH 2 c,v,Techakii h a fonow rame nwnM by Jas A round,Inc.Flwid9 rwmetim Finita Ereidx Bush—No.751 4745 Simon Pan coon,wire ave.Jark-11,FL 3224.sol e2i s200 p ed-he Nodvnki I.b PArnem areF 71457 JPE II f EPmNar4 APEX TrueHouse PE No 6pW8 0 PEW.»49 i£No.DABS M975 Ply 1 SEON:174M I770I GAEL STREIT RESIDENCELUSTOM IXy. 1 FROM:Mf DRW: GE03V Wit P.OIG / ... O11i BPai We 849 68p I (rvPl8.4x4 T e� G Iri 1 S p M m "� .uNMe -soughtA+N11 �PsiT 1 1 I O M L N J.3 N y som �4 12 1za� Loatllrg CRLena(pcq Wind Criteria Snow CmxM IP irfe,moil De0/CSI Coal A Maximum Raactlons fibs),or'=PLF TCLL 2000 et ASCE7-10 Pg:NA CLNA CAT:NA PP Compliin in lop Ude0 I-As Loc R IU IRw IRh IRL IW TCOL: 7,00 Speed 130 mph PF.NA Ce:NA VERT(LL).-0.DI7H 999240 A• 71 132 /33 /- 143 136.0 BCU: 0.00 EnGosure'.Closed 1-ii GS:NA VERT(TL): 0.@6H 999160 P• 73 /33 /29 I- /- 180.0 BCDU 5.00 Risk Category 11 Sam,Oura6on:NA HORZ(Ly:0.01411 - - J' 71 /32 /33 /- /- 136.0 Des Ld: 32.00 EXP:C HORZ(TL):0.020 B - - Wind reactions based on MW FRS NCBCLL:10.00 Mean Height:23.25 it Coda/Marc CRtetla Cheap Facia:1.5 A Min Big Width Req= - Sofil 2,00 TCDL:02 Ad Bldg COde: FBC 2014 RES Max TC e51: 0.247 P MlnBrgWltltbReq= - Lcad Duration:1.15 BCR:3.0 psf TPI SM:M7 Max BC CSI: 0.128 J Min Big Width Req= - Sending: 01 24.0' MFRS Fina Doti 0s M2 Rap Factors Used Yes Max Web CSA:0.164Baamgs A.P.8 J are n rigid suRace. FTdRT CBC Dat Gcm 008 Plate Mfg Spdi6atl Camber. Maximum Top Chard Ferris Per Ply s.GCq'.0.18 WAV Ti Chords Tens.Camp. Chords Tens.Co.,.C WIM Ou20om 1.60 WAVE VIEW Vec 16.02.01.1215.13 Lumbar Wind A-B 422 -432 E-F 227 -M Value Set:13B(E6eabod,81112013) Wind VAdk based an MWFRS wio atltlilpnal C&C B-C 88 -92 F-G 198 -102 embercesgn. C-D 1% -102 G-H 88 -01 Top GwN 2x4 SP 113 D-E 222 -M H-I for -162 BIX clwN 1x4 SP N3 LeB antl ngM unMeven areexposed nomad 3 # P S Webs 2x4 M WLt ebs BE 3 iq:BLOCN LENGTH= 2139' Additional Notes M imum Bol Chard Faces Per Ply Obs) Rt Slider 2m Be Y3:BLOCK LENGTH= 2.139 Sae OWGS A14030ENC1010148 GBLLETIN1014 for Dmrds Ten,.DOmp. CMrds Tens. Comp. Lumbar value set'13B'uses design value gable vdntlbraping antl otner requirements. A-P Be -fit M-L n -46 ap,romed liSV2013 W A-SC Shim all supports to solid bearing. P-O 82 -rA L-K 77 -46 Plating Notes The overall height of this truss excluding oveTang is O-N 77 -45 K-J 75 -42 All plates are 3X4 except as noted. 4"11"2' N-M 17 -46 J-1 61 -46 (")2 elation)require special p05iiioning.Refer to Maximum Web Forces Per Ply(lea) swlM plate pled details for special positioning Webs Tens , .Con hequare nls. p Plate Positions pontuder a 0.50 inch Vuu perimeter H"1 Zit "2Q edge prince Maximum Gable Formas Per Ply(Ibs) PORIns Gables TorkeComp. Gabbs Tens. Carp. In lieu of stropped panels 0r ii ceiling use puriins W lataalry brece[Mmes as follonam C-O 197 -170 L-F 40 -54 Chord Spacinganoc) Stargh Early) D-N 49 -44 K-G 197 -im TC 24 am 13.M E-M 17 -192 BC 37 0.00 3.4fi BC 80 306 10.13 0C 37 10.13 13.50 Apply Forms to any broader ashe or at 24"OC unless shconn otherwise e abovl . filler Leading Gable eM supports 6'am.take meman,Too chord must net be but a notched. NOTES: '� 1^Tasamwkq l:nM:JStlem ametor lnitMlauon. Amhmnal in54ucAas eewmperthire lnleNmemWro.iMWepC511-03. s Trox Ixaa inecnlunGm mm a ineralso dorsaunrp InsbllMion. TH 2.Ppee Teplmnpy is a"Houn mme wmm in um ar-Tembacylrc..FbNeCayMmn. FWWep'— pusneuNo,nor 4745 Susan Pak Cost.Sib W2 JacFsonville,FL]YR4-no1.821.52W No MiOUM Gxoibrslti JM PPmecn I.Murry JayuMxw E Pax'lerl4 APEX rueHouse TEo" PE No sasu PE 171457 vF Ne.Iwaaa s 65975 Ply.t SEON:17531IT131GABL STREIT RESIDENCE-CUSTOM OlY: 1 FROM: DRW: GE04 WBt 780led I ... O1W17 --t5m---—1'a•—� run E T J 3 1v2 H G F 0 T e c h n� J�Iv1a ' w 9 RO' P' O X M L' f 1Y5'0 31m Ysm Loading Caters te30 Wind Coal Scow Cilliffli NP in PSFI oefYO3lCNbtla ♦Maxlmum Ructions(M),or'P4LF TCLL: 20.00 Wind SM: ASCE T-10 Pg:NA Cf NA CATs N PP Defection In KK UEeft LXI Loc R I U /Rw Jim /RL IW TOOL: 7.00 Speer: 130 mph N.NA Ca NA VERT(LLk 0.0028 909240 T' 64 121 125 I- 19 1149 BOLL: 0.00 Enclosure:Cleared Lu:NA Cs:NA VERT(TL): 0.002 B 999 100 WPM reactions based on MFRS BCDL 5.00 Risk Calepdy:11 Show Duration:NA HOROLL):4.070J - - T Minerg Wldh Reg= - Due Up 32.00 EXP:C HORZ(TL):L.D98 J - Bei bsure ace. rigid suce. NCBCLL 1000 Mean Height 1500 fl Code l Mine CrBare Creep Factor.1.5 soffit 2,00 TCDL:43 par BIdg Cede: FBC2014RES Max TCCSI: 0.207 Maxlmon Top Chord Forces Par Ply(IW) Lead Duration 1.25 BCOL:3.0 paf TPISW'. M07 Max BC CSI: 0.204 Crests Tens Comp. CM1ONs Term. Comp. Spacing:24.0' MFRS Parallel Dist O W M1R Rep Factors Used Yes Max Web C31:O.187 A.B 4 -191 F-G 7 -82 CSCOista:3DOfi FT/RT:30(Oy1010) Mrg Specified Gerota'. B-C 2 -107 G-H 7 -63 OCpt 0.18 Plate T,a(s): O.O 3 -138 H-1 8 -38 Wind Demands:1.60 WAVE VIEW Ver.180101.0531.12 D-E 4 -119 I-J 8 -10 Lumber Additional Notes E-F 6 -103 Value Set:13B(EBectrasW2013) See DADS A14015ENC1010148 GBLMTIN1O14 for lmum Bot CM1dtl Forces Pere IM Top chord 2x4 SP p3 gable wind bracing and other redurements. Maxly( 1 Sol UnM 2x4 SP O3 Th.overall range of this doss ex led,,oveMani Crests Teis.Cwnp. Chose Tens.Co., Webs 2x4 SP d3 4-3-12. T-S 119 -1 O-N 109 -3 Loomerval's Mot'1313'uses design values S-R 105 -2 N-M 190 -3 approved 1710,2013 by ALSC R-O iffi -2 M-L 191 -3 O-P107 -2 L-K 191 -3 BraCing P-O -2 Fasten rated slueatdng W one had Of this Game. PlMing Notes Maxlmlan Gabe Forces Per Ply(M) All planes are 3X4 except as noted GullT¢ns.Cwnp. Gabbs To...Comp. Plate pexames wnsger a get imh truss Ammeter A-T 0 -R) F-O E9 -Y[ elle distance B-S 230 -III G-N W -R C-R (Q -07 H-M % -72 Purlins o-O 71 -72 I-L 116 -79 In lieu of Mutual panels Or rigid railing use purlins E-P M -72 l-K W -31 W etera1N Poore cnoMs as Io1Ma: Chord Spacinglin re) Seems) Encl TC 24 431 1214 BC 120 -031 12,14 Apply podins to any chords above or below fillers at 24'OC unless shown amen rse above. WIM WPM leads based on MW FRS with additional CSC memPer design. Right and womeal not exposed to wind pressure NOTES: /\� f.mod,aww9is^N sudiae^lakxre mrlmislll1-iu,"Priwmcm atbrgemiy Me MAP demry.irtlWeaC511N. 1// mWoa wed In un y,xliunvN�ln.sMumluel dmnr dumglnnelM'cn. TV 3.KBr TMrolo,Pi1.1 nvns wred 1,L-Mar Term.,liv,Rustle C Matkn. NonW Erwoes, R 6usFew No.75a]-4745 Are,Park Vsu.Buse 402 Tviesrnll,FL Xi2r-Nor 821.520 APEX rue Dere Mid,aH G Kwbwau aMrey P Aueun Derek k 6 ALJaMoluE a.. FE NoaLV3a PE N, FF He 11,N1 PE Na 80799 65975 Ply:1 SEON;1]]111 M2 I GABL STREIT RESIDENCE-CUSTOM OM: 1 FROM: DRW: GE05 Wge:24G71bs 1 ... .1120117 P.a l�rn, •v g1 k,_� nn + m lam. Loading Criteria 1p. Wind Criterb Snow CrlbM(Pp.Pnn PSF) Delhi Criteria ♦Maximum Reactions(link),or'=PLF TCLL: 20(0 Wind Std: ASCE 7-10 Pg:NA D:NA CAT:NA PP De0edlon in lac UdeO Ug Lee R 1 U 1 Re 1 Rb I RL /W TCDL: 7.00 Spaed: 130 mph PL NA Ce:NA VERTiLL): 0.067 G GO 240 1 /32 147 /- 116 /74.5 BCLL: 000 Enclowre:Closed Lu:NA Cs:NA VERT(TL): SAW 935 189 M 462 1193 103 /- /- /- BCDL 5.00 Risk Castle,11 Sae Duration:NA HORZ(LL):-0.027 H - - V 1351 Dee LIF 32(0 E)P:C HORZ(R):-0.RM H - - U 1236 NCBCLL:10.00 Mean Height 18,97 fl Code l Mi.Criteria Creep Factor.1.5 Wend reactions based on MWFNS giant 2.00 TCDL:4.2 psi Bldg Code: FOC 2014 RES Max TC CSI: 0.2M W McBri,WiOMRea= - Lmd Duration:1.25 BCOL 3.O Mi TPI Sed: W07 Mal: 0.393 M Mln Brg W itlrh Ret, Gpadng:24(' MWFRS PemIIN Dab 0 M h2 Rep Factors Used;Yes Mar Web CSI:0.523 Beabrg W Fcpem=565psi. CBC Dist a:3.008 FTIRT:30i0y10i0) Mfg Sparked Camber, Maximum Top Chord Forw,Pm Ply(the) GCpr;0.18 Plate Typal Clients Ter"am, Chards Ten. Comp. WindDual 1.80 WAVE VIEW Va[16.01.01.0531.12 Lumber Wind A-B 185 -201 G-H ZM -138 Value Set:138(ERecYre 6l1/201J) WIN lolls based on MWFRS w0h Additional CBC B-C 201 -196 H-I 2J3 -168 Top plmrd 2l SPV member design. C-D = -136 I-J 244 -Mi Ba din di 2l GP 92 EM veru la not evllomed w wend pressum. E_E Z.D -IN J-K 213 -236 Webs 2x4 SP p3:M1,M1126 SP 1YL'. F 231 -13I K-L 110 -1M Lumbervalue113 1act'I 2013"-uses design values Ad M..l H.W. F-G M -IN approved 113012013 by ALSO Gee DWGS Al 4030ENC10101e8GBrems. 1016 ter Maximum Bet Chord Forces Cho Per Ten.. ) gheleelnd Msdngantl a0uss epurtding ov GnerdS Tens.Comp. CMrda Tena.Camp. Bracing Tera overall height of this,mss excluding aremarg is (a)Continuous late2l restraint equally apacetl 9n 10$8. W-V 102 - R-O 137 -fif emler. V-U 137 -62 62 O-P 137 -630 U-TV 63 137 -63 P-O 1 -fit Plating Notes T-S 137 -61 O-N 13 - All plates am 3%0 except as noeetl. 8-R 137 -63 N-M 1 1 -2 Plate posltierm consider a 0.50 inch huse perimeter edge destine. Maximum Web Forces Per Ply gbi Putllns Webs Tons Comp. Webs Tena. Comp. In lieu of structural panels or ril calling use authors A-V SN NO N-L 401 -1]9 to laterally breve chords es Mlhxs: CMV Gpedill or,) SMH(g) EMifl) Maximum Gable Forces Per Ply(lbs) TC 24 0.00 13.73 Gables Tens.Comp. Gables Trans. Comp. BC 75 0.00 15.75 Apply Wrllns to any choice dome or balm 0 ere A-W 5LR -621 G-0 21 -17 at 24'OC unless shavn clusters,above. V-B 131 -131 P-1 M -22 Loading C-U 1M -135 O-J 43 -1] 0-T 130 -246 K-N 158 -245 Gable and suppoda 8'max rake overhang.Top E-S 47 -53 L-M 264 -494 closet must net he cut or notched F-R w -25 NOTES: 1.mnWapna.4 cuss Nwnrq.rMWaCsr gmaa he meam mj,,d,n anh,armeadva lm. Pl+m am�m m.W r.wn. TH B3ues^pea.SsNo. 7e py i4s7 45 SisMnHPa�i yCosW�e.lSaEy eJa40RIpJe.GTesole.Fl NC4-i A 821 QW inJa.gFlWaiJhaaFrnlm;ranar k APEX TrueHouse FWeGJobnh PE or.56564 FE Na.7IM7 PE No Not" a 859]5 PIT 1 SEON:1]]]C I T26 I GABL STREIT RESIDENCE CUSTOM Ck, FROM: DRW: GE06 Wgl 175.OIb5 Page 1012 I ... 012(11] Fj I'H Idyl 1 859]5Ply1 SEAN:1777611261 GAEL STREIT RESIDENCE CUSTOM pry: 1 FROM: ORW: GENWp1:175.0Ics Pape 2012 1 _. 0IWI7 Maalmvn Sam Fomes Pe¢Ply III Gales Tev.Comp. A-AF 58 -125 HME9: /�'� 1.1..tr aacUo ¢uRWM ....YlSHIeW, PM'Nnainsom'iam ecmnpvryi�p Pielrvu OmAn9iMu0¢BG511 W, 1// ¢MW Oe uwEYl mllurtllm MN'.loro [Oael{Im Eui¢q i¢dtlletim. Tjj „..T. �M .aid.— � ,e.1..A .To ."I,Do,.CX9o.em IIIE�9�.., au¢m¢¢¢w zsrl-na5alloo Paxcwn.aIM a0z.J�¢x¢oa.me.a 3z2za.soeazi sz90 p M=.o0 NpLrvnY PE OersFB 1417 JayWneEMaM¢N APEX TrueHouse PE No.W938 PE Na.5B5i< PE No lM9 PEXo.BMPB a fi575 Ply.t SEON:17471 T12/GAEL STREIT RESIDENCE-CUSTOM tlly: 2 FROM: DRW'. GE07 Wgt'.47.6 Ids / ._ 0120117 Pelf-+�1 rax41- F E c 6 aaMl1 T m esxy^In �tn2 T b n Qe l paxµ- a 1 Is, 11 Loading Criteria 1p0 IN nal Crisis a Snow Criteria lag v,in rol DeNCSI Criteria ♦Maximum Reactions(to&),p'aPLF TDLL 2000. Wlnd Sid: ASCE i-10 Pg:NA Ct NA CAT:NA PP DenMio,in be I/tlefl t/U Loc R /U I Rw )Rh In IW TCDL: ].00 Speed: 130 mph Pi:NA Ce:NA VERTILL): 0.035 A 155 240 C 74 125 I47 1- 129 169.0 BCLL: 0.00 Enclosure'.Closed Lu:NA Cs:NA VERT(TL): 0.047 A 115 180 Wind rex9ona Eased on MW FRS BCUL 5.00 Risk Categor,'.II S.Danger NA HORE(l-0,182F - - L MInBgWidNRey= - Dares Ld 32.00 E%P:C HORZCrL):-0.622 F - Beanrg L is a al surface. NCBCLL:10.00 Mean might.18.81 d Coast 1 Mlac Criteria Creep Fader 1.5 Soffit 2.00 TCDL:4.2 psi BMg Godo: FBC 2014 RES Max TC CSI: 0.388 Maximum Top Choral Focus Par Ply(lbs) Load Duration:135 BCDL:3.0 psi TPI Std:2007 Max BC CSI: 0.447 Chords Tam.CaoD. Chads Tem. Comp. Spacing:240' MFRS Phil Dere Om h2 Rep probes Used:Yes Max Web CSI:0.439 A.B 45 -163 D-E 23 -19 CBC Dig a:3.000 FT83T:3010y1Old) Mg Sperified Camper, B-C TO -98 E-F 80 -28 GCpi:0.18 Plate Tyge(s): C-D 21 -21 Wind Duration:1.60 WAVE VIEW Ver 16.02011215.13 Lumbar Wind Maximum Bot Chi Forces Per Ply(Me) Value Sec 138(EBeNve 8/112013) Wind bads based an MWFRS In additional CBC CMNa Tene.Cwnp. Crerds Tem. Cane. Top cMN b4 SP p3 emserdesgu. L-K 19 -5 1-H W] -4B Bot dmN 2x45P 93 EM veNUls net excesal W no pressure. K-J 1' -38 H-G 82 -15 Weds 2x4SPA3 Left cantilever is exposed bread J-I 138 -43 Lumber value set'I3T uses design values appr0ved113012013by ALSG Additi0nal Notes Maxlmum Web Farces Per PlyQbsl empire Sae OWGS A14030ENC101014 B GBLIETIN10141or Webs Tens Comp. Fasten rated sM1eaNirg to one face althis lame. gable wind bumping and other recommends. The overall hgght W this lmss excluding warnng'a A-L M -141 Pltling Notes 6S]. Mand... able Forces Per PObal All planes am 3%4 except as mord. Gables Eles Ttens Comp. Gables T¢m. Comp. (')aplate(s)regain,appeal p-..ning.Re.,as B-K 121 -A E-H IN -76 s®bd pita pial dnger(a special Positioning C-J 147 -89 F-G 0 -39 requirements, D-1 0 -81 Plane positions consider a 0.50 inch truss perimeter edge annual Pumas In lieu 0l structural panels or rigid ceiling we pudlm. to Igerelly price UDrds as follows: CMN Spacingiin m) Stta l End(8) TO 24 0.00 6.21 BC 7 020 6.21 Apply Wnim to any chords above or mi fillem at 24•GC prima Mown ONerxiae Mona) NOTES: f I.11ve 4,aMrg i.\+ 4rwKplb oi.M�.aroaml mwyigrswesmfimGutimo.arsnn�th e ,w,minttNiodMureaJnl Uplans palrenaWel irneWseNnrycIrcan epvnexprx75p7 4745$ ,PUCwn.suiM4N.Jacnnue.FLJ. x.IIaM-nSyaaCrv.aVrylTy Wiauailu.NryR eaw,q.im,vJW e BCsllm. TrueHouse Ems: s n Exopas Si'lot PEN°... d APEX 65975 Ply.1 BEGIN:1]]911 T18/GAEL STREIT RESIDENCE-CUSTOM W.. 1 FROM: DRW: GE08 War 41.3 be I ... 0120117 �-1T4 J-2-2- 1-4- N9 F T D E B C p 9 In MI 1 '� m_1rv1K L G y/ K J I H T6'� r� Lwdlrlg Ctlleria Iran WMtl Criteria Snow QrIMrla loll PSF) DeWO51CXNtla •Maximum Reactions(lbs),oraPLF TOLL 20A0 Wintl Bid. ASCE7-10 Pg:NA Ot NA CAT:NA PPDefleWOn in Isel/tle0 Let Loc R IU /hew /Rh /RL /W TCDL: 7.00 Speud:130 mph INNA Cal VERT(LL): OM 999 240 L 83 /- I27 I- IN 15.5 BCU: O.cV Enrichment:Closed W:NA Ca:NA VERT(TLI: 0.080 E 999 180 G' 80 126 124 /. /. 184.5 BCDL: 500 Risk Gatel 11 S.Durspon:NA HOWJLLC-0.014 F - Wind taacllans based on MFRS Dd Ldt 32.00 EKP:C HORZ(TL):-0.019F - - L Min 6,Width Res,= 1.5 Ni:10.00 Mean Height:15.00 R Dade I MNO Cr rw Cheap Fade.1.5 L Min Bq Width Rad,= Shol 2.00 TCDL:4.2 par Bldg Code: FBC 2014 RES Mara TG C51: 0.219 Bearings L&LForm,=5&5pei. Load Duration:1.25 BOOL:3.0 ps1 TPI SM:21]0] Max BC CSI'. 0.166 Spedng:24.0MWFRS ParaIIN Dist:0 to W2 Rep Final Used VM Max Web CSI'.0.071 Maximum Top Ohortl Forces Per Ply(9n) O&O Dist 0:3.00 it FTIRT:30(0)(10(0) Mfg Spectral Camber'. CMrda Tere.Comp. CMrda Tans.Comp. GOpx 0.18 Plate Typenin A-B 9 -131 D-E ) -a Wind DuMl 1.60 WAVE VIEW Ver:1601010531.12 B-C 3 -90 E-F ] -12 Lumbar AMManal Nelaa C-D 6 -75 Value Set:13B(Efl iIm 8112013) See DWGS A14015ENC101014&GBLLETIN101410r Maximum Bol Chwd Forma Per IUe Tap Uwrd 2x4 SP gable wind tical and ober heuie ts. ly( ) BM chord 2x4 SP The overall Might of Nis truss excluding oeamargis Crete Tem.Comp. Chance Tens.Canp. Webs 2x4 SP Ml 2x6 SP a2: M-14. L-K T -15 I-H 1 -T Lumber...a.-131'meas design values K-J 4 -10 H-G 0 -5 approved lirn t3 by ALSO J-1 3 -9 Bra°lag Maximum Gable Forces Per Ply Ohs) Fasl¢n haled sheathing to one lax of this frame. Cables TeracCDmp. Gables Tens. Comp. Plating Notes A-L 17 -54 D-1 112 -M All plans are 31 axcepl as noted B-K M -108 E-H 138 -]9 Platepaitiens consider a OW inch truss penmeler C-J 61 -83 F-G `A -31 etl9e distance. Purllne In lieu of sW]ural panels or rgid wiling use purlins To laterally b2x Gwrds as ANSI Chard Specing(in mc) Small Earal TC 24 O00 TSO BE 90 000 7.50 Appat 20 OC unless sPlains to haflll menn otherwise all en Wind Wind load bash an MW FRS wird eardsional C&C emberdesign. Right end andiwl not exposed te ward!pressure. NOTES: flultv¢it— ]¢..Madan ex.r eparch PttlMionel lr¢Wc4ons er�vmrerryng N6imas decoy,irgWe 9C51t-03. hook be use4 Y1 mlklrcAm HIII IhaertfNeWel dais Luring iWallalion. Tg 3Are,TecMMc9y i¢ae[INw¢wmewmca by Jai Aper Technical Inc FlaNeCaW2lon. HmE.Ena— vne¢¢Nn.]SC]-.i45S,lax PxrF Ceun Suhe.M.JxFwnr9l.FL 32]2.-AA A2TAra //�� pp MiTazIGNodwaki JMrey sescs PE No. 1457 Jacquelineromm .M APEX ruG DUJG PE No.WN9 PE N.SBL] PE No.]145] PEN,�f99 M975PIy1 SEDN:179771 T31/HIP_ STREIT RESIDENCE-CUSTOM Cry FROM: DRI: H 07 Wg1:51.B lbs I ... 01QI17 5'0"6 9'9'5 5'0"6 4.6"14 , 2.12 12 D 713'0 fi -3X4C s3X4G tf T " 1 I hia12 H�qG =3X4E. p ��VVVVV YI3X4 W975 Ply1SECN:1]916 I Too I HIP_ STREIT RESIDENCE-CUSTOM of,1 FROM: ORW: MJII)A WRC 49.O lbs I ... OIM17 5'0"15 9'9'5 4'8'6 - 2.12 12 D T 13'0'6 i a3X4D �TY� 1113X48 Tyy XA W4 T a yYyG F m 1 =3xa 10-2 1 J -1 n3xa sX58 113X4 %4 359 1' 4'82 0"12 Leading CdMda apin Wind CrMda Snow Crilermp Pf in P5F) DAICSI Criteria ♦tteLmum Readbre(%a) TCtL: 20.W Wind SIQ ASCE]-10 Pg:NA CI'.NA CAT:W PP Dpinomm in los 1/defl 1/6 Lac R /U IR. /Fa /RL IW TCDU 7.00 Speed 130 mph PTNA Ce'.NA VERT(LL): 0119F 98) 240 J 214 1126 I- I- l- I7.0 BCLL ow Enclosure:Gasp] Lu:NA Ce:NA VERT(TL): 0.232 F 504 180 E 280 /80 I- I- l- 11.5 BODL: 5.W Risk Category:11 Snow Coal NA HORZ(LL):0.098 E - - D 99 /30 I- I- l- 11.5 Des Ld 3200 UP:C HORZ(TL):0.191 E - - Wind reactions based on MFRS NCBCU:low Mean Haight 15.00 fl Code(Mlac CXbla Creep Factor.1.5 J Min Ery Width Rem;= 15 SAL 2J00 TCDL 4.2 fif Bluffton FBC2014RES Man TCCSI: 0]08 E MIn BMWidlb Rea= - Land Duration:1.25 BCDb 3.0 Mf TPI SM: 2C07 Max BC CSI: 0 552 D Min By WidN Rep S,d,:N0' MFRSParellel Ds,0 to N2 Rep Factors Lead Yea Mar Web CSI:00)4 Bas,J Fapmp=565,. UCD&a:3.0011 FTIRT:30(Oyl 0(0) Mfg Spechad Camber: MWmum Top CM1ON Farces Per Ply(Ibs) GCp1:0.18 PIMA TWNS): WiM Duretipn:1.60 WAVE VIEW Ver 1601010531.12 CMNS Tod.Comp, CMOs Tans.Can, Lumber Person 162 -106 C-D t] -& Value SIT 13B(Effectwe 6118013) In lieu dstrucN2l panels a rigid ailing use pudms B-C 3TJ -an Tcpcbsymb 6Pp2 to lateral bate Mows asfrdeave general Bol Closed Ferus Par PH(Iba) BN spend! SP g2 Closed Specing(in ac) Sisson) EM(11) Webs 2x4 SP 43A3 2x4 SP IC: TC 24 000 9.]) CMN. Tem.Cons, CMN. Tens.Comm. :We 20 SP M30: BC 42 000 350 BC 17 3.56 4.93 J-I 10 -fi G-E 478 -1T Lumber value set-138'uses design values BC 56 4.93 9.57 H-F INS -317 approved 1I3W2013 by PLSC Apply burin to any Grohs above or olow fillers Special lDeda at 24'OC made drown dbem8e above. Maximum Web Forestry,Per Ply(l --(Wmber OucFac=135/Plate OucFec=135) Webs Tens Comp. Webs Tem. Comp. TC-From 2pff at 0.00 to 2pi at 9.)) A-J 135 -198 F-G fib 0 BC-From 2p0 a1 D.00 an 2pffat 319 A-1 416 -14 F-C 112 a SC-From 2pit at 3.79 to 2pi at 419 1-H 44 -89 C-E 1N -52) BC-From 2pit at 4.99 to 2pi at STT B-H 69 -iN TC- d011bCOM.Lpada11.48 TC- 18416 Col Load at 4.29 TC- 23616 Cole.Load at 7.12 BC- 30 to Cons.Laed at IAS BC- 1501E Com.Load at 7.12 Plating Notes Plans bo i0omt consider a 0.50 Inch trove Indenter edge distance. Wind Wind loads and metal bend M MW FRS. Additional Nobs The overall resonant the buss excluding wemang'Ia 3-2-12. NOTES: /f'` 1 ]na maNq m ralaulAtlrnlalmelwlnonowan. Pwdilet l,loarems avanpervry'p Welnwemiry.iMula EC511A3, s1wWe EewMnm,Mrclm nYN lM aMkeq�al plans MiinB lnslellalbn. TH 3.µe.TMndy �y lr afihws nam,wmed by Jim Is,Flgtla CepaMm. For.Elg'vlmr Brne N Ty] .4745 S.1a Gwn 5ubr 403.Jacluonville FL Xtuyl 904.etl.swe APEX Qe `="IIGXorlvxsd JENo PFmem 0.nYB1"" JarpMlm EXw.YM TrueHouse PE Na.6b6]9 PE No.595N PE No.]1<5] PEW Pd99 65975 Ply.t SEO15f/T14I N79HIP_ STREIT RESIDENCE-CUSTOM 0ry:2 FROM: DRW: HJO7T Wgt SB a Iba I ... 0IM17 2.12 12 F 3X4E 13'0"8 1113X4(" -4% T �3X4� W e 3X48 I H T A -4X4 m 1'1'2 T �n "Qld���4 1113X4 SXS� 1 I 1113X4(R) 101 2 1 1 1113X4 =3X4 2'S' 2'B"8 3'1014 1' 119"15 6'7"6 776 9'S"5 1 A 5 "a'CrXerla Imo M-d Cliffs Snow CMeres(pool unit NfMC31 CMarla •Mu mum Reaction Qbe) TCLL: 20.00 Wintl SM: ASCE]-10 Pg:NA Ct NA CAT:N PP Defection in Ipo Udell Ilk Loc R /U I Rw last I RL 1W TCDL: 7.00 Speed In mph PF NA Ce:NA VERT(LL): 0.1%J 596 240 N 263 /168 /- I- /- /]A BCLL: BOB Enclosure:Closed Lu:NA Cs:NA VERTITLI: 0.379 J 309 IN G 337 /1M /- /- /- /1.5 BCDL 5.00 RAI,Camel 11 Show Ourai NA H0R2(LL):0.165 G - - F 48 /48 /27 /- /- /1.5 Des W: 32.00 EXP:C HORZITLF 0.319G - - Wino reacdom basetl on MWFRS NCBCLL:10.00 Mean Height 1600 B Coda/MIsccifi la Creep Factco 1.5 N Min BM Width Req= 1.5 SDRC: 2.03 TCDL:4.2[af Bldg Case:FBC2014 RES Max TCCSI: 0.381 G WaBrgWiJNRb{= - Lmd Chad. 1.25 BCDL:3.0 Of TPI Std 200] Max BC CSI: BUT F Min 8,Width Req= - Spaci,..24.0" MFRS Pimi Dict:0 t0 N2 Rep Fatten Used Yea Maxwell:0.870 Bean,N FcperP=5651 C&C Dist a:3.00 If Fri 30(OY10(0) Mfg Speeffetl Camber: G6p1:0.10 Plate Ti Maximum Top CM1a4 Forces per ply(Ips) Wind Duration:1.60 WAVE 17V.Vec 16.01.01.0531.12 Chars Tena.Comp. Chars Tena.Comp. Lumbar Purlins A-B 12 -6 D-E 461 -100) Value Set,13B(Effective slants) In lieu Or structural panels or Mid ceiling use parins B-C 159 -49 E-F 5 -9 Top choN 2x4 Ste M-30 Iolatimelybrem MoNsasfollws- C-D 162 -390 Bet chor 2x4 SP k2 Chanel Sunni se) Slaii Enal Webs 2x4 SP p3W3.W5 ad SP k2: TO 24 -242 977 Maximum BW Chord Forces Per Ply(lbs) :W62e4SPMY30: BC 29 am 2.42 Chords Tere Comp. Chars Tens,Camp. BC 45 2.57 6.32 Lumber value set'1313'uses design will BC 17 6.41 7.76 N-M 0 -4 J-H 1007 -465 appcvv Jl/302013WALSC BC 23 776 965 L-K 623 -376 I-G 379 -1T5 Apply pu me 0 any charts above or below fillers Special Leatls M 24'OC unless shown alberviix above. Maximum Web Forces Per Ply(es) TC Lunsper D1 Fresh 0 Of at -242 to 54 of at ur 120.00 Additional Nates Webs Tena.CDmO- Web Tena.Camp. TC-From 2pi at Boom 2pit an 9.]] The overall height of this suss excluding ovedla,is B-N 1% -23] K-J 139 -62 BC-From Dpit at -2.42 to 4pit a1 BW ;2-12. B-M 209 -165 D-J 81 -M BC-From 2pk at 0.00 to 2o at 2.71 M-L M -fit H-1 16 -20 BC-From 2pit at 2.71 to 2o at 662 L-C 112 -142 H-E 106 -Q BO-From 20at 6.62 to 2O at 7.62 BC-From 20M 7.62 to 2o at 9]] C-K 211 -31] E-G 236 -510 TC- dO to Cars.Lead at 1.46 TC- 121 to Cors.Lead at 4.29 TC. 2781b Cors.toatl at 7.12 BC- 30e Cour.Land al l A6 BC- 37 a Co..Load al 4.29 Plating Nates (")1 peels)require speciN posiflam,.Refer l0 steed plate plot all for spvAm positioning requirements. Plate Metal consider a 0.50 inch turas peammer edge distance. stand Wind loads and reactions Lased on MFRS. NOTES: /r� 1.saw, drofnne is ml sMitlent almearmselsm mnthe . Nminonxllnsl,uttian:xmmpmryrq Ois wss arawrg.ilaubecsl ws. 1// : uleseused m9th J.afth e wolserwral evi duris.roulalion. TV 2.sx TMMWul yIS a flpNo.s me wme]hJa.Also TeNmnc.Io9Y IFp9Corrosion,f C> eiin, Formon,on R fesnsesNo.]51T-<745 shoot Park Couil,5une 402 Ja5lux's ,R 3YN ass.RI5A0 pp MiNa&GKaGweN Jaffrey PAmescn parek,71Q7 JaAueli apsys aha APEX TrueHouse PE fb.fire29 PE No,sal PE No, PE No M499 &5a1sPIr1 sEON:n821/T3s/JAcn STREIT RESIDENCE-CUSTOM OIy:8 FROM: ORW: J01 W9L TO lbs I ... 01rzM 7 3 p C 1113X48 11'6"10 TA T _ HB 8"8 00 SO 36E D n 410'1"2 X 1' Loading Crilerla(ism WM CMeNa SnwJ CrtlxM IPy.PI In PSFI DeP CtlMNa ♦Walmum Reactions(to$) TCLL 2080 W:M1 SM: ASCE 7-10 Pg:NA CC NA CAT:NA PP Diateraim In Ia Died LK LOC R I U PRO, I RM1 /RL 1W TCDL: 2.0) Spell: 130 mph PL NA Ce'.NA VERT(LL): O.OW B 999 240 E 218 1143 1124 I- I- /5.5 BCM 0.00 Enclosure:Closed Lu:NA Os:NA VERT(TL): 0.001 B 999 ill D 15 I- 15 I- I- 11.5 BCDL: 5.W Nor Category:Il Stow Duration:NA HORZ(U.):AMB - - C -58 150 183 I- 128 /1.5 Des Ld 3ZW EXP:C HORZ(TL):0.000 B - - Wind rewrone bash on MFRS NCBCLL:10.00 Mean Height:15.00 fl Coca l Mlsc Crderla Creep Factor.1.5 E Min Bq Width Rte= 1.5 Bill 2.0() TCDL:4.2 Pat Bldg Cede: FBC 2014 RES Mae TC CSI: 0.582 D Min BP,WidthReq= - W.DgnM u2t :1.25 BC .:3.0 Pat TPI SM:2W7 Max BC CSI: 11.013 C Min SMWidMRep= - Sell24.0MFRS Parallel Dom 0 to I2 Rep Factors Used Yes Max Web CSI:0.143 Beading E FCporp=585pai. CSC DIM a:3.004 FTIRT'.30(0Y10(0) Mg Spedfied Camber. Mashburn Top Chord Forces Per Py(Ibs) GCp1:0.18 Plate Type(s): Champs Ta�a.COmp. Chords Tena.Canp. Wind Dural 1.60 WAVE VIEW V.,18.01.01.0531.12 Lumbar A-B 24 0 B-C 122 -21 Value Set:13B Effective WTQ013) Mashburn Bot Chord Forces Per Py(TOP) Top trend 2,04 SP g3 Glenda Tena.Camp. BM Gwrd 204 SP p3 Webs 2"SPn E-D 0 0 Lumber value set'13W uses design values approved IMIN13 by AI-SC MaMmum Web Fomes Per Py(Ibs) Platin,Note. Webs Tam Cont Plate positions crosder a 0.50 ince truss perimeter B-E 481 -N3 edge distance. Portes In lieu NaVuctua l panels oc ngid telling use punas to Ideal brow crmnds as foinve: clvtl Spacmg(lnoc) Sell Eirl TC 24 -1.71 1.0) Sc 12 O.W 100 Apply purlins ro any chonds above or beloe0llems at 24'oC unless abown Mbelvnae leave. Wind WPM loads eased on MW FRS vend additional CaC memberdesign. AddMoaal Notes The overall M1eght OIMis truss enduring wetiffierg I5 1-M. NOTES: �r` INw dwmq is ml-runt dmetaiMalle4m. RMIdur, n..na`�mpvnPmq Mielrvv tlm4rgiMWeeC511L3, \\r la sou m-,gnnbn.mnln.nmxe�we.Pl.n e�dre wnalewn. Tg 2 .TxAMopy ia.H tide nems uxneE Ey J®Pte.Tafirooay I. Rods Wp2tiun Fluntle Enylnce, eu9ress No.i50)-4745 5 W Xm PVF Cwn.Guss d02.Jevo-1le.FL 32220- 821 52W a. e p PE R.' OYavrsFi JNI On.1. CereX B Murray J.cpuel, E NManE APEX TrueHouse PE No.8W39 PE No.YSM PE No.71457PE Ib e0099 1 . ' M05 Plya SEDN:,)979IT341JACK STREIT RESIDENCE-CUSTOM Oy:2 FRfMA: DRW: J03 W9b 12.6lbs / ... 0120117 12 3 p C T ,2'D',D 1114 Tad SO H82'8'8 Ito TT { � 10'1'2 '--t���1fYY't 1,8,8 3 3' Lording Cri but) Wind criteria Srww Crlhrla(Pa.PI o MFI DewcslCdbHa ♦Maxlmlm R...lone(lba) TCLL 20.00 Wind Sid: ASCE 7-10 Pg:NA C1:NA CAT:NA PP extraction in Ioc Udee UP Loc R 1U I Rw I Rb /RL IW TCDL: 7.00 Speed:130 mph PF.NA Ce:NA VERT(LL): 0.0008 999 NO E 225 1120 1116 /- l- 15.5 31 0.00 Enclosure Closetl Lu:NA Cs:NA VERTQL): 0.001 B 999 180 D 45 I- 115 I- l- /1.5 BCDL: 5.00 Risk Category:11 S.Duration:NA HORZ(LL):-0.0008 - - C 53 124 120 1- 143 11.5 Dei LLL 32.00 E%P:C HORZ(TL):-0.000B - - Wind mepions based on MWFRS NCBCW 10.00 Mean Height:15.00 fl Basle Min Crlterla Creep Factar.1.5 E Min Big Width Req= 1.5 SOML 200 TCM 4.2 psi Bldg Code: FBCW14RES Max TCCSI: 0,363 D Min B,Widm Req= - LoadDuratlon:1.25 SCM:3.0 poi TPISId 20107 M.BOCSI: 0.139 C MmBrgWiJlhReq= - MWFRSParallelDIN:0m112 R¢ Fact.Used yes Max Web CSI:0.076 Bearing E Fcper,=565psi. Spacing 24.0' P CBC Dun a:3.008 PTIRT:30(Oy1g0) Mfg SpedfieO Camber. Maximum Top Chord Forces Clau Par Ply Ters.C GCpi:0.10 Philip WAVTypo(%): ChoNs Tene.C[mp. Claude Tens.Comp. Wind Dum6m:1.fi0 WAVE VIEW Ver 18.01.01.0531.13 A-B 24 0 B-C T1 -T7 Lumber Value Set:In(ER¢give WIM13) Maximum Bot Chord Fomes Per Ply Ilia) TopctloN2x45Pd3 ChONB Ture.COmp. But NON 2x4 SP M3 Webs Zvi SP 43 E-D 0 0 Wmbx valor ext'I3B'uses design values approved 143012013 by ALEC Mvlmum Web Farces Par Pty(lb.) Pm11ng NWee WeW Tens.ComP. Plate positions consider a 0.50 inch truss perimeter B-E 2rd -210 edge distance. Purlins In lieu of sWCNml panels or rgid being use Wrlins to laleml'ry brace chDNs as fallows: Cndrtl Spacinggo.) Sent) Entlle) TC 24 -1.71 3.00 Be 36 OGO 3.00 Apply Wtlins to any cheats above M below fillers at 21 OC unless shorn mhelwl.above. Wind Wind loade based on MWFRS will additional CSC emh¢rdesign. Additional Not. The overill height of this truss excluding overhang'a 230. NOTES: '` t.The amnnpa nor culfim.1.1 ow-adan IWeiminnex ral .tvie smNerTne ativi s1 a ifiaWe Bcsl l TH) .m. .mora e.,eee inom•,rao..wn ue exhava l wam a�d�aimlaur. 2,Plav Tomovon ie a fiNtiwe tame wre]by Ja Mex Terri I- Rome Cdpool- 1 ee EMNre1 BuaimasW 7547-47455utlmPart,CwR5w4f 2.J,xxi naib,R1i PR.1.5aud APEX Mi]1aIG l(aaaweW Jaha,PAvam ussix O Matey Pvywline E PoMam TrueHouse PF M.G=' PEW.58544 FE I.N.71467 112 v.a.. W975 Ply.i SEOM 1]9441 T]S/JACN STREIT RESIDENCE-CUSTOM Oly;2 FROM: pRW: Jl13rl WgC id.g,as 12 3 p C :V' 170'10 T3X4A(V ' m c0 I� V 1 1410'1"2 E 1113X4 1113X4 D 2'B -'2"8': L."AW Crlit 1pN Wlntl Crltsrea Snow CrMrla(Feet in no Didit Create ♦Me."..Reeclbns(the) TOLL 20.00 Wlnd Std'. ASCE740 Pg:NA Ci:NA CAT:NA PP Deduction in roc Ddd, IM Loc R IU /New IRb IRL IW TCDL: 7.00 Speed:130 mph %:NA Co NA VERT(LLN 0.0050 999 240 E 99 /16 /37 /- /29 /5.5 BCU, 0.00 Enclosure:Closed Lu:NA C. NA VERT(Ty: 0.010D 999180 C 92 /48 134 /- I- /1.5 BODL: 5.00 Risk Claude,11 S.Dural NA HORZgUL:-0.U5B - - Wind rea[uoae(show on havon Das Ltl: 32.00 EXP:C HORZ(TL):-0.034 B - - E Min Bry Width Req= 1.5 all 10.00 Mean Hall 15D0 Codal Mlsc Omeda Creep Fadoc 1.5 C Min an,Wltlm Req= - SofM: 2.00 TCDL:4.2 pef Bltlg Code: FIC W14 RES Mex TC CSI: 0231 Badn9 E popery=565pse. Load Oumi 1.25 BODL:BU gaf TPI Std:2007 Max BCC51: O.W] Sparing;24.0MFRS Parallel Dist:0 W 812 Rep Focers Used:Yes Max Web CSI:O.WT Maximum Top Chord Fomes Per Py give) CBC Dist is 3,008 FT/RT:30(0y10(OI Mfg SpacDM Camber. CImMs Tens.CDmp. Chords Tens. Camp, GCpi:0.18 Pleb TWe(s): A-B 8 -25 B-C 22 -29 Wiled DurMbn:160 WAVE VIEW Ver:16.01.01.031.12 Lumber Maximum But Chord Forces Per Ply lips) Value Sec 13B lElfxo a Wla013) Chmds Tems.Comp. Top chod!2x4 SP p3 E-D 4 -21 SO cbwd 2x4 SP 93 Webs 2.4 SP p3 Maximum Web Fortes Per Ply di Lummed1ber u0120138'uses design values Webs To,C.mp. Webs Tem. Come. aplxwed 1/3N2013 LygLSC Pound NMas A-E 76 -84 B 38 -] Plate poxisons consitlera 0,50?no Wss perimeter edge disence. Partial, In feu of structural panels or rgitl ceiling use pairs 10laterally brace Nxi as follan: CIroN Spool oc) Slield) EM(9) TC 24 (LD) 3.00 Bc W 0.00 2,50 at24'oc unless sheen oepar above,aboved.harass tillers Wind Wind Iotas based on MFRS sin aml9mwl caC emberaesign. Additional Notes The overall height of Mis Imes excluding overhang is 230. NOTES: r 1.T!¢rleeig anM¢ur[enl elwe Mrin¢lall[Em.PJ]ilrvul n¢Ira[fm¢wavnpary^pIN¢Inu¢arexiry.lmlu4 BC511-03. =T sL.a a niansi 1.111.r.1 in.amhXom[I psome ial¢ ....I n. �/4 Tu' 2Max..,yi¢afmliii....—ad 1,1. 1­l ,x d.Cm,,xxn. [n C,_ 1\ `l Bwn¢ss NG 7] 7�47455IW PakCwn.Suite 4M,J.G¢....11.,FL 32224-SmA214W nueHouse E'a GK—. rmytiA. suao];u]y PEii...l Ma,d APEX 85975 Ply.t SEON:1]513/T44IJACK STREIT RESIDENCE-CUSTOM Oy:3 FROM'. DRW: JD3T W9C 18.8I,a I V 3 � D T 1113X412'0'YO 1113X48 T m T A 1 e 11'1"2 N E 10'1"2 X4 114X 1'11' 10"8 18'8 1'11"88 3' Leading Creams 1pol WNECr "a 8—Critters(Ed.iN In RRE) Mill Criteria •Maxfdione mum Rea (be) TGLL: 20.00 Wind Set ASCE]-10 Pg:NA CI:NA CAT:N PP Dispel in Ioc l/Mfl LM LCc R /U I Rw IRM I RL IW TCDL: 7.00 Speed 130mph PF.NA Ce:NA VERTILL): 0.004 F 999 240 H 225 /92 )110 I- /43 155 SCLL: 0O Enclosure:Closed Lu:NA Co NA VERT(TL): 0.009 F 999 180 E 18 I] lT 1- 1- /1.5 SCOL'. 5.00 Real Carbal Il Sow Duration:NA HORZ(LL):419298 - - 0 61 l32 /27 I- 1- 11.5 Dae W: 33.00 EMC HORZ(TL)A.038B - Wind reactlao based on MWFR9 NCBCLL:10.00 Mean HegM:15MIt Coate l all Criteria C¢rp Facul 1.5 H MIn By Width Req= 1.5 BOMI: 2.00 TCM 4.2 ref Bldg Cade: FBC 2014RES Mar TG C31: 0.334 E W Brg Widde Raq= - Sod"Durefion:135 BOOL 3.0 pal TPI Sib: 2000 Max BC C51: 0.0]4 D Min Brg W IdO Req= - I-madSpaarg:24.0' sell Pull Did:0 to N2 Rap Ford.Used:You Max W eb CSI:0.153 Bearing Hpopery=585pai. CBC DIs1 a:300ff FT1RT:30(0V1010) Mig Specified Camber, Maximum Top Chad!Forces Per Ply(lbs) GCpf:0.18 Plate Typists): Coddle Teo.Comp. Chords Tens. Camp. Wind Done.,1.60 WAVE VI EW W, d,.01.01.0531.12 A-B 24 0 C-D 15 -22 Lumber B-C 19 -28 Value Sel'.13B(Effective(VL2013) Tap chord 2xil W g3 Maxlmun Beat Chard Farces Per Ply(lbs) Bod Uwrd 245P p3 Citable Tem.Camp. Cbwds Tena.Com, Webs 2N SP iq Lumber value set'1313'uses design values H-F 3 -31 G-E 0 0 approved 113020131, ALSO Plating Nobs =urn T= eomoprcas Per Ply bs(b Tens. Comp. Plate postural mnsVJer a 0.50 inch ones penmder edge distanw- B-H 2Zi -213 G-F 29 -15 G-C 41 0 Real- In lieu dstructural PaVs or rigid being use burns to Iderelly 62ce chards as mlloval Churl Spadng(,nac) Sbrit) End(ft) TC 24 -1]1 3.0) Bc 24 0.00 198 BC 13 1.96 3.00 Apply I sfins In any chords above Cr bell Tillers at 24'OC unless ahonn ornmer s above. Wind Wind bads based an MWFRS with socia nal C8C emberdeslgn. AddNmui None The overall befgb of Mis truss excluding averharg is 2-3-0. NOTES: ) 1.1Ns dr-bi—ib bot—t am,lmrlm 'vvvbdan Aneslivess"—brourna mu-11 savors,.irtlW.B N tit. 5lqule e.usM'a anyn Xn blit N.ertfnttNal plana arsq irelellelim. TV3.M.T"broopbe fidNw,rem.o ,Wle,1.Tps.T..rar Inc.Nun.CUMallon. NMm FrIvio, iI 9uvreav Ne.I.,-.]455utl.n pal Cru,.Ua .pI..--1l1..FL..-..1l 11. APEX e WW.sY+ Jmrev Pnm..m omxaLmv JWNo aYi.ERnMeM Tru eHo use br"i'vPE Na rums Fe Na casae PL Na,],.a, PF Na eaba W975 PIy.1 SEON:1]]01IT41I JACK STREIT RESIDENGECUSTOM Ory: 1 FROM: ORW: J03TA Wgb lSA lbs I _. 0120/17 3 12 c 1113X48 T /}� 12VIO III 3X4A �f'f Ti p „',"2 V r0 D 1113X4 1113X4 � 1'11"8 1'0"8 44 8 2'1' Loaning critMM man Wlaa criteria Sam Criteria lPa,Min psel DaRCS1 criMKa .Me.Imum Rnatlone(III 20.0) Wimi ASCE]-10 PB:NA OIi NA CAT: PP De1lt,A.'m 1.1/Uail LNLoc R IU IRw IRh /RL IW TCDL: 7.00 Speed:130 mph P..NA Ca:NA VERT(LLk 0.009 E 999 240 G 97 116 138 I- 126 11.5 BCLL: 0.00 Enclosure:Closed Ill NA Cs:NA VERT(TL): 0.017 E 999 180 D 20 /6 /S /- 1- 11.5 BCOL 5.00 Risk Gregory.11 Srow Durallm:NA HORZ(LL)i .,W08 - - C 84 139 /00 /- 11.5 D. 2{TLI:L.02]Lo: 32.00 111 C HORB - W'md macYOm based an MFRS NCBCLL:10.00) Mean Kiight:15,00 fl Coria l Maw Criteria Creep Fada[1.5 Sol 2.00 TCDL:41 Fif Bldg Code: FBC 2014 RES Man TC CSI: 0.238 Maximum Top Chord Fomes Per Pty(lbs) LOed Dust. 1.25 BCDL:3.0Icef TPI Sod:2007 Man BOCSI: 0.053 Chords Ten.Comp. Chards Tans.Comp. Spadrg:240- MFRS Parallel Oist U 0 W2 Rep Facbrs Used Yes Max Web CSI:0.067 A.B 0 -Z! B-C 20 -25 C&C Dist a:3.00K FTIRT:31 Mfg Spepfied Camber: GCP:0.16 Plate Trims): Malmam BM Chord Forbes Per Phi Wind Durutm:l.W WAVE VIEW Ver 18.01.01.0531.12Chomps Tens.ComP. Chums Tena.Damp. Value Set: (Epeain&112013) G-E ] -30 F-D 0 0 Top chow 2x4d oSP p3Bot Maximum Web ForaPer Ph,pan) Webs s2.4 SP p3 2M 2x4 BP p3 Webs Tans.CmnP.n Webs Tens.Comp. We Lumbervalue set-1313-uses resign values A-G 73 -85 F-E 28 -6 a pproved113IX20136y ALSC F-S 39 0 Parking Nmea Plate Itosidons considers 0.50 uncb Wss Former edge disunce. Purlins In lieu of structural panels or ngq caro,use Wdlns to Iateralty brace rhmdl as follows: Criminal Sphim in ac) Stal l Endi TC 24 0.00 3.00 Be n 0.00 1.98 Be 13 1.96 3 W Apply purlins to any chords above or below fillers .124-OC unless shown ou.—ea above. Wind WiM loads basad on MW FRS wim additional C8C emeerdesign. Additional Notes The overall height of this truss excluding ovedlarg is 23L. NOTES: r 1.This JrsmnglanM wMtieM YmeblyullaEm. AtlJiisons. cadet-mmser,mo extracrav ,i.W..111. s.Mvaut [wNnonnnal YvshourNina Plamautrq Imrallatim. TH 2Ape.hornna e. .mr.�n or 1a.Apa.T.m.kW,x.Fork.Coover. lan.Chii— Frinnan No.]SO-p455umin Pa.Gawr,Suite 402,JaaXnanve,R 3RM-.ill4W Mi. GXazbmN JMrey PMq¢m ENo,Murry JIFEN.. ERManE APEX rueHouse 1E.M818 pE X¢S9y4 PE Nov 71457 EHo.M499 65975 PIy.1 SEON:178231 T331 ACK STREIT RESIDENCE-CUSTOM Oly.4 FROM: ORW: J05 WgE 18.21hs I ... 0120/17 3 12 C T12'6"10 I no 91 T N N HB 4'8"8 1 1 ,0•,•2 D 1'B"8 jS 5' Loading Cm.Na bog Wind CrlNlra Bnax Croeria(Po.elIn PSF) Dvi Come ♦Madinum Ructions pep TOLL Mw WinE BM: ASCE7-10 Pg:NA CC NA CAT:NA PP Delktllan In loo Wall Utf Loc R 1U I Rw /M I RL IW TCDL: 7.00 Speed: 130 mph Pit.NA Ce:NA VERT(LL): 0.000 B 999 240 E 278 1128 1134 I- I- 155 BCU- 000 ElldoSum:Closed Lu:NA Ca NA VERTQL): 0001 B 999 IN D 75 I- /25 I- I- 11.5 BCDL: 5.00 Rlsa Caldi 11 Shand,Damtion:NA HORZ(LL): 0.000 8 - - C 119 152 137 1- 150 115 Das Ld 32.00 ERP:C HORZ(iL):-0SMB - - Wind reactions Eased an MFRS NCBCLL:10.00 Mean Heigh:15000 Cads l mi.CMsrb Creep Faced 1.5 E Mn Br,Widt1hReq= 1.5 Soft 200 TCOL:41 per Bldg Code: FBC N14 RES Max TC CSI: (LMI D Min Br,W 100 Rep= - LaM Duration 125 BCDL 30 p.f TPI SM:M07 Mae BC CSI: 0.392 C Mln Br,W imp RsM= B 24.0- MFRS Parallel Diw:00 h2 Ron Factors Used:Yea Mex Wen CSI:0082 Beading E Fcperp=585psi, �n� CBC Dist a:300it FTIRT:3101 Mfg SpetllMd CamEec 6Cpi:018 Plate TWe(a): Maxlmwn Top Chord Forces Per Ply(lbs) Wind Duration 260 WAVE VI EW Vac 16.01.01.0531.12 Choice Tens.Comp. Chords Tens.Comp. Lumex A-B A 0 0-C 01 -37 Value Set,13B(Effective 61112013) Maxmum Bol Chord Forces Par Ply(the) Top chom 2114 SP 0 Choms Tend,Comp. Bot dram 914 SP K3 Wens 20 SP p3 E-0 0 0 Lumber value.1.13W use.design values apprvxd 1/302013 W ALSO Maximum Web Fwwa Per Ply(Inp Plating Nmea Webs Terni Plate positions consider a 0.50 inch suss pedmeler B-E 275 -253 edge distance. Purilns In lieu of at ucW2l lrerels or rigid ceiling use purlins or laterally blade chwly as blows: Chord Spandriloc) SM R) EM(fl) TC 24 -1.71 500 BC fig 000 5.00 Apply hands Many chortle shwa or below fillers at 24'OC unless shvxn otherness,above, Wind Wind IoMe based on MW FRS with Mtlilronal CdC emberisesign. AddHbnal Notes Thea erell height of this truss excluding overhang is 2-9,0 NOTES: 1T he niww"B 111 wn�oenl Mmnctwin alanabpalYYAm.Mtlihmal inslruclians acmmparryiip lois buss traaly.lr'tlu}BL511-03, ..d adonrnjuion Ne architectural pans Eune.ndalltow a�\ Tg px TMMepy ealiNaous Mama dar.by-ax MIIiiNrWcgy lrc.FlpN.Warrach I.I.Ergnwr ^ - BmneasNu.7547�47453.,Pah Cour,Saha 4102,JackwnWle FL RR1-Wf.B314W MiTmIGI(mbnsFi JM NoPAmeson PE . Wmy JPi N.,.,,a eM APEX TrueHouse aexoma3. oENa6.�. PEN.,,.57 FENnaa4W 65975 PIy.1 SEGN:17950/T45/JACK STREIT RESIOENCEuCUSTOM Cry 3 FROM: OftW: JOST Wgt 23.8lbs I ... 011 12 E T3 3X4C T 12.6'10 1113X4 C T 1113X4B HB 6' ad w STA i � 3X4 1113X4 F T 1 10'1'2 G 1113X4 11105 �--1'6"8 j 1'11'8 2'6"8 6"1 1'11'6 4'6" Leading Crlterk Wa6 Wine CrlMM Snow Crikrla(P9.P1 In PSE) De=SJCr0erk A Maximum Reactlons(lbs) TCLL: 20.00 WInJ SM: ASCE 7-10 Pg:NA Ct NA CAT:N PP OMlegion in ac t/Oall LM Los R /U I Rw I Rh I RL IW TCDL: 7.00 Speed 130 mph %:NA Ca:NA VERII 0.045 G 999 240 1 278 1101 /130 1- 159 15.5 BCLL: ow Enclosure:Closed Lu:NA CCNA VERT 0.083 IS 721 180 E 139 160 156 /- /- 11.5 BCDL 5w Risk Cartel 11 Snores Duration:NA HORZ(LL):-0.O56C - - WiM marriage bamO on MVI Des W: 32.00 P:EXC HOR2(R):-0.077 C - - I Min BidWidth Req= 1.5 Ni 10.00 Mean HB19M:15.00 It Cada l Mkc CdtwW Creep Fatl .l.5 E Min Bq Width Req= Sopd: 200 TCOL:4.2 pef BMg Code: FBC M14 RES MaI1TCG51: 0.525 Baena l FCpery=565mi. Loatl Dummies,135 BCDL 3.0 par TPI SM: 2007 M a BC CBI: 0.129 Spaung:240MFRS Pall Dist:0 to N2 Rep FacWs Used Yee Mae Web C51:0.199 Maalmum Top Cl d Farces Per Py)Ibs) CSC Dist a:3.000 FTART:30(0Y1 0(0) Mfg SpeciOed Camber CMN. Tens.Comp. C.M. Term. Comp. GCPI:0.16 Ptak Tyye(a): A-B 24 0 C-D it -37 Wind Ddralica:1.60 WAVE VIEW Ver.16,01.01.01.12 B-C 18 -53 0-E 34 -38 Lumber Value Sen 130(E9eGive 0/11[013) Maximum Bal ahem Forces Per Py(fire) Tcp cMN 2M SP 93 Chance Tem.Comp. Chards Tom. Comp. Bol chord 2x4 SP 03 I-H 15 -53 G-F 24 -43 Wens pad SP p3 Lumber value act-138'uses design Values Marknum Web Forces Per Py Qbs) eppreaed 1/301!013 by ALBC Wakeens.Canp. Well Tem. Comp. Platlrp Nates B-1 248 -M G-H 21 -21 PlaWpositlomoonsidera O.Minchtvs rimeler C-G 54 0 D-F 40 -15 edge distance. PUNInr In lead of structural panels or ngN ceiling use purlins W la@211y pace chards as tallows: CMN Special re) Stan(0) End(8) TC 24 -1.7011 1 5 BC 22 0 00 1.79 BC 33 1.79 4.50 Apply pWirm to any Ugrtb abuse or Celow fillers at 24"OC unless micam atMrespe above. Wind W Ind loads based on MW FRS witha]di eral C&C ember design. Additional Notes The oveall Intl of Nis Wa smushng evedtaw K 2-9-0. NOTES: N) 1.ma—.is nm.urnoam arose e.rearmaa.A4aliond m.Nutimaacmrngamq ce � Na ss di inda nes mudt 141, ansa as sane m yundien man Nmwa a am �a , Pans disentanglement, lement, Tg 2star Techulgyisafirlie.name mmenP,Ja..Pa..edmisayInc Ford,Commerce NN,.Eni� NBusinaaa ran 75O-47455Nbn Pak Cul Seca 403,Jackwmille,FL 32224.PIR.831 RW �� WJIW GNarlwaki JaXreyPAmemn usel ALnay equine E FOManO rueHouse PE W 00839 PE No S4 PE No.71457 PE No isel ¢ 85975Plyi SEON:17952 TO I JACK STREIT RESIDENCELUSTCM Ory: t FROM: DRW: JOSTA W91:22.41Ea I .. 0II M17 3 2 D T 1113%4C �126'10 1113X4 6 e HB fi' 1113UP X4 VID ev T Lw 3X4 HOME T r3X4 11104 1.11.8 2B ♦f' 2r1- 4:7.: 9 LOadlrM Cerm alm0 Wind aXarb Smmv(misda ibein Fort DeMCSI Crli •Mulmem Reuo (Il acns(I TCLL: 20.00 Wind SW: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in lop,Urban LM Loo R /U lithe I M I RL 1W TCDL: 7.00 Spread: 13Omp11 %:NA Ce:NA VERT(-L): 0.061 F 999 240 H 161 135 183 1- 144 )1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.115 F 535 180 D 156 171 159 1- I- 11.5 BOOL: 5.00 Risk Category:11 Saw Duration:NA H0R2(LL):41.051 B - - Wind reactions based on MWFRS Des Lek 32.00 UP:C HORZ(TL):-0.070B - - NCBCLL 10.00 Man Helghh 15.00 ft Code I Mlso LrIteHa Creep Factor 1.5 Maximum Top Chord Forces Per Ply gleed Say: 2.00 TCDL:4.2 Def Bldi FBCM14 RES Max TC CSI: 0.859 Chords Tera.Corl CMrds Tea. Comp. load Oura0on:1.25 BCDL:3.O paf VIEW: £OW Max BCCSI: 0.135 A-B 12 -56 C-D w -39 Spacin,24.O' MFRS Pool Dist:0 IS M2 Per Factors Used:Yes Max Web CSI:0.142 B-C 15 -42 CSC Dist a:3.DDft FT1RT:30i0y10(0) Mfg Speol Camber GCpi:0.18 Plate TWe(s): Maximum But Chord Forces Per Py awl WIM Omaten 1.60 WAVE VIEW Ver.16.01.01.553112 Chards Tere.Comp, Chords Tea, Com, Lumber H-G M -51 F-E 32 -43 Value Set 138(Effective 6112013) Top chord 2x4 SP M3 Maximum Web Forces Per Ply(lbs) Bat Mord 2x4 SP We. Ter¢.Comp. Webs Tons Comp. Webs 2x4 SP NO Lumber value set-131'uses design values A-H 121 -142 F-G 21 -9 approved 1I3M2013hy ALSO B-F 52 -1 C-E 55 -t5 Plating Note¢ Plate positions ccnsiter a 0.50 inch trues perimeter edge instance. Puma In lieu of structural panels or rigid wiling use purlins to laterally Nee chords as falces, Chord Spearg('moc) SMd(ft) Evil TC 24 0.00 5.00 BC 22 rJA0 1.79 SC 33 1 to 4.55 Appy pWins to arty GroNa above or pi fillers at 24'OC unless shaver dherv4se above. Wind Wind loads based an MW FRS with addiliowl C8C ember design. Additional Notes The overall height of this truss exclMing overman,is 2-9L. NOTES: r i.ln64mwsis roxxxicent abrebrmalm mau .M3YonY in¢puclmaecmmpenyn9lr�¢W¢*4ramrg.iMvb BC511L3. 1 yH) �dmmabin�wa nwtnthe WdpNmdwirdin¢Wlaum. xArea Tedincomi¢a!ahhpv,name vxn,j by 1.'ex malarial,h ic,FbHa lova nFbnne Engineer airs¢¢No,mar 4745 smmnPear cnun.sue 402.Arownmw.FL=4-Sol si TrueHouse E„om¢° a 457 1Ep.firmix ann APEX 65975 Ply 1 SEDM 99311 TW/EJAC STREIT RESIDENCE-CUSTOM Ory: 10 fROM: ORW: J07 Wg1:25.2 link / ... 0128'9 12 C 3 p � 13'0"10 1E1113MIBTHB 6'8"8 D 1114X5 1'8"8 7 1 7' Lo MN Cd IpO Mind Criteria snow Criteria(Pg.M In PSF) Dani LrIMda ♦Maximum Reactions(11m) TCLL 20.00 WiouBM: ASCE 7-10 Pg:NA CI NA CAT:NA PP Call In lac UEefl L/N Loc R 1 U /Rw I Rn I RL /W TCDL: 7.00 Speed: 130 mp71 PF NA Ce:NA VERT(LL): 00008 999 240 E 330 1142 1156 I- 1- 15.5 SCLL: 0.00 Enclooll Closed Lu:NA Cs:NA VERT(R); 0.0018 M 180 D 105 1- 135 /- I- 11.5 BCLL 5.00 Risk Ca wi 11 Siwe Duration:NA Hi 4.000B - - C 178 179 153 /- 174 11.5 Der Lot 32.00 SAP:C HORZ(TL):-0.0018 - - Wind chances bamJ on MINFRS NCBCLL 10.00 Mean Hi 15.0 Code 1 Mia.Criteria Creep Fed¢1.5 E Min Beg Width Req= 1.5 Smile 2.00 TCDL:4.2 pd SMCodd. FBC 2114 RES Max TC CSI: O.403 D Min Brg Widh Req= - Lpad Duration:125 BCDL 3.0 psf TPI SM:2007 Max BC CS: O.771 C Min Beg Width Req= - Spadeg:240- MWFRS Parallel Did:M W h Rep Faders Used Yes Mnx Web CSI:0.088 Bear,E Fee.IP=585ps1. CBC Did a:3.00It Iii 30gy1010) MIB SpeOnetl Cambs[ Maximum Tep ChordFomes Per Py 11bs1 GC,:0.18 Plate Tyndale): CM1adS TensComg Chance Teem. Comp. Wilts Duration!1.80 WAVE VIEW Vu 16.01.01.0531.12 Lumber A-B 24 0 B-C 90 -49 Value Set:13B(Effect.8/112013) Tap tlwnl 2"SP MIN) Maximum Bd CM1om Forces Per Ply(Iba) Bddro'd2ve SPq Chords Tens.Comp. Webs 200 SP*3 E-O 0 0 Lumber value iM'13W uses design values approved 1/302013 by ALSC Maximum Web Farces Per Py(lbs) Plating Netas Webs Tens.Cwnp. Plate Positions consider a 0.50 inch Wss perimeter B-E 297 -381 edge distance. Purina In lieu of structural paresis or Mid ceiling use xmina to laterally berm eM1xds as follows'. Chord Sherrill oc) Stad(n) Enell TC 24 -1.71 7.00 BC M 0.00 7,00 Apply mains to any chords above or blew fillers at 24'OC unless sheen omerni es above. Mind Wind bads based on MFRS xUh additional CSC ember design. Additional Notes The overall height of this Imes excluding uverhaeg is 330. NOTES: f 1.1h¢maker MtimMole s; nN¢ , ok iImAntm In um . PNniorelln¢IluvYians eccdopenyYq lhi¢ImeseewdeN,inM.e BCSII-03, ..IE tlnlu 'n cnywi m rd elm essexrd aner lorng ontake n, THB ressTNo 7517-MmE ala Saco g Cou le00 a con AFL 3]3bn9M031oma Fiends Epieeee dpm&GI(ozbfrstl Jeffrey P Pme¢m behl like, Jecomiine E Ro . APEXTrueHouse PEPo GW PE No 5fi5H PE No,71157 PE N.a.. s 65975Poy1 SEON:175171 T49 I EJAC STREIT RESIDENCE-CUSTOM Ory:3 FROM: DRW: JO"? V1V;`..4 the / ... 01QW17 12 D 3 p - m13'090 1113X4 D 23 T T 4/ _ 8 1113X4II TA _ 1 pa 11'1"2 — E - l l { 10'1"2 1814 V 1114X5 1'8"8 1'11 5'0"8 1'11"'8 8 7' LwEIrg CMarle ledl Mad CrlleXa Sooner CMela,el PI in FSF) DeWCSI Gareth ♦Matlmum Reachons(to.) TCLL: 20.00 Wind Std ASCE 7-ie Pg:NA CI:NA CAT'. PP Osherow in Ioc I/Eafl I/M Lac R /U /Rw I Rn )RL /W TCDL: 7.00 Speed 130mph PFM Ce:NA VERT(LL): 0.101 F 521 240 H 338 /112 /153 1- /74 /5.5 BOLL: OM Stainlum:Closed La:NA Cage, VERT(TL): 0.302 F 278 100 E 81 1- 129 /- /- /1.5 BCDL 5.W RSk Category:Il Snow Oum0on:NA HORZ(LL):0.100C - - D 178 172 /58 I- / /1.5 Dei Ld: 32M EM, C HORZ(TL):0.205 C - - Wind reactions hosanna MWFRS NCBCLL:10.00 Mean Hall 15.00 S Code I Mise Cdlarla Cheep Fai 1.5 H Min Erg Width Ree= 15 SGML 2.00 TCDL 4.2 ad Barg Cade: FBC 2014 RES Max TC CSI: 0.779 E Min ll,W idh Ree= - LoadDumtan1.25 BCDL:3.O Far TPI Sb:2007 Max BCC51: 0.271 D Min Brg WidthRee= - Spatlrg:24.0' MFRS PemIlalDist:nb2n Rep Facture Usal:Yea Max Web CSI:0.195 Bear,H opera=habits, CBC Dig a:3.00F30(0Y10�0) Mfg SpeaSed m Camber: MaximuTop Chord Forgers,par Ply GOpi:0.188 are Ype( ChannelsChos Tens.Comp. Chords Tens.s.Camp, Wind Design:1.00 WAVE VIEW Ver:18.01.01.0031.12 Lumber A-B M 0 C-O 43 -53 Value Set:13B(EBetlbe WIWI 3) B-C ID -79 Top clroN h4 SP 92 Maximum Bet CMrtl Farces Px Ply(Iba) BC30nON 2x4 SP p2 CMNS Ten3.00mp' CMrda Tem. Camp. Webs 2x4 SP p3 Lumber value set'138-uses design vallces H-F 29 -71 G-E 0 0 approved 1/3 012 01 3 by ALBC Fill Plans. yal uTemen aC; ea Pg P�ly(IIg)en3.Comp. Here positions considers 0.ial Imsa penmNar edge Olstance. B-H ZSt -313 G-F 22 -18 G-C 92 0 Parties In lieu M structural parrots or Mid ceiling use purlins to laterally board clwNs as blloxv: Chad Spool Sial End(0) TC 24 -171 7M BC 23 0.00 1.98 BC 80 1.95 TW Apply purfire to any doords above or below billion; at 24-OC unless on.oMervAse above. Wind Wind loads based on MW FRS wdn additional CBC ember design. Mdlllonal Notes The overall height of this truss excluding Overman,Is 330. NOTES: '� lMmadiawnBiend¢urhaentypnfm imtation, o . Ptl]tiiarelin¢Vutim¢savmperpirq dvi NusGmny.lrpWe BL311-03. ard xtt ua io wm lre conaaan m —sprorel plans coma runways, TH AVB+TxM s,a...a...wan ny..al TttArob3y In.,Fanta Gomel Floods E^Vrem an.nass No.7347-4743 saran Park CUN.3utl,402 Muiarrase.R 32224.sol.VI Ste TYueHouse E"N=.dri" 'PffiP3Aro °n °r`o",7y JPEroraa.re APEX 65975 Rya SEON:99651 Tag/COMN STREIT RESIDENCE-CUSTOM py:6 FROM: ORW: FlailWg1:22.4 the I ... Bill B93712 5'8"15 'a' 09 28'3 2'8"3P9 Cii T T 6 IN m B D AE X30 F 13X4 8- 5(Y6 � 09 262'9 289 8'e CBS+ 312 i SB'15 � fg'�BI H Leading CMerla lw6 Wind Criteria snow crneke f ilin Fl) Cal Canada •Maximum Raaaw Bles),or'-PLF TOLL 20.00 Wind6M: ASCE7-10 Pg:NA GI:NA CAT NA PPDelleclim In los Udell 1/1t Inc R IU IRM, IRh IRL /W TCDL: TOD Spain 130 mph Ph NA Ce:NA VERT(-Lk 0.000 F 999 240 A 2 10 /U I- 159 15.6 BCLL: 0.00 Ewlosure Closed Its NA Ce:NA VERT(TL): 0.001 F 939 1W B' 83 128 /40 I- /- I60A BCDL 5.00 Risk Category:g S.Dmatbrt NA HORZIIL): 0.000 F - E 2 Ill 19 L /- 15.6 Des Ld 32.00 EEP:C HOBZITL):-0.001 F - - Wind nations based on MFRS NCBCLL:10.00 Mean Height 2221 g Sp t,l Ill CtlMNa Creep Factor'.1.5 A Min By Width RN= 1.5 Split 2.00 TCDL:02 hast Bldg Cade FBC 2014 RES Max TC CSI: 0.102 B Min Big Width Rep= - Lead Engel 1.25 BCDL:3.0 pl TPI SM:2007 Mev BC C51: 0.076 E Min Brg W itlth Req= 15 MFRS Panlltl Dist W to h R Factors Used:Yes Max Web CSI:0.012 Beanngs A.B.B E are a rigid sustains. spad�g:24.0' M CBG Dist ac Gi 00g FTIRT:indall 0) Mfg Spev<eO Camber: Mammon Top Chord Forces Per Ply(Ibs) GCp:0.18 Plate Typels): Chorea Tens.Comp. Claude Tens.Comp. Wind Duration 1.60 WAVE VIEW Ver.16.0t01.0531.12 Lumber A-B M -M C-O 82 -62 Value6ef.138(EgedlNa(V12013) B-C 82 -82 D-E b -9 Top chard 2x4 SP 0 nhmtl 2x4 sv 0 Maximum Bot CMMrc Foes Per Py in) we webs 2x4 sP a3 cMMs rem.cpmp. cnpma Tem. comp. Lu'nbernuesel'1313'usastleagnvalues B-F 36 -11 F-D 36 -11 apprnvpe 113012013 by Al-SC Plating Notes Matlmum Web Forces Per Py QM) All plates am 3%41B1)except as noted. Well Tere Champ. Plate positions wosMer a 0.50 inch trues perimeter C-F 7 -62 edge distance. Radios In lieu 01 sWCN21 panel,or ni ceis,use prime Is laterally Fare chords as follows: Clwrd Spaang(in.) Stan(fi) Smile) TC 24 0.26 1332 BC 57 L92 5.66 Ata OC unless sunins In, hy create mn or Expa,as humns. filled Wind Wind muss heard on MWFRS with addifonal C&C emberdesign. Additional NONs The overall height Mthis Wss excluding ove'dang Is 2-2-5. NOTES: N) �.meemwnpin int-doniam.kr�ce.d n. Aeeaiemlimouceone acm,wwma,a me wad amwrg,inaw.des tea, seo�Iamism i�mni��mm wiu w.wcn�Nnua pans e.dn9 inualeem. TIj win ri,e�e�emm. w Tem9.H .Fhde w � � lieemEra,.w B-new No.Ver�4745 SMm Fri Cant,5W4003.Jxksonnlle,FL 3]2N-fee KI 5iM N—.. GxeMeab JMmya.— Ce,ax 6kMmx IllinoisansE Bandit APEX TrueHouse PEM.e0a59 PE No Mal PEM 71457 PE No.. 0975 My:t SEONa74791 T7 I OOMN STREIT RESIDENCE-CUSTOM Cry:2 FROM;MIF DRW: T01 W,1117.61 1 ... 01W17 p..x. tp Aax. C a T �yyuaXa x w .sxa N. this I M 14 Leading CrRkma tm0 Wind Cropda Snow GrBarMiP4.efoPBF1 DeNCSI Criteria LIAMInumltesetioro(b.) TCLL: 20.00 W IM SIQ ASCE Y10 Pg:NA U NA CAT:W PP OegeNm in be veep LM I-m R ITT /Rw /Rh /RL /W TCDL: 7.00 SpaeG 130 mph WNA G:NA VERTILL): 0.011 G 999 240 H 691 /295 /2M /- /231 /5.5 BCLL: 0.00 Ehoknure:Glowed Lu:NA CS:NA VERT(TL): O. 02 G 999 214 F 691 /285 12M I- 1. I5S BCGL: 5.00 Risk Category,11 Show Duration:NA HORZ(Lly: 0.011 E - Wind reacllons basadoo MWFRS Das Il 32.00 EXP:C HOR2(TLI:O.W0E - :f Min Bg WIENReg= 1.5 NCBCLL UL00 Mean Heigh826.108 Cede l mi.CrNeda Creep Fader:LS F Min Big Width Req= 1.5 sOt 200 TCDL:4.2 pat Bidg Code: FBC2014 RES Max TCCSI: 0.354 Bearings H B F popery=sell Load Duraem:1.25 BCDL 3.0 m1 TPI SIS W07 Max BE CSI: 0.720 MWmum Top Chord Forces Per Ply(firs) Sprang:24.0- MFRS Parallel Dist:0 to M Rep Factors Used:Yes Max Web CSI;0.563 Chorda Tana.Comp. CMOs Tem. Comp. CBG DIN a:3.00 it Iii 30(Oplol Mfg Sunni Oambec GCpi:B18 Flats Typos): A-B 127 -112 C-D 384 -591 Wind Dussion:1.60 WAVE VIEW Ver 16.01.01.053112 B-C 381 -506 D-E 120 -112 Lumber Value SO:138(EMdiva 6/12013) Maximum Bpi Chord Foreas Per ply(Ibs) Tap choral Sox 6p p2 Chords Terre.Cwnp. Crashes Tons.Camp. BM droN 2x4 Six H-G 458 -170 G-F 450 .166 Webs 200 SP 0 Lumber value am-13W uses design values Maximum Web Forces Per Ply t s) approved 113WF113 by AI-SC Webs Tens Comp. Webs Tem. Comp. Plating Nates A-H 131 -134 G-D d7 -161 Plate positions whaler a ILS]iMM1 mass perimder H-B 244 -650 D-F 2H -850 edge appealB-G X7 -163 E-F 131 .134 C-G 341 -303 Par11m In lieu M structural panels or 690 ceiling use pudina he lammily dace chords as mines: CMN Spacinglu od Start(ft) Eavil TC 24 d78 17.14 BC 120 -0]0 17.14 Apply Durum to Orchards above a below fillers at 24�OC unless shown Obemisa above. Loading Truss passed check for 20 ml adilidokil bottom dmrd live bad In areas with 41 x 24 vvhmu examines Wind Wind lmil lass]on MW FRS arm additional CIRC emberdeslgn. Additional Nolas The overall beigh lois truss excluding overhang Is 9-34 NOTES: r t.11�ie be'ina8'a MSNritlenralane br insldlaEm.AMipralimMc�ore wmpenyiry✓i¢Oun dcvinairtlWSBC511-03. Y�o+B M raeE'n mNnvtlon xM rhe eN'ihclual Olor¢Eviig imral lelion. THi a ellervn oryoryou :,.;s a W°6 a pPoJa �F ,z a R, n Enpi Mknul6K 'verstl Joimy PPme¢m Derek B Murray Jetquelim E Novel X TrueHouse PEN 003 PE No it PE al 71457 PE No.BMW 65975 PIy1SEON:94821 T5/COMN EIT RESIDENCE-CUSTOM Oty: 18 FROM:MF DRW: Toe wgc 156.e Ins 1 ... 01I2W17 vir Lu ,apr oYus N T 6 itea,. Lom9rq Criteria Ia0 Wlnd Cr0eds Snow Crlbrla IP9.PI In PF) Oil Cell AMaxknum Raallons(IM) TCLL 20.00 WinOSIU: ASCE7-10 P9:NA Ct,NA CAMNA PP Defiv in lac Udell Let Lee /U /RN, Inn IRL IW TCOL 7.00 Speed: 130 mph Pf:NA Ca:NA VERT(LL(: 0.032 G 939 278 H 959 /401 1354 /, /301 15.5 BCLL: 0.00 Beall Closed Lu:NA Cs:NA VERT(TL): O.07G 999278 F 900 1401 1354 /- /- /5.5 BCOL 5.00 Risk Category:11 Snow Dwatarl:NA HOR2(Ly: 0.018 E - - Wind reactions based on MW FRS Des Ld: 32.00 Ee, C HORZ(R):0.031E - - H Mln Brg WiMr Reg= 1S NCBCLL:10.W Mean Haight.27.21 fl Lade I talks Orberla Creep Factor 1.5 F Min IN,Width Req= 1.5 Send 2.00 TCDL:4.2 all Bldg Code: FBC2014 RES Max TCCSI: 0593 Sears,H S F Fcpmp=565psi. Wad Duatlan:1.25 BCDL:3.0 in TPI Set 2007 Max BC CSI: 0.513 Spatllg:NO' MFRS Pa21101 Dist:0 to hi Rep Remove Used Yes Mex Web CSI:0.932 Mulmum Top CNptl Forces Par Ply(Ibs) CBC Dist a:5000 FTIRT:30(0110(0) Ml9 Specirwd Camber: Chords Tans.Comp. Chords Tens.Com, GCpi:0.10 Pam TWe(s): A-B 175 -181 C-D 518 -842 Wind Duration:1.60 WAVE VIEW Ver,16.01.01.0531.12 B-C 518 -042 O-E 175 -101 Lumber Additional Nolen Value Set:13B(ENede61112013) The overall height W Nis lrvaa excluding ovemsel Maximum Bot Chord!Foreas Par Ply(lbs) Top cram as SP k2 11-511. Cndds Tere.Comp. Clients Tare. Comp. Bd cMd 2x45P MJ1 H-G 876 -240 G-F 070 -240 Webs 2x4 SP AS Lumber value set'13W uses design values Maximum Web Fomes Per Ply Ibs) approved 1130Yd013 W ALSC Webs Tena Camp. Wilson To., Comp, Bracing A-H 188 -197 G-D 342 -219 (a)Continuous lateral normal equally spaced on H-B 327 -893 D-F 327 -893 member. B-G 342 -218 E-F 1N -IN C-G 604 -412 Plating Notes Plate Insidom consider 0.50 inch Wss perimeter edge elegance. Purllna In Ileu of greoru al panels or rigid ceiling use purms to letealy brace chords as looks: Clwm Spactn90n m) Sa0(R) Enc(ft) Tri 24 DdD 23.25 BG 120 0.00 23.25 or bel Apply OC unless shown othebiwise ove above.fillers Lowell Truse passed dteck Mr 20 pet Weakened luno. chord live load In areas with 42'bigh x 24'+ Jda Word renal Wind Ends based on Mal with additional CBC ember design. NOTES: r 1.mlaala-w�noi.nm.�maam aor.m,maauaua,. eeef �numm,n eu..uw drives.imwnas . i lm. WWd Be were ormu'venn wish Imo xl.ikdOmJ genannn9 aritelplim. (TOz Oar Taanmeari1 a mswoAmmkr us mme ouned by es, Tooii renes corporation Fares E a.mess No.7547.4745 soma Pae cmm,sem wZ JaNksomwe.FL 32224.91 al soup kn�m:lexedo..ea I.,P Nneem Lane BMray .kesueLm b..it APEX TrueHouse PEN=EO.4 PE No anal PE W.71457 PE No.Monte 05915 PIY't SEON:94041T9l COMN STREITRESIDENCE-CUSTOM Oty'. 2 FROM:MF ORW: T03 Wgt:fi4.41bs 1 4'H'B9'10'15 r 4'1t'0 ~ 4'11'0 I T L=4x4 12 8IT � IT 11=4B o m3xa T A E 1. F - X29' W%5(R) 114"(R) F 118 9'10'15 1'0'9 9'10',5 Exadol Cr0eda im0 Wlnd CaNada Snow LNtede(P9,R in_F) OeNC5l Lrtleda ♦Maximum Reaotbns(lbs) TELL 20.00 Wind SM: ASCE 7-10 Pg:NA CL NA CAT:NA PP Dsficulmn in loc Udeq i Loc R I U INN fan /RL IW TODL 7.00 Speed:130 mph Pb.NA Ce'.NA VERT(LL): 0.002 C 999 240 G 437 1121 12401- /1W 15.5 BCLL: O.W Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 C 999 180 F 437 1121 1240 I- /- 15.5 BOOL: 5.00 Rhk Cateri 11 Srow Dumtlon:NA H0RZ(LL):O0D2D - - Wind readione beaed an MWFR3 Ods td: 32.00 E%P:C HORZ(TL):4004D - G Min Bit,Width Rare= 1.5 KRELL:10.00 Mean Height 23.9 fl Code I Mise CHINVIN Creep FadOr:1.5 F Min Brg Width Req= 15 soffit L 2.00 TCD43 psf BMg Code:FBC M14 RES Max TC CSI: 0.314 Bearings G 0 F Fcperp=SBSpai. Wheel Ou20m:US BOOL 3.0 pelf TPI SW: 2007 Max BC CSI: 0.401 Spacing:24.0' MFRS Parallel Dist:hn to MaxMum Top Chord Form Per Ply 11061 h Rep Factors Used:Yes Max Web CSI:0.274 Chords Tens. Comp. CSC Diet e:3.00 it FTIRT:30(0V10(0) W,Spe pfied Cembec CMma Te op Cl n GCp:0.10 Plate Type(s): A-B 0 0 C-D 217 -141 Wind Dodge,1.60 WAVE VIEW Ver:10.01.01.0531.12 B-C 218 -141 D-E 3B 0 Lumbar Value Set 130(EOective BI1n013) Mhi T Bot C T=arp Fortis Px Pry(lbs) L9oF Te141 -M TapcMN2x4SPm. Bol chord 2x43P M-30 G-F 141 -& Webs 2x4 SP PS aLurnipar ppi 1/3 set rl by uses design value Maximum Web Fomes Per Pry(IbT approved l(JORo13 by ALSC WeM Tena.(:omp. Webs, Tons.Carp. Plating Nobs, B-G Sh -200 O-F 118 -145 Plate positions consider a O )inch buss perimeter G-O 110 -115 O-F 330 -200 edge distance. Parties In lieu M structural panels or rigid ceiling use purlins W laterally brace chords asfalsai Chard! Sparing(roc) Sti EndiM1) TC 24 -1.71 11.61 BC 119 D W 9.91 Appy pWlre he any choods above x below fillers 3124'OC salient drawn examine ati Wind Wind leads based 0n MWFRS with adddearal C C emberdeslgn. Additional Nobs The overall height of this buss excluding ovenhas,is 4-9-10. NOTES: 1 H� , oBsaailmoe tM.irmlel4ddioeain,turx� n„9mw 4,.mm. Racal 1-01 ebpisNrnex,uacontete," ammpIPate4no4, pho'01 2.FWr Tour iryY isa/v1iWw5 name ami M Jos Fpav T1,olryyInc..Fore Cip,m n. Isar.Ergnmr Bud,ess No.7E47-4745 SUXen Park 1eunbale 4d2.Jac1'.amille FL 31324.900821.8200 APEX a}a� M,IaeIGY.odcweFi Jen,eyP Mreson OereMe Murry lecpiel'noEFMeM J.l ueHouse PE No.809]9 PE Na 5e5M PE Na.],<Sl FENo.eNeB 65975 Pyt SEON:1],4131 T71 I ININ STREIT RESIDENCE-CDSTOM Oy: t FROM:MF OR T, WgC 83.O IOn I ... 012W17 4'11'8 g1p15 � 4'11.8 4'11'8 7 8_4x4 t2 e � 1 IlWR1A py glpl T 10 EE p D 4't4D•3 FIT lY g1p15 Lnaaln9 Cm.due ImO Mind CrlbrM Snow CMw all In Fall Dal Crital ♦WXImum MBCtions(lbs) TCLL Wird Sd: ASCE7-00 I'l Ct NA Carl PPDeOe .in loo Udell l/A'- Leu R IV /Rw /Rh /RL IW TCDL: 7.00 Sceed: 130 mph Pf:NA Ce:NA VERT(Ly: 0.020 E 999 240 F 1195 /58) I- BOLL: 000 End0aper Closed Lu:NA Cs:NA VERT(TL): 0.038 E 999180 G 123,4 I5% /- I- I- 15.5 BOOL: 5.00 Risk Category:Il Snow Duafmrl:NA HORZ(LL): 0.001 C - - Wind.a ..la.it on MWFRS Des Ld: 32.up E)UP:C HORZ(TL):0.002 C - - F Min Big WalshReq= IS NCBCLL:10.00 Mean Height 23249 LOtle I Moa Crllarld Creep Factor.1.5 G Min Big Width Rod= 1.5 SOMI: 2.00 Ti 4.2 sof Bldg Conde: FBC 2014 RES Max TC CSI: 0.339 Bearings F B G Feeds=565psi. Load DuraM1an:125 BCDL:3.0 plot TPI SIG MT Max BCCSI: 0.652 Spacing:24.0- MFRS Parellel Dist:0I M2 Rep Fedora Used Yes Max Web CSI:0.359 Maximum Top Chord Forces Por Py(MQ C&C ash a:3.0011 FLRT:3010V1 D(0) Mfg Specified Camber Chards Tare.Comp. CtuNa Tens.Comp. GCpi:0.10 Plate Tdrdp: A-B 5%-1210 B-C '.Rd -1210 Wird Duration:1.60 WAVE VIEWVev 13.02.01.1215.13 Lumber Additional Ndx Maximum But Chord!Forwe Par Fibrillose) Value Set 13B(Effective W112013) The...It height of the lues,producing ow Marg is Chards Teru.Comp. Chadlo Tens. Comp. Top dad 2x4 SP g2 4-9.10. F-E 37 -W E-D 38 .21 Bot ciad 2x3 SP p2 Webs 2x4 SP Y3 Maximum Web Forces Par Py(Ibs) Lumber value set l3 by uses design values Webs Tens Com W805 Tem. Com . approvetl 1I3W2D13 by ALSC P' P All 482 -958 E-C 936 -447 SPedal Loetle A-E 933 -407 C-D 001 -955 —(Lumber DucFac=1.251 Pima DurFac=1.25) B-E SO -396 TGFmm 57plat D.WIo 57 pMa1 4.93 TGFrom 570tat ,4.9610 ill 9.91 BC-From Sister ul be SpPm 9.91 BC- 454 to(i Lead m 2.06,4,DE 6.96,8.03 Plating Ndae ('•)2 plabal require apecim padpoWg.Risento used plate pied details for special Positioning requbem mus. Plans rysitions consider a 0.50 inch buss perimeter edge distance. Pudlns In lieu of structural panels or ngd ceiling use pathos W Imemlly Mce dartla as follows: Chad Spacing(dac) SWr110) trial TC 24 0.00 9.91 BO 119 000 9.91 Apsly Wrgm W any chads M1we or bmaw fill at 24•M unless shown omerwim above. Wind Wind loops and mac9om based on MFRS, NOTES: TH i.ln d Waned is mlSUMwM mb the aninslessual Plans sunnliwWoxis, eny'vnB iris EuuprzMnd.iMWe EG511Le. Nwa a Brea a oniom.+an win mn.Pnii.wmi Fane ar;re e.Mieian. Tg zson.Tgimedv In a nmtiws name wmM Ey u.Pee.TimminsrmoF."Postern Form Elmer ausinees norots 4741 surmn re,coon.tune 40N.,re,sonnue.rL 12.. .9215100 Tr•� APEX TrNeHouse FE NoeIm�8w4 PE ec PSol pE No 7157Y PE MIRFMM • 0975 Ply1 SEON:9400/T32I COMN STREIT RESIDENCE-CUSTOMOty6 FROM:MF DRW: T05 W9L 7.4lbs I ... 01=17 69R IL 899 F 640 - T �d%dp•1 t2 e � 03%48 Dew 1IIII T �yYel••)A Efill B - _20T 1 F Itl3%d 84& 848 65.8 13T Luddesp CrNarW(m0 WIM CNLLrIe Scow CMxls pp,l P5F1 OaflIC31 Crlurla ♦Maxlmum Raxibrw(Iba) TOLL: 2D.OD W Intl Std: ASCE 7-10 Pg:NA Cl:NA CAT:NA PP Deffegion in loc t/dep VIA! Voc R IV )Rx, I Rb /RL JW TCDL: 7.00 Speed, 130 mph W.NA Ce:NA VERTILLI'.-0.069D M 240 A 454 12M /2121- 11M /5.5 BOLL: 0.00 Enclosure:Closed Lu:NA Co:NA VERT(TLI: 0.147 D 999 180 E 451 12M 1212 I- 1. I- SCOL: 5.00 Risk Campo,11 S.Duration:NA HORZQL):-0.054 8 - - Wind random based of Mill 0.W: 32.00 EXP:C HORZITI.T 0.113 B - A MIn BM Wid111 Req= 1.5 NCBCLL:10.00 Mean Heigh:23.60 it Code/Mlsc6dbrM Creep Fatloc 1.5 E Min BM Width Req= - BOXiI: 2.00 TCDL 4.2 pd Bldg Code:FBC 2014 RES Max TCCSI: 0647 Bearing A Fcper,=585pa1. LOxl Ds.t.:1.25 BCDL 3.O Pat TPI Std: 2W7 Max BCCSL 0.381 Mr Special 240' MWFRS Parallel Dial:O b MMaximum Top pointed Per Ply Sled2 Rep persons Used Yes Max Web CSI:0418 Geoids ToCChose Tens.Camp. C&C Did a:3.008 FT/RT:30(01 Mfg Brushed Carrel GCpi:0.1B Pepe Type(s)'. A-B B®-102& C-D 281 -w Wind Duration:1.60 WAVE VIEW Ver 1602Di12t5.t3 B-C 281 -520 O-E 092 -1036 Lumber AdtlYlDnal Nolea Value Set:130(EBegive WIQ013) The oveall height 01 this truss excluding overt.,is Maximum Bol Chad Forces Per Ply Qbs) J5. tap cMN2x40P tt2 5Chords Tens.COmp. CMN. Tam. Com, BW CNortl 2x45PfY2 A-F 378 -110 F-E 370 -110 Webs 2x4 SP 0 IT Butler 2x4 SP All BLOCK LENGTH= 150P MexMum Web Fxus Per Phi :Rl Slider 2.4 SP All BLOCK LENGTH= 150P Webs Tem.Comp. Lumbar value set'138'uses design values approved 1IM2013 by Ai C-F 'LQ 0 pNO,Notes (••)3 plaleps)require spedal bus imNng.Refer to styled plate plus details for spxial posltioni, requirements. Plate positions consider a 0.50 inch mas perimeter edge distance. Purllm In lieu M sbu to d parols or ri soling use pudds to laterelly dxz third as ro imse Caere Spacinglin ac) Sual Lai TC 24 0.00 13,58 BC 120 0.00 13.58 Apply purlim to any chance above or below fifers at 24'OC unless shown othemise above. Hangere/Tles (J)Hanger Support Required,by others Wind Wind bads based on MW FRB with accifonal C&C memher design. NOTES: /r� I.m.an.+�gi.na wme.nl sone mai-kiso,. aaemu slimY�oYo-�i reomPany.q lniaw aaruieg.lmuee acv fol. t// mode Mise].walurxaonwtMhl,m ,lclwsdanedw ,nnalercn. TLT 3.AMx Texans"s.(i[tifrx[namevmJM let FP..T.-I.Inc..F%Me G{o'aMn. fl nW earlass R aeim..w.75R7.d745 sawn P.xCa,n..,l..px,l:xenmille.Fl au2..sa e2,.s2ao APEX TrueHouse , =M1 ki .. EW71sim mils.. . 4 65975 Ply.t SEON:P48T/TBOICOMN STREIT RESIDENCE-CUSTOM OF, 7 FROM: ORW: T0W 19171.4 IDB ! _. 01/20117 3T4 3T< We %'i" 13T � + JYI J]'0 i J14 � T "<ra 2 B Vnyuc E aJxa in 1 ' /J B NY T aI • ankpd l-) .Bx,•-.H 6 IJMN'.) i a. e9' 3. aJ52 + 1V1'e i ,J'PB T� Leading CMaM hank WIM Ordains 'L99 Snow CrMNa dd.min p6F) gNC31 Criteria ♦Mexlmum Reactions(Ibe) TCLL: 2000 Wind Sid: ASCE7-10 Pg:NA GENA CAT:Nfi PP Defection In loo 1/tlefl l/k Loc R IU IRW 1R1/RL /W TCDL: ]AO Speed: 130 mph Phe Ce:NA VERT(U-L 0.036 C 999 2411 A HIS /208 /208 /- 1130 /5.5 BCLL 0.00 Enclosure:Closed Lu:NA Gs:NA vERT(R): 0.074C 998 180 G 458 /200 1208 /- I- /- BCDL 6.60 Rpt CaM0ory.11 Smiw Duration:NA HORZ(LLY 0.012 IT - - Wind reactions based on MWFRS Ose LIF 32.1 EXP:C HORZ(TLh 0.064H - - A Min Big Width Red,= 1.5 NCSCIl:10.00 Mean Height:23.60 It C .I mNc Cft,W Creep FactOc 1.5 G Min Big Width Req= - Sorcn: 2.W TCDL:4.2 par Bldg Code:FBC 2014 RES Max TC C51: 0.180 Search,A Form,-565psi. Load Duration:125 BCOL 30 par TPI Std 2007 Max Be CSI: 0.306 Spaang:24.0MWFRS Parallel DlaC 0 to N2 Rep Farm Used:Yes Mex Web CSI:0.185 Maximum Top Clend Forces Per Py(Ibs) CSC Disk a:30o0 FT(RT:301)l0) Mg SpeafieE Camber: Cords Tems.Comp. Chords Tem. Comp. GCpiAA8 Plate T1.pL A-B 300 -931 O-E 510 -852 Wind Dinal 1.60 WAVE VIEW Vac 16.02.01.1215.13 B-C 305 -885 E-F 386 -806 Lumber Additional Notes C-D T9 -807 F-G 3N1 -M Value Set:13B(Effective&1/2013) The overall height W Nis iNR exdWing oreMang is Top chord 2x4 SP 92 5-3-5. Maximum Set Chord Forces Per Py Pbs) Bot alord 2x4 SP d2 Chorda Tem.Comp. Clyde Tan. Comp. Webs 2x4 SP p3 A-I 712 -= H-G ]10 -ZBf :U Slider 2x4 SP d3:BLOCK LENGTH= 1.501Y I H 3B M :Rt Slider 2x4 SP M3:BLOCK LENGTH= 1.500' Lumber value set'138-uses design values Maxhnum Wal Fweea Per lbs appmv2d1G02D13WALSC y( ) Wem Tens.Comp. Ween Tem. Comp. platbgl Nomas VT plemm)require speaal"ironing,Refers '_D n0 -123 D-H 407 -IN led plate plot decals for spacial poslkioni�g D M5 -M E-H 1]0 -1M requirements. Plate pnitions consider a 0.50 inch truss perimeter edge darance. Purlins In feu of muckuml pancls or kil ceiling use pu1Ms W Madly brace chords be folloves Chord Spaargan ml Stad(fl) Emil TC 24 ON 13 50 Be 41 000 3.46 Be 80 3.46 10.13 Be 41 10.13 13.58 Appy W01.to coy chords above or Below fillers at 24'OC unless anpwn otherwise above. Wind Wind 1Deds based on MFRS with additional DBC ember design. NOTES: 5nolval abnebr"im" Th" traa.A91elon l . PMelonal inaWNoyxxmFenyuB lNe euesanWry.iMWaBC$IIN, soma twee In�Nrv-+ w�u trisaalmnwa elarea.irG inNallaea,. TH TeGmlan is a acuou.......I"is 1-v Txfmb9y lnc,nonce Cpre2An gore En9ima 6nsnesa No.mn-rias Jmmn earl.conn,Jun.sew,Jaoemme..IT Je2z4-901 soil MCaIGYadoxaFl IE No.. areMB Murry JPE No RalioMeM APEX rueHouse PE Xo.We]9 IE No YSH PE No]tl5] PE Xo.Bls99 a 85975 Ply 1 SEGO:1]6151 T29l HIPM STREIT RESIDENCE-CUSTOM Oy 1 FROM: DRW: TCB W gC 5)A IUs I ... 01nan 7' 2-1::r 7. 31 2 C=4XB 1T3X4N T _ I 114XS T m 1 f m 1012 _3X4 Ie3X41R)E- l��J/ -1,8,8 ]]' 9'0'8' 2'0'8 Lwdlrq Criteria good WIM Criteria Snow CNbNe(P9.Rri PSFI Dsi CrMM ♦Maximum gibe) TCLL: 20.00 Wind Sed: ASCE]-10 Pg:NA CC NA CAT: PP DOfrer9an in IOC e/de0 L/p Loc R 1U Rabbi I BM1 I RL IW TCDL: 7.00 Speed: 130 mph Pf.NA Ce:NA VERTRL): 0.009F 999 240 G 551 /172 /- /- I- 15.5 BCU 0.00 Endanger Closed W:NA Cs:NA VERT(TL): 0.018 F 999 IN E 800 /181 /- I- I- 1- BCDL 5.00 R'oN Coming,11 Snaw Duration:NA HORZ(Lq:-0.0040 - - Wind tendency based on MFRS Des Ld: 32.00 E%P'.C HORZ(TL)A.008 D - - G Min Big Width Req= 1.5 Ni:10.00 Mean Liti 15.00 n Code I Made CMeria Creep Faclac 1.5 E Min Big Width Ran= - Bo1fiC 200 TCDL:4.2 Wf Bldg Cotler FBC2014 RES Max TC CSI: 0.870 Bear,G Fdpery=565psi. Load Dhe0w:1.25 BCDL:3.0 pal TPI Set 21007 Max BC CSI 0.353 Spaarg:24.0MFRS Paralial Dist:O to h/2 Rep Factors Used:Yes Max Web CSI:0.239Maximum Top Chi Foees Per Ply(Ii C&C Dist a:3.00 It FT/RT:30(Oy10(0) MiSpedBed Camber C avids Tem.Comp. Choms Tem.Cam, GCpi:0.10 Plate TWei A-B 24 -11 C-D 1 -2 Wind Duration:1.60 WAVE VIEW Ver:16.01.010531.12 B-C 128 -SBL Lumber Wind Value Sm:130(EBeduat 1n013) Wind loa]s wW reactors based on MWFRS. Maximum M Chnd Forces Par Ply(Ii Tap cboN 2x4 SP 02 Right end vertical not exposed to wind pressure. CMNS Tens.Con, CMids Tens. Comp. Big Mild 2x4 SP p2 G-F 52 -18 F-E 516 -100 Webs 2x4 SP p3 Atldlllonal Notes Lumber value set'I 3B'uses design values The overall leeight of this toss excluding overhang i5 Maximum Web Forces Per Ply(WQ appnved 1MM013 by ALSC 33-0. Webs TermCcenp, Webs Tem.Camp. Special Loede B-G 1N -519 C-E in -901 -(Lumber OudFac=1.25/Plata Dur.Fa =1.25) B-F an -84 D-E 28 -58 TC-From 54plfat -1.71m 54 prat 7.00 C-F 370 0 TC-Froth Mplfat 7.00 to 54 pal at 9.04 BC-Four 4oil at -1]1 to 4p8 at 0.00 BC-From 10 p8 at O00 to 1op8at 9.04 TC- 270 la Cwc.Load at 7,01 BC- 390 lb Comb.Load at 7.01 Plating Notes Plate positions wnsidn a 0.50 inch msot perimeter ad,dome . Philips In lieu W strucWral panels or dgid ceifeg use purlins W laterally brace cMNs as folloom Chum spoung(inad) Berlin) End(n) TC 24 -1]1 9.04 BC 100 0.00 904 Appy pWim to a,UwNs above on below Lain at 24'OC unless alersn rNriest.above. Hap9era l Tles (J)Hanger Sunni Required,binders NOTES: � f� t.TM1ls 111 iIt Ideas Lee lw asublem. Pcidn"I'm111"Iim x[wrprielrg any Wu dacirg.iMWe'isM1oulE Ee.in mryindynoss N amlii Na abbil plans Ewlrip ineralblon. Tg2ARn Toon,a W hoes bars,wran by Jae Apar TttAMPoy Randy Osterman. Foure Everimr R 17-inns N..1.717,11 stile by.Dust.5ube abz Jarkwmiue FL .1 1. TrueHouse NE'0W"lmays"aa'a P' ` oar6,Jacus.'°�Re""n4. APEX 65975 py:1 SEON:17993 T38 I HIPM STREITRESIDENCE-CUSTOM aty:] FROM. ORW: T0] Well SIS Me 1 _. D1nan 3 � 1113X4C � N m xR4X4a U1 1 T n t m I 18'1.2 E ` 85975Pyt SE ON:9987 I T23I MONO STREIT RESIDENCELUSTOIM Ory: t FROM: DRW: TOO 009,:Si.4lbs I ... 0I M17 q3' 9'0'8 8' 4'4.0 12 11 v 3X40 T .4X5 B as =4%5(R)A T 1E ,8,•2 F -5%7 IY5%)TRIO 13 4'0 4'3' 4'0 90'e LOaEmg"No"a"M Wind CrReM ow SnCri pi FSFI DeNCSICrIM1tla A Manhattan Reactions QW) TCLL: 20.00 Wintl SM: ASCE)-10 Pg:NA Cr NA CAT W PP Detledion in IOc Udsfl t/0 LOc R 1U !go I Rh I RL /W TCDL: 7.00 Speed:130 mph PI:NA Ce:NA VERT(LL): 0.037 E 999240 F 995 1310 I- I- I- 15.6 BCLL: 0.00 Enclosure:Closed Lu:NA Ca NA VERT(TL): 0.000 E 999180 D 1540 /505 /- /- I- I- SCOL 6.00 Risk Calegmy.Il Snow Duration:NA HORZ(LL):-0.0100 - - Wind readanne based oa MFRS Oen Ld: 32.00 EXP:C HORZ(TL)AD19 C - - F Min Srg Width Req= 1.5 NCBCLL:1090 Mean Height 15.00 fl Collet Nlsc CrNob Chad Faclp:1.5 D Min Big Width Rae= - Sofil: 2.00 TCDL:43 Pat Bldg Code:FDC W14 RES Max TC 031: 0.351 Beefing F Fu"M=565pl. LCW Du2lion'.1.25 BCDb 3.0 Pat TPI Set 2007 Max BC 031: 0.655 Mgylmum Top LMrtl Forces per Py(line) Spatinp:200' MFRS Perelll UaLOd N2 Rep FaGors Used Yes Max Web 031:0.371 Charles Tens.Comp. Chards Tare,Comp. CAC Dist a'.3.00 R ii 3goyl G(0) Mig Specified Camber. GCPi:0.10 Plate Type(s): A-B 601, -1336 B-C M -47 Wird Deal 1.60 WAVE VIEW Ver.16.01.01.0631.12 Lmrbar wind Maximom Bot Chard Forces Per Py(line) Value Sl:13B 1E0edrve Sli 3) Wind beds and reactions banned on MWFRS. CMds Tens.Comp. Counts Tana.Camp. Tap ahod 203P%2 Right and vertical not evposed N wird pressure. F-E ZI -0 E-D INS -585 Bot chi 2x0 3P SS Donald Webs 2x4 3P p3 AddRlonal Nobs Maximum Web Forces Per Ply(fid) Lumber value red'13B'uses design values The overall height W Nis truss excluding Dverbang is Wed, Tens.Comp. Webs Tena. Comp. approved 113012013 by ALSC 3-9-2. A-E M.1017B-D E47 -1335 SpeGal Loatle A-E 1 W&2 -588-503 C-D 67 -99 -(1mber Dur Fac.1.25/Plato DUCFx=t25) E-B tIX9 -201 TC-From 54 p9 at 0.00 to 54 pit at 9.04 BC-From 5pi st O.W to 500 9.04 BC- 97 Ib Cone.Lead at 1.65 BC- 161 to Conc.Loale at 3,65 BC-12(1610 Conc.Load at 5.56 DC- 534 to Canc.Loa!at 156 Plating Notes Plate positions consider 0.50 train tress perimeter edge distance. Pudins In I'reu of slruUural lanais or rigid ceiling use purlins W laterally Mace cMds as follase, Chard Spacing9noc) Shot(0) Eli TC 24 0.00 9.04 BC 100 000 9.04 Apply purlins m any cMNs above or belov,filters IN 24.00 unless Shown othewdse above. Hangers/Ties (J)Hanger Support Required by o0rers NOTES: '� t.m.armai:rel.umo.re�onel«Inuxum.<milhn.lm.luem.ao+�ma�rre rni.rmss aawry.irrswa ecsllDa. Nwda be o..a in««yurdwn wiN Na a�me.aww Fl.m eulr9 malaNa«. TV DanvaTao,75iP �ea5SIxensme«xI.ae,a2.1sx R �aH.ss.o.]sa,-.,.53u��FarL ,n.au�w.a,.J�Mnnwl.,F�>�2.-�..a2.�da APEX TrueHouse E No Made E No Sex.m FE NOB 1107 PSE o dross M975 Ply.t SEON:1]9561121/HIPS STRERRESIDENCE-CUSTOM py: t FROM: DRW'. T10 Wert 98.0Ibs 101120X] 4 89'2 2T 812 94 3 12 m5X5 v C_B6 T2 D Bs3%4 E 3X4-(8X8(••) A F 1 T a 0514(1) KO H 1 1 =axs =axB I �19'tz LM 11113X4 NIX R) 1H3%4 I13X8 R) 1'11'8 5.0.8 k Z4 524 1'11'8 4 1418 161 Leading CdMda 1m0 WW Criteria Smw CA (".psi) Oei CMeda ♦Maximum Reactions(Iba) TCLL 20.00 Wind SM: ASCE]-10 P8:NA Ct NA CAT:N Pp Deflection an Ira Udee L We R 11.1 I Rw /Rh I RL IW TCU: ]OO Speed: 130m0 Pit:NA Ce:NA VERTILL): 0.222 J 897 240 N 12061384 /- I- /- /5.5 BOLL 11.00 Enebass.Closed Lu:NA Ds:NA VERT(TLI: OAMJ 473 1% G 1206 /36a I- /- /- /- BCDL 5.00 Real,Calegwy:11 Snow Duspi NA HORZ(LLY 0.243G - - Wind reactions Cereal an MFRS Due Lai- EXP:C HORZ(TL):OA60G - - N WeBTWirth Req= 1.5 NCBCU 10.00 Mean Height ION It Code/Mbc 66Nde Creep Fx ..1.5 G Min Bq Width Req= - Sa6d: 2.00 TCDD 4.2 osf Bldg Cade:FBC 2014 RES Mev TC CSL 0.620 Bening N Fepeq=5651 Load Dunston:1.25 BCDL:3.0 pet TPI SN: 2007 Max Be CSI: Oglol Spady:24.0MFRS Pari Dist:0 to lug Rep Faders Used:Yes Max Web CSI:0.843 Maximum Top Chard Farces Per Ply gars) CBG Did e:3.006 "ART:wplyl OR) Mfg Baseball Camber. Chants Tans Comp. Chards Tens. Comp. GCpa:0.18 Plate T,al A-B 1M-3393 O-E 1174 -3206 Wind Ouratlnm 1.60 WAVE,HS VIEW Ver 16.01OHN3112 8-C 11]5-3]00 E-F 183 -300] Lumbar Pudlns C-O fl3 XEG Value SeL13B(EBeative Blff2ot3) In lieu of We l panels or Highs ceiling use pumns Top WON 2x4 SP Mi T2 Ad SP p2: to laterally b2ce Nont5 as fdlaxs: Maximum BM CMrd Forces Per Ply Obs) Bot Wont 2x4 SP g2:822x4 SP MJ0: OhoN Spedng(in m) Stert(11) EMIR) Chords Tens.Comp. Chants Tens.Comp. Webs 2o4SPp3 TC 24 ON 16.59 N-M 191 -G{ J-M Hap -13'S :W2W4,W10,W122x4SPQ: Be 22 0.00 1.01 Lumbervaluesst-138-useadesinvaluee Be 74 109 14,69 L-K 41M-1342 I-G 193 -0 9 Be 22 14]] 16.50 K-J 35�-118 appoveal ll3of20t3 by ALSC Apply purists to any chords some or Lelowtime Spedal Loads at 24'GC unless ammen admirers above. Maximum Web Forces Per Ply(lbs) -(Lumber DucFac.135/PIMe Du lies=1.25) Hangers l Ties Wart Ters.Comp. Wens Teas. Comp. TC-Fran Mp7 at 000 to So Ofot 7.00 (J)Hanger S,wm Required,by others A-N 351 -10]9 J-D 412 -99 TC-From 2]p8at ].00to 27pfM 9.58 A-L 3]31-1214 J-E 214 -585 TC-Fear 54 pith 9.58m 54pBat 16.58 Wind N-L Y2 -217 E-H w 0 Be-From tOpOM I'm to 10p0at 1.98 Wind loads and remmore based an MWFBS. L-M 3T 0 H-1 33 0 Be.From tUplfot 701 to 5pllat 9.57 F 3729 -1212 Be-From Sp11M ]141 to 5pd at 4.5] Additional Notes B-K 21155 -SB] H- BC-From 10 pit ah 9.51M 10pTat 14.83 G M1 -218 BC-Pram 10 pit at ad.63W7.01 .57 16.56 The Overall heiBMotthis Wuexdudlrg werheng is C-K 392 -94 F-G 351 -1014 T6176 he Cane.Lord at &n 9.5] 130, G-J B -9 TC- 176 he Core.Loa]at 723 Be. H1dCone.Lappla 01,9.5] Be. 0110 Conc.Lcatl at 7.29 Plating Notes (1)-platen so mmxed were sated using 0% Faonca0m Tolerance. 0 degrees Rdatlpal Tok2nee,enNer sem PosilioMrg Tolerance. ('-)2 pia i require Spatial positioning.Refer to soleal plate plot details br apenal pet ning requirements. Plane pasiigrtt wwdera ON mon truce Podmider doge allatance. NOTES: 1.lhie herr.isnWn,. lo.orminexm. erooll1.1doos xcmmlpn}vIB IMe Nes Jrvnrg.iMWe BL511d3. `\r aMi4NuaM l-ex,tlineMlhearNughlo lane M1eYg lluYllexm. Tg ynol gyrsaxtl5wa nvq vTd gyl FhnWCwgreSm. FbnNEPmer Ononesa No.]54]-1]455uMn Pork Cud,Steib.,JVFxnrila.I..six, S]W PEE eIGNOJanFi PE pnM.71457 JPE NoM1RaEPrMm4 APEX ueHouse PE No.M&i9 PE Na 58514 PE Na.]145] PE NO PAW 65975 Ply'.1 SEON:17525IT421COMN STREET RESIDENCE-CUSTOM on FROM: OflW: T11 W91:92A IUs / ... Ot/2N1] 83'6 169' 039 0'3.8 3 p C_5X5 0(R) 1113X4 Da3xal")a51Ea5x5T 6 =3x6 " LK 1113X4 (IR 1114X5(R) 1'11"0 6'a" 6'4' 1'119 1'11'8 0'3'8 109"0 169' Loading CtlleN 1psry Wind CXbNa Snow CtllnW IPoryin PSFI OaWCM CrItetla ♦Maximum Reactions(the) TCU. 2000 W and SM: ASCE 1-10 Pg:NA Or NA CAT:NA PP De0rworr In 10c Udef) IM Loc R 1U I Rw I Rh I RL IW TCDL: ].Ltl Speed 130 mph PF NA Ce;NA VERT(LL): SAW 9392a0 L 534 1171 1211 I- 118 15.5 BCLL: 0.00 Encloser:Closed Lu:NA Cs:NA VERT(TL): 02031 978 1% F 534 1171 1211 1- I. l- BCDL 5.00 Risk Category:It Snow Duration:NA HOR!(LL): 0.147 F - Wind reactions havered on MWFRS Dew Ld 32.00 EXP.C HORZ(TL);0102 F - L Min Bt9 W idlh Rep= 1.5 NCSCU_10.00 Mean Heighcl5.Wfl cose I Mi OMeda Cheep Factor 1.5 F Min Big WMthill Soffit 2,00 TCD.:42 per( BWg Code: FBC 2()14 RES Mev TC CSF pi Beefing L popery=565psi. Load Done. 1.25 BCOL:3.0 pelf TPI SM:2007 Max SC CSI: 0.975 Showing:24.0' MWFRS Parallel Dist:N2 W In Rep Factors Used:Was Max Web CSI:0.600NaturalTop Chord Frco Par Ply(lbs) C8C Dist a:10DIt ii30lQ(0) Ni SpecJeed Camper: Chortle Tens.eomp. Ch fids To.. Can, GC,*0.10 PWW Typal A-B ]9-AZ C-D 506 -116! Wind Dun0on:1.60 WAVE VIEW Ver:16.01.010531.12 B-C 506-1181 0-E ]BB -1P6 Lumber Additional Noble Value SO:13B(Effective 61112013) The overall mi this brows euludng oveMe,,. Maslmum BM Chord Forces Par Ply(the) Top chord 2x4 SP M2 3414. Chords Tens Coop. Chords Tette. Comp. Bot chortl 2x4 SP M2 L-K 9 -M I-G 1842 -830 Webs 2a4 SP AS J-1 1812 -830 H-F 93 -44 Lumber value set'136'uses design values approved IYJC@013 by ALSc Maximum Web Forces Per Ph,(Its) PNIIng Notes Webe Tetw.COmp' Wena Tens. Comp. (")2 patch)repuire special positioning.Refer to A-L 224 -48 I-D 400 -812 scaled plate plot names for special goersocitg A-J 169 -751 D-G 95 0 repsuporms. L.J 4B -116 G-H M 0 Plate whores consider a 0.50 inch Wsa penmeler J-K 3J 0G-E 1859 450 dge edistance. J-B 95 0 G-F 49 -105 B-1 400 -842 E-F M -4(i0 bodies C-1 251 0 In lieu of svucwral panels or bgM ceiling use perms 0latxaRy brace words as follows: Chord Spacing(in oc) Sal EM(IB TC 24 0.00 16.50 Ric 22 0.00 1.61 BC 91 109 1669 BC 22 1417 16.56 at Apply oc unless shown otheerway,or below Karen l TWs (J)Hanger Support Required,by others Wind WiM toaew base]on MFRS with Audit cave ember dasgn. NOTES: N) 1.lnrsdraecglsnolv.M ruywkrimltllntim.Mpane inmrsowne r ogre...JwAg..—SC.".. sMe M Jcoldln conpecon Mtn Ms arrhuculd pars dwing lnarchron. —^\ Tgi 2Mex Tecnsivions a rirumw tionne nM Too Ary,Jx TxAmWy llo,ihora Cw@cn mM1 aFlEr9nner, powe. o.15f1.nos 6opon spin,Crusuite QC Jaawmire.bl J2224-.y2L4M p M®ICNodcwsFiIsee,PENN P Prneson PE 1 JacpM4aENOMaM APEX TrueHouse PE No.W0.18 PE No.YSN PE No.11 P5] FENd.P019B 659]5Ply 1 SEGN:1P03/TS6I HIPM IT ESIDENCELUSTOM Cry'. 1 FROM: DRW: T12 Wgt9l.71. / ... 012N17 9'6" 15'10" =HC510 3 p C 193X4 D =w Bl« B 5X5 vaA TLJ T P I HG W F =4X4 1 1 =JX4 10'1'2 L JK 013Xd 80 IS 1114X5(R) 03X4 1'11'8 7B"B 5'1'8 1'2'0 1'11'0 9'8' id9.0 15'10 Loading Criteria grill Wind Criteria Smmv Chili ingot in Pact NNCSI Criteria A Maximum Reactions(lbs) TCLL: 20.OD Witco SIG ASCE7-10 P9:NA Ct NA CAT: PPDeMdianin beUdr, L/X Loc R /U /Rw /Rb /RL IW TCOL: 7.00 Spoed: 130 mph PF.M Ce:NA VERT(LL): 0.110 B 999 240 L 510 1151 /2001- 184 /5.5 BCI-: 0.00 Encieauer Closed Lu:NA Cali VERTITL): 0.212 B 897 1% E 510 1178 1200 I- I- L BCDL 5.00 Risk Category:11 Srow Duration:NA HORZ�LL):0.093 E - - WirvJ reactions based an MWFRS Der,Lid 32.00 E)(P:C HOSZITLY 0.118E - - L WnBg Width Rep= 1.5 Ni:10.00 Mean Height 15.00 it CaM I mi.CdloY Cdap Fmi l5 E Min Bq Wldlh Rap= SOMI; 2.00 TCDL:4.2 pm Bldg Code:FBC 2014 RES Mai CSI: 0.661 Bearing L FcWM=565psi. Load Duration:1.25 Si 3.0 p¢f TPI Sb: W07 MU SC CSI: 0.909 Spacing:24.0' MFRS Pa211el Dist:W2 b In Rap Factors Uaad:Yes Mev Web C51:0]50 MaaYam Top Chord Farces Per Ply glad CSC Dart e:3.00fl Iii 30g0YI Olt) Mfg SoaYFled Camber Chorda Tens.Comp. Chords Tens. Comp. GCpr0.18 Plate Tyye(s): A-B 949-1]61 C-D 6 -10 Wind Duration:1.60 WAVE,ITS VIEW Ver.16.01.01.0531.12 B-C 411 -939 Lumber Wind Value Set 13B(E6egive N12013) Wind bads based on"FRS wird additional CSC Muimum Bal Chord Forces Par Py(bs) Top cited yid SP 92 memberdesigo. Chorda Tew.Comp. Chords Tens. Comp. Bal chord 2x4 SP g2 Right end vertical rot exposed b seri pressure. L-K 94 -9 H-E 17 -18 Webs 2x4 SP AS WS 2x6 SP#2: J-1 )B]0-109T G-F 818 -418 Lumber value set'13F uses desigo values 1-G B31 -MO appmvetl 1,!02013 by ALSO Seeing Maximum Web Forces Per Ply Il s) (a)Continuous lateral raalrabt equally spaced on Web¢ Tens Comp. Webs Tens.Comp. ember. A-L 252 442 C-1 259 0 A-J IM -900 C-F 473 -9P Plating Notes L-J 0 -1(0 H-G 19 -4 (4,)-This plate version he buth loins anvaed. J-K J2 0 F-D 99 -152 Plate positions consider a 0.50 inch more perimeter J-B 112 -23 F-E Z'S -518 edge distance. B-1 69i-1076 Purlins In lieu of structural panels or ngid canfir,use Fames to laterally brace¢hams as Agmina: Chord Specinggnoc) Sbd(g) Eni TC 24 000 1503 BC 22 0.OD1.81 BC 77 1.09 1503 Apply putllns to any Gwrtls abuse or betrays fillers at 24'GC unless shown otherwise above. Hargan l Ties (J)Halder Support Required,by chance Additional Nob. The overall bright of bio hues excluding oueMe,is 3-108. NOTES: �f� .Wi¢Gampl¢ndwartienl Yom brielven Em.MEidarm¢4alson �r9a^p^B NIaWµNaairg,IMW¢EG511D3, .Wit as wE In wniunelianvnllr ihehressuson. olannte¢01d1an. TH p.Tw rcba,..T a.� .a, m ]� rcaB,Im.Rwa.Cw a m .WaaEng�. Surnmss Xa.]v]-4]45 amen Pan Coast.smile 40.Jaoleuudlb,FL thi-aos ayl tc a p 1E No.Koxbxvlti ArearyPE savi CereFB 14W Johnson,InoERurlaM APEX rue Ouse PE NO W6lB PE Nn.56514 PE No.714W Into.aO<W r 0975 'i,:;173 SE0N:1A10/T30l SPEC 3 ESIOENCE-CUSTOM Gty: t FROM: ORW: T13 9t 21i.]Ibs I ... 01120'1] z1a0 tna xa'o'9 ss2 a4d' i rstas sT sr 6'rt ac u saG N as. c 'o° T T T I for 5 R =gyp 0.a N LK Mra4%NRI T�fa1 MXS .5x5 �SxS �--xTP11 15T5------------a T TInve P .Ya I tzr 112' uG'6 5oa9 sT MJa Lading Croda lre0 VRM Cr0eXa Snow CrGXa(apMin P5F) DeMC51 CXbre ♦Maximum Raaotiona(Oa) TCL20.00 Wintl Std ASCE]-10 Pg:NA Ct NA CAT:NA PP Oe0c eGc u n In de, LIN Loc R /U law /RII I ftt /W L TOOL: LW Speed 130 mph K NA .Ce:NA VERT(LL): 0.101 S 999 284 U 1012 /301 12M /- 1101 135 BCLL: OW Enterable:Closed Lu:NA Cs:NA VERT(TL): O.l?06 S 999 204 O 1482 1473 1528 /- /- 158 BCDL: 500 Risk category:11 S.Dmafdn'.NA HORZ(LL):0.023 0 - - 1 417 /148 Itis l- l- I- DralLb: 32.W E%P:C HOR2(R):0.04]0 - - Wind mehorm based on Msi NCBCLL:10.00 Mean Negld,15.00 it COG I MMC Criteria Creep Factor.1.5 U Min Brg WitlNRep= 1.5 Soffd ZOO TCOL 4.2 psi BMR CWe: FBC N14 RES Mex TC CSI: 0.530 0 Min Bq WidO Req= 1.5 Load Duration:1.25 BCDL:3.0 psi TPI Std:2007 Max Be CSI: 0.993 1 Min Br WitlJnReq= - Spacing:24.0 Mai PerellelDIM:N2b11 Rep Fadws Used yea Max Web CSI:0611 Bearings U 8 O'camp=565pa1. CBC DIM a:3.05fl FansTyp y10(0) Mfg Seed6etl Camber: Maximum Top Chord FOryaa Per Py)Ida) GCp:0.1. Plate Typga): Chorda Tem.Comp. Cramps Tens. Camp. Wind Du2tIMa60 WAVE VIEW Ver.1fi.01.Otp531.12 Lumbar PDXins A-B 59]-1832 E-F 319 -&B B-C BID-10]4 F-H 230 -533 Value Bad 13B P M-Sve 4.IS ) he Iteu d Mmdorol pa6Ne full"L miling use Wtlins C-D 351-1189 G-H 1 -5 fa lefemlty data dprtla c) bllmvs: Tap NDN 2x4 SP M-W:T0.T52x4 SP X2: D-E 241 -100 BN NON 2x4350 M-30:83.042x4550 p2: CIKKa Spacing(in Oc) 51arf(fl) EMIfl) Webs 2x4 SP p3 W2.INS ad SP 92: TC 24 0SO 39.50 W 152rB SP X2: Be 115 O W 23.85 Maximum Bot con, FoCl a Per Pty(ide) Be 75 23,86 39.00 CMNs Tem.Crmp. GboNe Tena. Comp. Lumbervalue1u0sai 30"uses design values Apply Cle buts showns above orove, (Jeers approved l/3N2013 by ALSO a124'OC unless spawn WM1erwlae above. U-T 51 -iW P-N 01 -246 T-S 1931 -615 N-M 802 -29 (a)Clrg H)Hanxi Suphim B-R 1M -� M-K 10] -251 membellnuaus lateral resbeinl eeually spaced on (J)Harger Support Required by others R-0 1145 -3B L-I 2 -8 ember. 0-0 0 0 N-J 481 -218 Wintl 6T. Load.Lumber Wiry loods No!valise Mipsed Maximum Webrap. Pre Ply(0.n) --IWmber DUCFac=1.251Plate Our.Fac=135) RigM1teM vaXical not exposed to wind pressure. Webs Tens.Canp. Webs Tena.Comp. TC-Fran Sitpit at 0.00 in 54Pi 7.00 TGSo of From 54 of At i.Wb 54 Ppit atHM W67 AtltllWnel Nates A-U 315 -976 P-E 3M -M5 TC-From 54 of at 13.48 to So UPUM 30.17 A-T 196 -550 E-N 158 -510 TG From 54 pit a1 30.167 to7W 541Mn 35.50 4_4 Overall height of his turas exdutling werFang is B-T I& -142 N-F IN -250 T6 From 54 pitW 30.00W 51 of a1 39.00 1-4-0. S-3 16] -208 F-M iW -432 Be.From 10 pitm O.00 to tO of at 1253 S-C 140 -20 G-M 232 -41 BC-Fran 10 pit a1 12.69 to 10 pit at 25.63 C-R 298 -810 G-J 316 -531 BC-Fran 110 0pi 3829 to tOpMal 38 N29 R.O 0.g 41 L-K 50 0 BC-Fran 10plal 3829 to 10pfla1 3921 TC-Fran tont.a1 342116 tOptt el 39.50 O-0 582-1522 J-H M -191 TG 991b Com.Load at 6.97 O-P 3M -]Zi J-I Et -400 BG 28810 Corm.Loatl at 696 Plot,No. All plates are Us exeepl as noted. Plate positions consider a 0.50 inch truss perimeter .go distance. NOTES: / ) 1.Tnis rs`2 nm 5uMxm Wmerw lmr+ueum. nMirgnslirehuclmn:xcmnwanNne a'✓aw..aaMno.ia�'�aF4 r.m.1// xwwe gov,aXonH�.ria,.:u lrearmmwuns den:wary immixon. z.A,TxAnaoey a r founi name wmea In,as Rpm TMmlomr mc.Flwiaa capallon. aaaae F^ammr .-n-N.7507-4141 ni 1wil C6ut nsis 402 vivirs lie.It 3x9.-9J1.axt.52W APEX TrueHouse NSM„Iwh Nnrb pre.5si of No":57y m,seli�. a 65 ]5 Ply.t SEOR 1T09/T2]ISPEC R RESIDENCE-CUSTOM Dly. 1 FROM: ORW: T15 Wgt 214.2 lips / ... 0i 9 mor 24V2 9TB• 3]R' 9Pa' .5X5 3l� aH0510 a5X5 a4%J F G B C p E T TI Is a4MA p o 1.5 aadyL =ix4 J.Sxs aaxe aaxH • 2rtttz IST4- j P r4's rare eve al" a' te'4re zrr a 4 see' Loaling CAy1a nom Wind Camara Sr.CIXBNB IPsR PSF) DabCSICNMBa •Maaimum Resct Orm(Ibs) TCLL: 20.Op Wind Sld: ASCE]-10 Pg:NA Ct NA CAT:NA PP Deflecmxn in Ioc iJdefl iJ& Loc R I U /Rw Inn I RL 1W TCDL: LOO Speed:131)mph PI:NA Ce:NA VERT(Lq: 0.066 B 999 261 M M9 1200 /2W /- 1119 13.5 SCU- 0.00 Enclosure:Closed Lu:NA Cs:NA VERTQL): 0.1368 999 2B4 J 1543 /507 /601 /- /- ISS BCDL 5 O Risk Calori 11 Si Dumiion:NA HORZ(LL):0.014) - - H 420 /116 1135 /- /- I- Des Ld: 32.0p E%P:C HOR2ITL):0.029 J - - Wind sectors based on MFRS NCBCLL:10.W Mean Height 15-0011 Code/Milo Crlti Chap Factor.1.5 M Min Brg Width Rap= 1.5 Split 2.00 TCDL:4.2 par &pig Code: FBC2014RES Max TCCSI: G.W3 J Min BmWidMReq= 1.6 Laed Duration:125 BCDL 3.0 psl TPI Sid:2007 Max BC CBI: 0.692 H Min Bq Width Rd1= Spetirg:24A MFRS Pahll&Dist:e to N2 Rep Factors Used:Yea Max Web CSI:0.60 Bearings M&J Fcwh=505p 1. C&C Dial a'.3.95 fl FT/RT:301 a0) Mag Spatifled Camber GCpi:0.16 Plate TyFels): Maxinum Tep Chortl Forces Per Ply(11m) ,Wind Duani0n:1.60 1 WAVE,HS VIEW Vw,1601.O1 W31.12 Chords Tew.Cpmp. Chords Tena.Camp. Lumber A&tlmowl Notes A-B 472 -1109 D-E 117 -464 Value Set 136(Effective&112013) The overall height of Me Pun excluding ovearrml9 is B-C 29 -79 E-F 175 -561 Topchord A4 SP NiT32x4 SP M-30: a1pa. C-D 336 -311 F-G 0 0 But Bm chord 2a4 SP M2 Webs 2rASP&3 Chords Maximum got Comp. Forces Par Py(I. Lumber value set 013by'uses rias lues M-L Tem.CO194 J-1 Tena.Comm. design va approvetl tYlp2p13 by ALSC M-L � -191 J-I 210 -SBS Broclrp L-K 11M -562 1-H 1R -66 K-J Ire -3 ) meOentinupw aaierM reclaim equaaay spacetl on mamba-. Maximum Web Fohn Per Ply(Ii Platlng Notes Welu TanSComp. Were Taw. Cony. Plane posters consider a 0.50 inch lhw perimeter A-M 312 -69 J-D 446 -633 edge Aster, A-L 103 -375 D-I 91k, -422 Funis B-L 1w -45 1-E 314 -533 B-K M -453 I-F 489 -141 In lieu Or structural panels cright ceiling we unirs K-C 329 -70 F-H 1&9 -379 to letOally brace chorda as fellows: C-J 646-1459 G-H 46 -61 Chord SpWnglin co) Starry) Erni TC 24 p.W 39.50 BC 75 0.0 3950 Apply stains to any crones abwe or below flims at 24'OC unless shown otherwise above. Hansen l TMs U)HangerSupwd Required,byomers Wind Wind loader based on MFRS with additional UC emberdesign. Right and vediwa not examod to wind pressure. NOTES: ITIdliax n"OnTpan13me10-inanslle4on. PMisonal inahuctigsxwmpenynB llwe lrre¢4raMrg,iMu1 BC511N, J4t .anryMim man the artlnsonsi trans dwrg iwtallatim Tg aMMM 2.a,.Taw„bots--l-name-1.1Iss pa T.Are6,ylna,.Iwaate,nra6m 6or4aEn,- Bnaba..a NO.7sh-4745 sumo pan cow,swot 4B1,Jaix-R.PL az24-Bte2l szab ••O MiNmIGK¢nw.aai AMry p�rnacn 0.M 871457 JdyNO anu PMan4 APEX TrueHouse pE 1L 6wJa EHo 58544 PE No 7L9 PE Ib EwBa a 65975 Ply:I SEON:1]744/T63IHIPM STREIT RESIDENGECUSTOM Qty: 1 FROM: DRW: T16 W,t'.80.2 as / ... 012W17 59' tt' 15'11• 12 r 5.6• 5.6• 4.11• 3 1 C-4X4 w3%4 0 13X48 for el T 11x12 G 13X4 E 13M D%0 =3X4 —125'6 35'8—� 59• 69'12 __ 3F4 tYY12 15'11' Loading CrIteme me0 Wine Cribra Snow Ctl Mgo,le In P6F3 DaNOSI Cr M. A Maximum Rax0ona(iM) TCLL 20.00 W Ind SM: ASCE7.10 Pg:NA Gh NA CAT:NA PP Deuterium In Ix Ude6 t/N Loo R /U I Rw I Rh I RL 1W TOOL: 7.00 Speed! 130mph Film C :NA VERT(LL): 0.018 B M 240 H 380 /97 /145 I- 197 13.5 BCLL: O60 Enclosure:Geed Wb NA iM VERT(R): 0.0368 999180 F Nor /235 120] /- 1- 156 BCDL SW RIN Category:11 S.Down.:NA 1102(!-Q:-0.004C - - Wind wartime paseE on MWFRS Due L0: 3 W EXP:C HORZ(ni0.010 C - H Min BM WNM Req v 1.5 NOBCLL:10.00 Mean Heigh:15.00 It Ca lmiscCMada Creep Faclpr.1.5 F Min Brg Width Fast= 1.5 SothL 2110 TCDL:42 psI BMg Godo:FBC 2014 RES Max TCCSI: 0408 Beadi H&F Fixurp 565gsi. Load Dubtica:125 BCOL:30 esf TPI Std 2007 Max BCCBI: 0.274 Maximum Tap LhoM Foms Por Py(roc) Beating:246- MFRS Parallel Dist W to h Rep Fedors Used Yes Max Web CSk 0.242 Maxim mTopChon Chorda Dn5.Oomp. C&C Dist a:30gfl FTrRT:3010Y1 (0) Mfg Speoffiad Camber. Chourds GC,'.D.18 Plate TypaW)'. A-B 1M -5& C-o 132 .115 Wind Duration 1,60 WAVE VIEW Ver:16.01.01.053112 B-C 226 -95 Lumbar Maximum Bel Forcent Par Py Valu,Set:13B(Eblv &lnCI3) Crude TeraComp. Chords Time. Comp. Top dwN 2x4 SP M2 But Webs 2tl SP p2 H-G 9 -125 F-E 8 -5 Webs 2x4 SP p3 G-F 73 -69 Lumber value out'I3W uses design values approved 113W2013 by ALSC Maximum Web POW.Par Pit(11m) Wets Ten IZinir . Webs Time Comp. Pial Noun POW positions Wonder a(l50 incl,Wss perimeter A-H 155 -35] C-F 303 -479 edge dustance. A-G 509 -114 F-o in -M B-G 225 -3&9 D-E 65 -4 PUNIne G-C 561 -274 In lieu W strucNal panels or rigid ceiling use purlins to Isterelly brace chpms as folbws'. Cmd Simax,ginoc) Stmhlb Endo) TC 24 0.00 1592 BC 75 000 15.92 ApplypurlinsWany Uw abm'aarbeb fillers at 24'QC unless shown dtheMn abme. Wind Wind batls based on MW FRS with add6oral C&C emberdeagn. Right end vedibal not exposed to wind pressure. Right cantilever is exposed to wind Additional Naas The ovebll height of this truss excluding oveTarg is 4-3-0. NOTES: f '.Thisnmy Ois cal"Ialm""'Nolatim .PMIIIore1v2Wctimnxmmpenying lNsnw OmrinAindWe BG511A3. 1 H� shown a.4ln odwn11. buhisoureno-door,-11ieo 'sol ar 2sou Twories,airs,,amoned,byJn4 ,.Te,volmob.piN bvPwalbeboom romeer .,.W.I., 4]a56uloul,Cw4.6aie4d2.WrionvalefLa2224.sur siIii. APEX NE='. itlu,IGNOLcusFi Jeflrry IWO p,reF B71457 JPE No.naEFOM,M TrueHouse E Na.WB]A PE N¢5&Si< PE No]145] PE No.aMBA 65975 i". y'1 SEpN;1T]4)IT62/HIPM STREIT RESIDENCE-CUSTOM Oy: t FROM: DRW: T1) Wgt92.41bs l ._ 012DI17 6Tt2 IT 15tP srtz a,. rff• C-41 Thai D 3 ter T syWB .1N A 9 1 or NE 1131 125'8 TVs 44Y 5'10'8 Sark F4 trriz 1511• "ding CmerM da0 Wind Cd da SD;;CMsont of.FBF) DWIROM Cr&eNe &Mvmum leeaxllns Rbs) TCLL 20.00 Who SM; ASCE7-10 P9:NA Cl:NA CAT:No PP Uenecdgn In be Uden L/IF Loc R 1U III /Rh I RL IW TCDL T.W Speed IW mph or.NA Ce:NA VERT(UL): 0.014B 999240 H 380 191 /145 I- /115 /3.5 BCLL: GAD Enclosure:Closed Lu:NA Co:NA VERT(TL): 0.030 B 999 180 F NO 1215 1289 I- I- /5.5 SCDL: S.OD Risk Cate¢ryal Sa.Duratlm:NA HORZhU-): 0.003D - - Wind Raction5 basad On MWFRS Des Ld: 32W ED(P:C HORZ(TL):-0.007D - - H Mm Bg Wklth Reg= 1.5 NCBCLL:I0.00 Mean Height 15.00 R Cade I MMC CHWW Creep Fewer.lS F Min Big Width Reg= 1.5 Soffit 2.0D TOOL:4.2 prof Bldg Cotle: FBC2014RES Max TCCSI: 0.885 Bwiiigs H&F Fcperp=565,l Load Duration 125 BGDL:3.0 psi TPI SIT 2W) Max BC CSI: D.293 Spack,24b• MFRS Parallel DIM:y2 to h Rep Fadm Used Yes Max Web C51:D.W2 McTJmum Top Chert Fo kaa Per Py(lbs) C&CDleta.3.008 FT1HT:30(Ol Mfg Speufied Gmbec CfpMS Tere.Comp. Glands Tens.Comp. GC'..018 Plate Ti A-B 122 -ST) C 0 0 Wind Duration:1.60 WAVE VIEW Ver.16.01.0L0531.12 B-C 19 -147 Lumber Value Set 13B(Efh ive S/12013) Maximum But Ohl Forces Par Ply(the) Top Mixed 2x4 SP 92 OMNS Tew.Camp. Clgids To.. Comp. Bat chond alt SP d2 Webs 2x4 SP d3 H-G CD -150 F-E 55 -an G-F 4119 -214 Lunbervela s013 'uses tlesign values appaMvipp2013thyby ALSC Maximum Web Fortune Per Py(105) Plating NWn Webs Tere.C., Wert Tens,Cwnp. Plan positions considers 0.501 agh Met pwimeer A-H 148 -352 F-C 2l8 -349 edge distri A-G 400 -87 C-E 009 -101 Purlins G-B 151 -21 D-E 60 -A B-F 311 -W In lieu of sliu decal panels or night selling use purees to laterally brace cMrcs,as folbws: Ch." pac Siig(in ac) 3tan(fl) EMIR) TC 24 000 1592 BC 75 0.00 15.92 Apply punas to my Monde stave or ba11911en at 24.OC unless shorn otherwise above. Wind Wind loans lased on MFRS with additional C&O nrember tleS.M. Right end verbal iwt exposed Ira wind pressure. Right tandlever is exonsed to mind Additional NONs The ovemll height of this tyros excluding overhang Is 4-90. NOTES: in .Th4 W amad is nor—mlymebr iritenlim.MOifmllg,nslaW'w amnWnyinp lMS lrvsstlrenp,irctde 50511-0], Nuap a IM in xasked n with ml i ilMUN plana Euinq InsIeIM'on. Tg d d 9 e, er,re �m T d „lp lm. d c�m re FHdm"i�m Bwire s No.1.1 4145.r....d.aut.wz,].plmoni rt]Mk.931.aRi.521 PFNo, N0Da.+sFi pa.yPPmemn of xr,t.Lmy JpE..4 Sia. M APEX rueHouse PE NO EWle pE Na 5844 pE Na 1119 PE Np eWW 65975 Py1SEON:17749 I T50 I HIPM STREIT RESIDENCE-CUSTOM Oy: 1 FROM: DRW: T18 Wgt 9391bs I ... 012t17 iT13 15' IS'11' � ]T13 ObN ayWC D ] tp T /]X.a i$.P �iPl D ay a 11]l:( a9U. aye. �t39e 332—� i'd'. + .'10'0 3Y4 )Y 4Y'2 15'1T Loading CHnda tm0 Wind Cmilla Snow CrNMaftli psFlL SICHROM ♦MexYnum Roxibn,(Iba) TCLL: 20.00 Wind Sb: ASCE7-10 P9:NA Ob NA CAT:N lec9pnln be t/de8 t/X Lice, R /U IRw /Rb IRL IW TCDL: 7.00 Speed: 130 mph PF.NA Ce:NA LL): 0.012 G ?N 240 H 380 /83 1106 /- /113 /3.3 BOLL: 0.00 Enclosure:Gored Lu:NA Cs:NA L): 0.025 G 999 1 W F 667 /182 1248 / 5BCDL: 5.00 RW Cabtgay:Il Slow Duration:NA LL):-0.0050 - Wind reactions basd on MWFRS D.Ld: 32.W EXP:C TL):-0.0100 - - H Min Big Wlddth Req= 1.5 NCBCLL 10.00 Mean Haght:15.00 fl Coda I mi.Crearls Factor.l9 F Min Big W Mtll Req= 1.5 Selyd 2.00 TOOL:C2 psi BldgCode FBC2014RES CSI: 0.923 Bearings H E F F yep=565pi. Load Dumb. 135 BCDL:3.0 pat TPI SM: 2007 C CSI: 0.393SpWc,:240' MWFRS Parell&DISI:1110211 Rap Factors Used:Yes eb CSI:0A20 Matlmum Top Cbard Fomae Per Py(be) CBC Dist a:300ft FTIRT:3D(Oyl 0(0) ecgmd Camber. Chamer Tand.Comp. Chords TOM.Camp. GCpi:018 Plata Treats): A-B SO -502 C-D 0 0 WIId Dual 1.60 WAVE Ver 16,01.01.0331.12 B-C AS -118 Umber Mandate.Bol Chord Fomaa Per Py QiVNue Sm:13B(ERegrve N1(1013) Top cMN2x4 SP 92 CMNS Tenc.Comp. Claude Teres. Canp. BM Mad 2x4 SP g2 H-G 00 -174 F-E 9 -13 Webs 2"So p3 G-F H7 -201 Wmbervalue sM'13B'uses assign values apllrmand 13012013 by ALSC Maxlmum Web Fomm Per Prr(Ms) Finding Notes Webs Tens.Com, Web, Tena. Corp. Plate positions consider a 0.50 inch tress perimeter A-H 149 -347 F-C 247 .313 arm distance. A-G 400 -32 C-E 70 -50 G-B 180 0 O-E 18 -24 Pebble D-F 329 -665 In lieu of ul ucNnal hands or rgid ceiling use purlins to laterally brace Wrffi as follows: Chord Spatingpn ob) Start(fl) Estill) TC 24 Ong 1592 BC 75 0.00 1592 Apply purirm W any Monte above or below fillers at 24'OC unless shown examine above. Wind WiM loads based on MW FRS with additional C8C ember design. Right end verliwl rat eryceed A wind pressure. Right cantilever is expased to wind Additional Nota The overall height older Wss excluding cverbang'a 6,3 0. NOTES: I 1.rim Em in rM sair—t aces bin weishon ext—tions—per,NS Wn 0r,iMWe arm 1-03. LIsembewb of In¢niuntlbn rv.NIN wcNlelaM pWns Junnp'mStellMion. TVi 2,Aper,TertimbWwa surws nww wino by es Me.TxAMWy lrw.Flunm expansion FIonW E^9nser R Berne::Ni 7.1 170 sWtn 1.Corn.now 003,aauunMe.0.3xirl saw.1 S30p APEX MNmIGNOEcwe ]elM1ey I.— .13 t Wray elite E flwb1d TrueHouse FE lb.60039 PE No NxV. FE Hit.110.57 0.mirs 65975 PIy1 SOON:17828IT481MONO STREIT RESIDENCELUSTOM Oly.4 FROM: DRW: T19 grip 91.0 Ibs I ... 01(1N1] as '14 fiV10 3G'0 13 ° d 12 w�O asks P3YAA 9 1 101'3 G w E k1W =3YA w3. RSR sera fiw0 1 BVa Y1p � 6' 1Y1' 1311' Leading Conaria mm Wind Chisels Snow Criteria(Beef in Pi DeIUC9l CrlLLrla ♦Maxlenum Reactions(UN) TCLL: 20.00 Wini ASOE740 Pg i NA CI:NA CAT NA PP Oeflectloo In los L/M8 LM Loc R /U /Rw light /RL IW TCDL: 7.00 Speed 130 mph PL RA Ce:NA VERT(LL): 0.0148 999 240 H 374 156 /1411- 1120 135 BCLL 0.00 Enclosure:Cloned Lm NA Cs:NA VERT(TL): 0.029 B 999 180 F 676 1170 /241 /- I- 15.5 BCDL: 5.00 Risk Calendar,11 Snow Duration:NA HORZ(LL):ADU0 - - Wind machona Eased on MFRS Des LE: 32.00 EVC HORZ(TLk-0.009D - - H Min Big Width Reg= 1.5 NCBOLL:10.00 Mean Melghh 15.008 Cors l Msc Cdtada Creep Factor.1.5 F Mm Big Width Ren,= 1.5 Soffit: 2.00 TCDL:41 pat Bldg Coda:FBC 2014 RES MUTCCSI: 0.520 Bwnlgs H 6 F Flat,=501. Load Duraepn:115 BCDL:3.0 psi TPI Sid W07 Max BC CSI: 0.282 Spaclrg:24.0• MWFRS Parallel Dill:IF to 2h Rep Factors Land:Tea Max Web OSI:0.463Middlemen Top Centel Forces Per PlygIw) CBC DIst a:3 W ft FTIRT:30(QV1a0) Mfg Swapped Camber: ChONa Tan3.Comp. CMNS Tem. Cwnp. GCpi:GAB Plate Type(s): A-B 101 -519 C-D 2D -32 Wind Duration:1.60 WAVE VIEW Ver.16.01.01.0531.12 B-C im -189 Lumber Vela Set:13B(Elleamse 61112013) Mulmum BW Chard Forces Per Ply gi chard roh 2x4 SP M2 Cewds Tens.Com, Clvtls Tens.Corn, Bmd1MJ2x4SP42 H-G 33 -176 F-E S3 -78 Webs 2x4 SP IS G-F 4T1 -Mil Lumber value set'I SW uses design values approved 13 13 by ALSO Maximum Web Farces Per Ply(Ibs) Plating Notes Webs ToreCpmp, Webs Tens.Camp. Plate positions consider a 050 inch truss perimeter A-H 140 -318 F-C 316 -379 nonadherence. A-G 418 -44 C-E 121 -14 Portion, G-B 149 -23 D-E fit -81 B-F 276 -554 In lieu of ermtural panels iii wiling use penins to Ialerally Waw Cho ds as hilluws: CMC Spacini w) Same) Enchn TC 24 LOT 1552 BC 75 000 15.92 Apply purlins many chortle above or below filters at 24'OC unless sham where as above. Wind Wind loads based on MFRS with additional UC embertlesidn. Right i venial not eapased to wind pressure. Night carnieveh is eapwed to wind Additional Nose The owmal height of IMs tmss emludirg overharg is 55-12. NOTES: r 1.T"I"ing ieMwlApenl almeldinsleletiw.AJtllliorelinsirvction saomWnyy Nia1w54mnry.irtlubaC011L3. LOIJ In wed in mymLybnwM Its arcAllMurtl plans JunnB Imielltlion TH 1a .T.mrel� ni yi,as .nim.-1.11.N,TimnN� Burns PIar4aEra.ew W,:ress Nn.]sn.4]Os sworn Pan cow,s,ne 403.Jacki ius,0 MN-w4 azi sop p MkhaNGNatlorrsd PEN PPmssm Culm. ma 141n Jf`p Nh ti EPOMenO APEX rue nese PE Po.BW39 ENo.5a544 PE Na.]LS] PE Na OMW M975 Plyt Sl 1 1]112 /1101MONO STREIT RESIDENCELUSTOM Day FROM: DRW: T30 Wgf.]0.0Ithe I ... 01/20117 648 1P5'8 Si St. n z4G T 3p in %4B C• g3XaA T 1 W-17- F E D IIICXS re: Il3XMR) 6I' 6'4.8 6Y' 1rr6 Loading Crtieol lm0 wine Carl SnowCrIl(ftora III D.NCSICrItd. ♦Maximum Reactions(IN) TCLU 20.00 Wind SM: ASCEMID Pg:NA Chun CAT:141 PP DeMoial in leo UNA Lis Loc R IU time IRII IRL IW TCDL: 7.00 Speed'.130 mph PI:NA Ce:Not VERT(LL): 0.018 B all 240 F 401 /IN 11M 1- 1110 13.5 KILL: 0.00 Endosure:Capped Lu:NA Cs'.NA VERTQL): 0.0348 9991N D 401 /151 11% 1- 1- 15.5 BCOL 5.00 RIM Cmegcry:Il Snmv Damon,NA HOR2(LL):4004C - - WiM reactions basal on MFRS Des Ld 32.00 EXP:C HOR Tl-)A.00]O - - F Who B,g Width Rep= 1.5 NCBCLL:10.00 Mean Height 15.00 R Code I III Cdteda Creep Fadtp 1S D Mln Bq Widm Rep= 1.5 SOI6C 200 TCM:4,2 put Bbig Cotle: FBC2014 RES Ma TOCSI: 0.616 BMnngs F 80 Foperp=565psi. Load Dure5ca:1.25 BC[i 3.0 Psf TPI SW: 2007 Max BC C51: 0A24 Maximum Tap Chortl Forces Par Py pbei So., .24.0' MFRS PereIlel Dist:O 111 Rep Fadcrs Used:Yes Mm Web CSI:0.508 Maxim Terni Famous CharrTens.Comp. CBC Dan a:3.00fl FT/RT:30(OytO(0) Mig Specified Camber. Chonals GGpI:0AS Plate Typei A-B 336 -594 B-C 31 -59 WIN Dalai 1.60 WAVE VIEW Ver 16.01.01053112 Lumber Maximum Bat Cbwl Fpraes Per Py(Ibs) Value Sec 13B(Egedive 6I Chums TMoCOmp. CInNs Tem. Comp. Top chool 2x4 SPI F-E 31 -233 E-D 548 -4T5 One chord 2x4 SP 02 Webs 2x4 SP g3 Maximum Web Forces Per Ply jibs) Lumber value No'13W uses assign values Were Tem.Comp. WeM Tens.Camp. approved 113012013 W ALSO A-F 314 -376 B-D 522 -IM Rating Noma A-E 5D -251 C-D 1119 -128 PWM poaltlans consider is 0.50 inch Was perimeter E-B to -29 edge llislance. Fallen In lieu of gradual panels or ngil ceiling use pudins m lalerelly baca chords es billows: Cham Spool ac) Sell End18) TC 24 0.00 12.48 BG 120 0.00 12.46 Apply pudins to any choice above or name fillers at 2P OC unless shown mneneise above. Wind Wird loads basetl on MWFRS with National WG ember design. Right eM initial not egloeed to wird pressure. Additional NOM The mremll height of this Wss excl Wing involving Is 4-]s. NOTES: (TO ` Tlixtlmrvireic,nermalcna,minamllnal AWlticnd F:eugamor, pemiM mewu M1aciM.IrtlWa9Csl ors. 1r// \\r mowaum,..l in�V,kuen.;In ln.a,m�renvel pum amm maelaan. ].Ares.Tefirdryy as Mhoor...—so ey Ja Aper Tatlourpor i Firms Cores— I'll Eyinm, Buamo Nn.TNI-.].Ssu,bn PoM1 CouR SaI,e 403,JackwnMla FL J3II..9M.8],5]Ip APEX MrAmIGNotvntlJul FFZPPmesan DenkB aL,my JIFOmlrevery tl TrueHouse PE Na.ape3a FE Na saS„ FL Na I,.�l FE IN, 6N9a 65975 Ply.tSEON:1)93)1 T41/COMN RESIDENCE-CUSTOM My. ) FROM: DRW: ttt WBC 154.0 Iba I ._ 01ITN1] IN •v pu T I 1 �P Leadia9 CrllaN lmO Wait Crltaia Saow CH ,r (ft.Fix.P311 DaWCSICftd. ♦Maximum ReMUMS(Iba) TCLL 2080 Wind SILL ASCE7-10 Pg:NA CI:NA CAT:N PP Delledoon in loo Udefl 1.M Loc R /U I Rw I Rh /RL /W TCDL: ).W Speed 130 mph PI:NA Ce:NA VERT(LL): 0.0138 999 240 H W7 1134 1228 /- 11M /- BCLL O.W Enclosure:Clwed I.u:NA C :NA VERT(rL): 0.022IS 999 186 E IN 192 1218 /- /- /- BODL: Soo RiSk Crummy:11 Smw Juefil H0RZ(LLy4002A - Wind reactions based an MFRS Des L@ 32.W EXP:e HORZ(TL):-0.WSA - - H Min Bq WMth Ran= - NCBCU10.00 Mason Height:19.29 R Coda/falseCrtteria Cad,Faget tS E Min B,Witltin Req= - S eta: 2.00 TCM:C2 paf BMg CDM:FBC 2014 RES Max TO CSI: 0.462 Load Duration 1.25 BCDL 3.0 Pat TPI SIE:200) Max BC CSI: 0.370 Maximum Top Chord Forwa Per Ply gbsf 3paang:24.0MFRS Parallel that h W 2h Rep FaMm USM:Yea Max Web CSI:0.625 CMNe Tme.Com, ChaNS Tens,Comp. CBC OiN a:3.00R FTIRT:W(Oy10(0) Mg SpasiDed Camber: A-B 119 -2)2 C-D 100 359 GCpi:0.18 P"m Tyya(s): B-C 1& -191 Wind Duration:180 WAVE VIEW Ver:16.01.01.0531.12 Lumber Han9ms"as Maximum Bet Chord Forus Per Ply(the) � Value Sat:130 Effiedfive 611=13) Recmnm nded hanger corrections am based on Chorda Tens Comp. Claude Tena. Comp. Top chwtl 2x4 SP p2 mandwel tested caWatles,and calculations. H-G 1M -87 F-E 0 0 Bot chord 2x4 SP S2 CMtltiions may exist that remtira EMerent G-F 252 -5) Webs 24 3P p3 mretllon5 than indical Refer to manufacturer Lumbervalue set 1313'uses design values WMitstion for atldiliorel infomution. approved ln=Ol 3 by ALSO (J)Hanger Support Required,by others Maximum Web Fwcaa Per PWlbs) Bearing H (0',10'1.2)HTU26 Webs Tens CDmp. Webs Tens.CDm, Bpcing Supperling Member(1)2x01 SP SS pine (20)0.148'x3'nails into supporting A-H M -W) C-F 115 -115 membetinuous lateral reslraim equally spacetlm memo, A-G 0.51 -i6) F-D 414 -91 m (11)(1.14811.5-mis ImesuppoMd B-G 135 -W5 D-E 29 -616 Plating Notes member. G-C ad -156 Plate exp orts consitlern 0.501mM1 Irvas perimeter WinE an,diomine. Wind batls based on MWFRS with ad9fimul C C Purine emberdesign. In lieu of sWqural panels or ngiE ceiling use Wons End.11.1.not exposed to rind pres8un. W latemlry brace dwNs as klloy, Chord Entai oc) Stargo EM(R1 TC24 ow 15,76 BC 120 O.W 15.)5 Apply purlins to any Chords above w below fillers at".00 unlms Sr.otherwise above. L adhg Truss"SSW fmck for 20 mf additional WBwn Chord live load In areas nim 42-high x 24'yAde dlmha r Addie al Nods The overall height of the Wss wrdudirg oveme,is 11-0-0. NOTES: I.M¢traw•IpiaMarficenl ebne brin¢Iyla4m.Atl5timNin¢ewliansxWmpanyFB IMS Nua Jrawrp,irtlltle8C511p3, Tia WwNMiaeCin mryntlian mlM1 Ne emliilMwN Dlerc Junrg in¢lyylicn. Try 2M.TM1-11--tomweOwes wme4 py Jax Apex TMMcgF Inc.Flun4a Loma en FlunJa Set—, Jl. Burreas.7.1-41455ullm nex Cwn.5uib 1..Jackasnvilb, 1.1-9M.a315tW Tr APEX 11 ueHouse PE Xmo IWp39 Y p NoS�d ee xQr, J uo�W.aM a 65Y: SEON:99591T20ICOMN STB. RESIDENCE-CUSTOM Oty: 1 FROM: DRW'. y2 WgL W8.41ba I ... 01UW17 626 v8 1 2 626 374 SY'B a , X3%65 45%NR)A J (a P ° F E6%N IE Hies SO Ax. P1V12 Ytpd SY 3'tOt2 ]9' 13Y L ding Crgetle(p0 Wlntl CrNstla Snow CrlMHeo,lifiniii NMCSICObria A Mammum Reactions(11.)TCLL 20.00 WinES1U: ASCE]-10 Pg:NA CTNA CAT:& PP Corporation In be United ILM Loc R lU IRav /Rh /RL IW TCDL: 7.00 Spend'. 120's, Pb NA Ca:NA VERT(Ly: 0.043 F 999 240 H 2362 1594 1166 l- 159 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TLy O.01 F 999 180 E 2571 1663 1166 /- I- /- BCDL S.Oo Risk Calwary:11 Same Carl NA HORZ(LL): 0.010 B - - Wind reactions besetl on MWFRS Dees Lot 32.00 EXP:C HORZQLI:0.019B - H Min Bad Width Red= 2A NOBCLL:10.00 Mean Height:15,07 5 COM/Mlac OrlYrb Creep Fagcc 1.5 E MM B,Width Req= Saft 200 TCDL:4.2 pat Bldg Core:FBC 2016 RE$ Max TCCSL 0.559 Beamg H FcpeR=555psi Load Canadian:125 gui 3.0 psi TPI Set 2W7 Max BC CSI: 0.623 Maximum Top Chord Forces Per Ply(Ib) Spanrg:26.0' MFRS Parallel Om'.h to 2h Rep Factors Used Was Max Web CSI:0651 OIwNs Tans Comp. Chace Term. Camp, CAC Dist a:1008 "ART:3My10(0) all Specified!Camber GC,x 0.18 Plate TyPe(s): A-B 431-925 C-O 0 0 Wind Duration:1.W WAVE VIEW Ver.16.01.1.0531.12 B-C 472-1888 Lumber H.,. I Two Value Bar,13B(Effective&151013) (J)Hanger Support Required,by others Cpsi Tat Bot amp. Fo Chaders Per Plym. CndNs Tens Camp. CMNa Tens. Comp. Top chard 2x4 SP Mi T22x4 SP g1 Wind But rhand 2x6 SP SS Dense H-G a -Po F-E 1609 -395 Webs 2x4 SP Wind laa]s based on MFRS. G-F 1660 -416 Lumbervalue set'138'uses design values End Wholly not expsed to vend pressure. approved 113012013 by Al-SC Mmimum Web Femn Per Ply(Ibs) saami Nates Webs Te vyComp. Webs Tena.Camp. Bracing The overall height of the truss excluding mantling is (a)Continuous lateral examine equally spaced on 5-116. A-H 5S--W C-E SW -2318 C-F 1&5 _308member. A-G 2242 -557 G-8 117 -1R D-E 116 -148 -t Spacial Leatla B-F 75 -98 --(Lum[ rOur,Ftt=1.25/Pkla Dur FaC.135) TC_From 54p0at OOOto 540fa1 779 TC-From 54pila1 1791, septal 1117 BC-Form 5pXtl O.Wto Spi 13.17 BG 607 M Conic.Load at 2.06.3.06,5.5,7.06 9.05,10.56.12.55 Plating Notes Plate positions consider a 0.50 inch buss petlmemr edge distance. avid. In lieu M structural panels or coal caring use purlins to laterally bece dwNs as follOwi Oho& Specinggn oc) Stri Endoo TC 24 000 13.17 BC 120 0.03 13.17 Apply purlins to any Chortle aloe or bebw f IMrs x124'OC unless shaven plhennise above. NOTES: /r� I.11aabeMnp'e rwlaN4tlenl edh th.aceav larcr drug evelons eccemwrrylp lh'a Wsa trarAq.irtlWa BC51103. 1// yqultl MSM nm9uMbrd lheainelxlu9 pbrs 4uF91naWlelim. Tg 2Aper Tact,ndvy,i,afretau=lamv. .4b.JmAAA T.m�I� a'.R�a�pnmbcn. Fxcu. alm. enessHo M, I,4 ',..Parx WnAuila..,l ,le.1bb.. Bp N1.5 0 APEX 1LueHouse PErNo.P/Ja]9 x' III,JENa 5A45Wam PE No.71457 JPE E.boded xUN 65975 PI,2 SE0N:179611 T1/FLAT STREIT RESIDENCE-CUSTOM 0rr: 1 FROM: DRW: T23 Wg1:220.21M / ... O1IT0/17 6'9'8 13'1"12 1919"8 678 6'4'6 8'T12 AX6(I) =44X4 =5X5 1114X8(R) C 2 D T142 110'1'2 F E j:!!!! =0X8 =6%B IY3X8 19'9'8 49'12 8T12 lYl-12 199"8 LOadlrg Camra(p¢0 Whd Onsorla Snow CNbHa 1p9,plin pSF) OeNL5l Cdbda AM no use Real ons((me TCLL 20.00 Wind SIE: ASCE T-10 P9:NA CI:NA CAT:NA PP Cafledion in Ioc Ulden L/N Loc R 1U /Rw I Rh /RL IW TCDL: 7.00 Speed 130 mph Pf:NA Ce:NA VERT(LL): 0.209 8 999 240 H 2784 1741 1- I- I- /5.5 BOLL: OAo Enclawl Cband Lu:NA Cs:NA VERT(7L): 0.396 B 599 237 E 11M 1337 I- /- 1� l- BCDL: S.OU Risk Calegwy:Il grew Duration:NA H0RZ(LL): 0.028A - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.053 A - - H Min Bg W mh Req= 1.5 NCBCLL',0.00 Mean Height 15.00 R Cetle/Mac Criteria Creep Fatly.15 E Min Big Width Req= SaBd 2.90 TCDL 4.2 Pad Brig Carie:FBC MI14 RES Max TC CSI: 0.464 Bearing H Facer,=565psi. Load Dumeom 125 BCDL:3.0 pad TPI SM:2007 Max BC CSI: 0.943 Spacing:24.0MWFRS parallel NSC o to tin Rep Formols Used:No Max Web CSI:0.759 Maximum Tep Ch.N F...Per Fix(lb.) C80 Bad a:3.000 FTIRT:30(0Y10(0) Mfg Spetl8e0 Camber CMNS Tens Comp. Chortle Tana. Comp. GCPi:0.18 Plate TyPa(s): A-B N -3319 D-D 5A -159 Wind Duration:1.60 WAVE VIEW Ver 16.01.01.0531.12 B-C 526-1839 Lumbar Pudm. Value Set 1313(Ettecfiva6/12013) In lieu of structural panels or rgid calling use marlins Maxlmam Bet Chord!Far..Par Ply(Ibs) Top chord 2x43P MSO:T22x4 SP 92: b Mlxally areae chards as allows: Choods TensComP. Clarinda Tare.Comp. Bal chord 24 SP SS Cense Chord Spacing(in Cc) SbQdN EM(B) H-G V -17 F-E 23 -6 Webs 2x4 SP N3:W22.4 SP A2: TC 24 0.00 19.79 G-F 3281 -09D Wmaer value set'138'uses design valuesBG 120 ON 15']9 approved 113MO130y ALSC Apply 0Canlesaeh�aIrshowslmoviss abowller fis Maximum Web Forces Par Ply(lbs) Nallnee The TC of tMa toss Shall be braced with apacMd Webs TonpComP. Webs Tere.Comp. Nail Schadule:0.131-O',min.nails amaos at 24'pe in lieu ofsVuctural sheathing. A H 281 -906 F-C 95 -195 Top CMN:1 Raw@12.W'o.c. Wind A-G 3382 -Wh F-o 10th -513 Bad CMN:1 Raw @11.25-o.c. Wind loads and reactions based on MFRS. G-B 2LQ -2 D-E 188 -59 Webs 1Raw@4'o0. B-F 376-1491 Use almost spacing between.and stagger..,Is EM verticals not exposed to mind pnessure. I.each row to avoid spittim, Detection SpxAal Loatl¢ Mex JT VERT DEFL I1:0,21-OL 0.19'.Sea detall -(Lumber Dur.Fac.1.25I Pima DieFec=1.25) DEFLCAMB1014 for ®mber recwnmeMa6ons. TC-Fran 54pHad 0.00to Model 19.79 Provide fa adeauate drainage of mot. BC-From lOp6al 0.0010 Wages 19.79 BC-M71 to Con,tqa]a1 3.86 Additional Names plating Notes Toss must be maxima as shown with top UON up. (I)-Plates ad maAed were vied using NA The overall height of Nis mass exclWtn9 comment,is Fabrication Tolerance, 0 tlegreas Rotational Tobrerce,ander zmo Pasiticam,Tolerance. Plate IxreiMns consider a 050 inch wss perimeter edge tlktlnux. H....nsl Tba (J)Hangar Suppad Required,my Where NOTES: iliabown ,n of auNiomi alanebr lislelletim.oe jurn inahkwo,xvxnpenylrg lN¢puu Grsxin&iMWaBC511-03. sno"B b a¢ad la.aoia�maa mm ma aN.anww nam amrp a.abum. TH 9crowel Nu)SPo7y-'47496Nbn FSF CwM1 ea. 1.30wororks,I L333S:^9W.15314. FbnYe F^dmw, TYueHouse nt �t�m a '�PPm PE o 7^;,,y ,maxo re;Sad.am APEX p PI '.1 SE ON 9]]]/T19/SPEC E RESIDENCE-CUSTOM FROM: DRW'. 0 121.8 hen / ... O 12011] Xi" R12 Sae 12 ^�kxka T T Loading Cntetla Sol Wind CrINtla Snow CMetla(ppR in.11 D.HCSI CrOatla ♦MWmum ReaNnds(aW) TCLIL 20.00 WinE 31U: ASCE T-10 P9:NA U NA CAT:NA PP Defli In roc Loll t/p Loc R /0 /low /RR I RL JW TCDL: 70D Speed 130mph Pf:NA C. NA VERT(LLT 0,091 G 999 240 H 03 /1]] /3M /- /192 /5.5 BOLL: 000 Enclosure:Closed Lu:NA Ca:NA VERT(TL): )ABS G 9B9 233 F 671 /P] /295 /- I- /- BCDL: 5.00 Risk Catatti11 Same DuaOon:NA HORZ(LL): 0.147 F - - Wind reac0ons based on MFRS Des lit 32w EXP:C HORZ(l L):0.305 F - - H Min Big Width Raq NCBCLL:100D Mean Height 20.47 fl Cede I MNc cimerla Creep Factor.I.5 F Min By Width Req= - SORd: 200 TCDL:4.2 psi Bldg Cede: FBCM14 RES Mm TCCSI: 0.309 BeeMg H FWea=565psi. Load Durm om 125 BOOL:3.0 pal TPI Std:IDD] Max BC CSI: (1999 Maximum Top CM1orO Fmrcea Per Py(IRQ Saudi 24.0' MFRS Parallel Dist:W2 W b Rep Feature Used:No Max Web CSI:0.492 CBC DIM a:3.00 ft FT/RT:30IOy1g0I Mfg Spec Camber ChoNa Tem,Comp. Chords Tore.Comp. GC,0.18 Plate Tangs): A-B 84 -M C-D 396 -1486 Wind Dr...180 WAVE VIEW Vec 1601D103112 B-C SS-1488 O-E ]9 -Y! Lumber Wind Value Set:13B(Efledire N12013) Wind bads based a a MWFRS with prohibit CBC MWmum Bit Chord Forces Per Ph,(the) Top Ukard 2x4 SP p2 membercesign. ChoNs Tems.Cpmp. Chords Tem. C np. BmcNxd2x45Pp2 EM vennalls not exposed to Ned pressure. H iW] -395 G-F W4 -331 Webs 2x4 SP 43 Tambour value set'136'uses design valres A Monal Notes Maximum Web Famous Per Py(Iba) approved 1902013 by ALEC The overell height W this tensa excluding overhang is Webb Tens Comp, Webs Tana.Comr,. 9-9-0. Bradn9 A-H 110 -128 G-O 469 -140 (a)Continuous luteal restr int otably spaced on H-B 460-1339 D-F 410 -1264 ember. B-G 3]6 0 F-E 98 -112 G-C 12)4 -257 Plating Notes (1)-prepare w marked sere broad ueire 0% Fabnwhon Tdeaboo. odegreea Ricamonal Tolerance,anNw zea Postponer,Tolerance. (--)1 plate(s)require spec'Ial positioning.Refer to stele]plate qW details for special pratrornr, requirements. Pima positions consider a 0.50 inch pares pedmater edge distance. PUHIns In lieu ofsVuctual panels or paid ceiling use purlins to lateally bace ri as follows'. Choct Spanng('m act Slight) EndIR) TC 24 ON 19.87 Be 1P 020 10.12 BC 120 WAS 1964 Appy purim to any chords above or blow Ties at 24'OCunless shown oNereiae above. NOTES: N) I.iMa dmMrip ianolsuFcxkdak lm 1pronl rn Ftltlltimnl inslrucYmaxwmpanSNg Nia Wsstlmnnp.irtlule 2GSItAJ, � MmMEearidIn cona....ascntlaras,gamtladreinslallffim, 1(all*t I.Apea TxAneloay'x.hNlbur nam.wmetl by.Iss Apv Techrglnpy lrc..FluNa tay'saan Forde Enorser /� Basinesr No.7541-47455umn Park Coan,la.ill,larFsomilN FL]PR4-all$21 W. 11ueHouse Erb W]9b�1 ESP Al arm l EreF�0W5'y JPE':rerc4Ea.CMwid APEX 9)5 P �� SEON:1]8321 T15 I SPEC a S ITRESIDENCE-CUSTOM bly: 1� FROM: DRW: T25 2].6lbs / F svrs sarz ¢o-rz so-rz c-w 12 w s h w 4 J .4fN� �¢ a.�r�r.r MF Loatllrg Chains tptll Wind Citibank, Snow CrMrklPo.Pt In PSf) Dmi CNWN ♦Maximum Reactlpro(Iba) TOLL: 20.0 Wind Sid ASCE]-10 Pg:NA Ct NA CAT:Nfi PP Centel IIn pre L/defi 1M Loc R 1 U I Rw I RIPI RL IW TCDL: 7.00 Speed March K.NA Ce:NA VERT(LLC 0.099 G 999 240 H 697 )183 1311 1- /193 15.5 BCIl: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL1: 0218 G 999 238 F 697 1183 1311 /- /- 15.5 .CDL: 5.00 Risk Caseski Il S.Carte :NA HORZ(LLI:0.160 F - - Wind reac4ons based on MFRS Das W: 32.00 EXP:C HORZ(TL):11.333 F - - H Mln Bg Widb Rep= 1b Ni:10.00 Mean HBlgat 20.47 it Code I Misr.Cdtans Creep Farmer.1.5 F Min Big Width Rep= 1.5 Soft 2.00 TCDL:4.2 psf Bldg COde: FBC 2014 RES Mev TC C51: 0.314 Bearings H B F Feature=565pi Lead Dure9on:125 Bi 3.0 psf TPI SM: 2007 Max BC CSI: 0.988 Speen,24.0MFRS Parallel Dist:N2 b IP Rep Faders Used Yes Merz Web CSI:0.511 Maximum Top Caused Fomes Par Ply(Ii CBC Dist a:3.00a F7IRT:30g)PIONg Mfg Spe,fied Camber Cavae Tens.Comp. Camels Tem.Comp. GCpi:0.18 Plate Types): A-e IN -18 C-D 382 -1516 Wind Duration:1.60 WAVE VIEW Ver 16.01.01.0531.12 B-C 331-1518 D-E 84 -78 Lumber AOOIIIonal Notes Value Set 13B(Effective 6112013) The overall height Dl this massehiding ovMrang'a Maximum Bat Cbortl Forces Per Py gbs) Tap Need ad SP p2 9-90. Chords Tens.Com, Cracks Tans. Comp. But camel 2z4 SP a2 H-G 1066 -383 G-F 1168 -343 Webs 2x4 SP Q Lumber value set'1313'uses tlesgn values Maximum Web Forces Per Py(Iles) approved 113W2013 by A SG Webs Tens.Com, Webs To.. Com, Bncing A-H 110 -128 G-D 485 -151 (a)Com9nuuus lateral voters equally spaced on H-B 4S9-13M D-F 452 -1328 member. B-G 396 0 F-E 110 -128 G-C 1312 -245 Plating Notes (')2 plaits)require special pampering.Refer to spleal plate Pict details for aaeci s Positioning re,examents, Plate pwlflals cracker a 050 inch muss perimeter edge dsti nae. Purllm In lieu of asuc ural panels or rigid calling use purlins to latero illy brace Needs as follows: Cnocd SpacirgOn or.) Stanlfl) Enall TC 24 0.00 20.25 BE; 117 0.20 10.12 BC 120 10.12 20.05 Appy pudins to any camels above or bekw fills d at 24'OC unless sh—daelvnm above. Wind Wind bads based cn MWFRB MN seasonal CSC emberaesgm. End vartiNals net exposure b wins pressure. NOTES: f 1.Th'u Jrs'nng i¢mrwlfioem ebelariherriem. Mli... lns4uc5ms xwmpanyFB alis WUJrarrvrg,irclWe BC51101. sMWd to use in wnryMian vn0 the arcAl@tlual plane 4unnB Installgg, TH 2.Are.Techl.,Is.fvli4aysname or.or Jan Apre TeWlMagy lne,NniGg Cvpvatbn. Fldim Ergines, Bmness N)54]-474511 Park Caul,Suite 402 JeJsmrilla FL 32 904 set sNO s'�s� p- APEX TrueHouse gdNxd 419o�a .—it.. No,56544 PE No]145]y JFEgNo!eM99 el 4 0975 Ply: SEON:17551/T201MON0 STREIT RESIDENCE-CUSTOM Ory: 15 FROM: DRW: T26 Wgt 406"a I ... 01=17 3 12 1113X48 0 54X4A to T m ed 10'1'2 1114X5(R)C 113X4 7'10"8 T10"8 Lesotho,Cohen.N.O WIntl Cathode Contrla lo9,RF Pal o CSICr 0. AMaxlmum Readd-ro IM) TCLL: 20.00 Wim SM: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Dellac ion in roc Well tdl Loc R 1U I Rw IRM I RL 1W TOOL: 7.00 Speral Morgan PF.NA Ce:NA VERTRQ: 0.001 B 999 240 D 254 I" I1M /- I59 13.5 BGLO O.M Enclosure:Closed Lu:NA Cs:NA VERTQL): 0.001 B 999 180 G 254 170 1101 /- /- I- BCDL: 5.00 Rork ClMepay:11 Sans,Question:NA HORZ(LL):-0.002 B - - Wind macha,s Nobel on MFRS Des Ld: 32.M E%P:G HORZ(TI-)A.002B - - D Min Bq WgMRe4= 15 NCBCLL:tOM Mean HegM:15.0i Coda l Mi.c Orllerk Creep Fial 1.5 C MinBTWMMRM- - SOMI 200 TCDL:4.2 prof BMg Coda: FBC 2014 RES Max TC CSI: 0.894 Bearing D licperp=565pa. Load Deal 1.25 BCDL 3.0 prof TPI SM: W07 Max BC CSI: 0.478 Maximum Top CM1or4 Forces Per Ply Rbal Spacing:24.0" MFRS Paeslial DW:M1 to 2h Rep Factors Used:Yes Max Web GSI:0347 Climate Tees Camp CBC DIN a:3,0D It FTAPT:30(Oy1IX)) Mg Sprouted CemMn GCN:0AN PNIe Type(s): A-e 20 -84 Wind Ducal 160 WAVE VIEW Ver 16,01.01.0531.12 Lumber ChangsMaximum ns.Bad CM1nrd Fortis Per Ply Qbs) Value Set 138(ERecdm(VlQ013) Chaats Tem.Camp. Tap MDng 25o4 SP 42 D-C 82 -143 Bot Mord 20 SP p2 Webs 20 SP 0 Maximum Web Forme Per Ply Qbs) Lumber value ser 93B'ume..Ignvalues Webs Tens.Com, Webs Tom Camp. appromd 113012013 by ALSC A-0 t55 -215 B-C 191 -ZB Plating Notes A-C to -4 Plate positions consider a 050 inch bass Perimeter edge distance. Fargo. In lieu W structural panels or ngitl ceiling use purins M Iaterauy hours change as rollmvs: Choat Spasng(in ac) Shartut) Paul TC 24 0.00 7.87 BG 94 000 1,07 Algly purlins to any shoats above or bNow fillers at 24'OC unless shown mben4M some. Wino Wim loads based on MW FRB w;1h additional CBC ember design. Right em vertical not exposed to wind pressure. Margaret Notes The overall height 0 thi,truss excluding overhang is 3-510. NOTES: 1 H� , Tk dans is mrvMtlml.Ire.N baaM m 4 grellnrrarpwe o rMre bi, �a e.imw a Sl,n. aroma m�.4 s out sagro rwan m..m4lwa Pare du,:,9 baablm. 2.APs.Tecrater,sa5meco.arne uwrm by he ham 7ammbgy le,,FMMs cmnmliea. Rem Dgirea a.--ob7547.47455MbnPUFUunSays W2.JxkvnvileFL322SI el III APEX MiNaIGxorbns\i xbv,PMneam drarBeLmy JWicireEXv.NeN TrueHouse "he" 639 PE rb.a. PE No.roar PIEW E0r99 55975 PIY 1 SET 96391TIBI-0 STREITRESIDENCELUSTOM Cly 3 FROM: pRW: T27 Wgb3L61bs I ... 0120/9 3 l' 1113X48 64X4 A T 11012 IY4X5(R)C �YY'Y W14X5 C ]5 ]6' ]B' LcetllnB CrhsHa 0e0 Wind Cnbna Snow CrNarla(P9,%in PBF) DeNCSI CrNerla ♦Mvimum Raxtbes(aba) TCU: 20.00 Wal ASCE 7-10 Pg:NA CL NA CAT;NE PP Deing.in lac Udefi JF Lac R 1U I2w /Rh /RL 1W TCDL TOO Speed: 130 mph K..NA Cs:NA VERT(ILL); 0.001 B 999 240 D 242 156 /95 /- 166 15.5 BCM 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001B 999180 C 242 /97 /96 I- l- 1- BCDL: 5.00 Risk tsl11 Snow Dumlbn:NA HORZ(LL{:-00028 - - Wind reanicn,based on MFRS De.Ld: 3297 EXI,;C HORZ(TL)A.005 B - - D Min Big Width that= 1.5 NCBCLL 10.0 Meed Hall 15.00 fl Code I Moa Criteria Creep Factor 1.5 C Min BID Width Rey= SeRh 20D TCDL:4.2 oaf Bldg Code: FEC 2014 RES Ma TCCSI: 0.642 Bearing D Fcperp=565psi. Load Duration:125 BCOL:3.0 psf TPI BUT 2007 Mar BCCSI: BASS Spacing'.24.0MFRS Parallel Din:O to h2 Rep Festers Used Yea Ma,Web CSI:0.457 Maximus Top Chord Forces Per Py Nal) CSC Dig e:3.00 R FT/RT:3010p1BID) Mfg SpetlMtl Camber Charge Tens.Comp. GCp:0.18 Plate Typepty A-B 21 -78 Wind Dumlbn:1.60 WAVE VIEW Ver 16.01.01.0531.12 Lumber Maelmum Bet Chand Forces Per Py(lbs) Value Set:13B(Students W12013) CMN. Tans.Comp. Tap chant 2x4 SP#2 D-C R -229 BM U1wd 2x4 SP#2 Webs 2x4 SP 0 Lumber value set'13B'ossa design values Matlmum Web Forces Per Py(Ns) approved 113012013 by ALSC Webs Term.Camp. Webs Tens.Comp. A-D 249 -20t B-C NO -197 Pill NotesA-C 19] -45 Plate positions considers 0.50 itch Imes perimeter etlge chatonce. Panama In lieu of structural panels or nga unding has peruse to latively brace chords as bllove Chad SPe Zig(noc) SOl p8) Emi TC 00 750 BC 90 000 7.50 Appy pudins W any chords above or below filled, at 24"OC arms shwvn odummis above. Wind WiM loads based an MW FRS with monaural CSC ember design. Right end vadcal not exposed an wiM pressure. Mdhbnal Notes The overall height of this Irvss tongu lag began,is 31 NOTES: t.Thedame sessMumgersh,iragrom.sauni' eiai anemannand micpuaa elvig.irylae BCsl ter. }T Shotl Le unamvnyrclim MN peaNilectual plana W,na'mpYlesn. Tama 3.Mae TeCvubP)laaM'4m.iwmawmalbola.Mea TewiMe3F Int.Heade Cvpuaton ..an.,n WW JJ Busrc .]547-4745SPyX d.5ui1.402,Jausm Im 192111 adi.alt.iVea TrueHouse PE P�.PNal PE N0 71457° PE°NaobBo aF "rd APEX N VO 3d9d N0I1VU0dd00 VO1801d V' 0NI A00l0NH031 X3dV XVr AB 03NMO 3WVN snow 10id V SI A00l0NH031 X3dV .u.es --------------- sx d � z a z Ir I c cz ;j & 4oe 443 .e.4 443 Lzi sx Z Z 443 I Lult3 .O.t H Lu tl 3 �A 14A N d 4 pD�N g ® ® BO] T BOA 9 1� tl C09A WA 803 ® BOA s.4 Ef BOA W3 �e moa � SDr Mr ® for .91 J s.4z o l .e.0 I .ez .4496 IWl AH5LOA.M N9tl9913H Slltl HOIN3L 3I General Notes Notes Generales Foisting and Placement of Truss Bundles Um—not madeb r,anyway m leentlry the ma ways ran ended m raddn as,aNgon nada ami Rero nda io"s Para Lev ftr Paguetes de Trusses naquanrywrocaaononempoearril al preent mersomed.fieceenaa, ":Inane: ee randeapn & GGMr overman the crane. ate diagram hal FMbw"a r9wrnmanaallms H. r al"'. sped, denl{n2kn. dxe bs for planeiesima lfing and Temporary..,nma rttnme aaaomn on :ard,ry insdelacdn, re9MG4r xoapNagrplre Hgrua. Mad bRang oltmssea.ReleI.BCli -Gude , Yamu 1yessa'addebndarbent LBaw"and @[$l O NEVER pee betel ng b lift a bunak. Grcd E.=br Mandan a Rea n -Grua a Raena GrdeGea mine Manei, n GUM: &Bfanlm of Men PaeCmn ed Wood ReafrctiM v Aniwhe ea de Ota Madfl2 NUNLI utc laz efadureagry KvanM unpepue(e. Truss,&'^br moreaetaikn inbrmetioa dr -- ,a mlmrV— Q Asti lift I may bu used lar trial 1. Ceaign Onwiys may.,tidy locations of man"And top Molal pima trusses up m 45'(137 m)and Taipei lateral reanaiat or reenforyourrout der Loa dibµos da prod ee can banned down di rhyper wmWI diad nanses up m Alp 1 my irltlivitlual muse members.most In the GC31-It dee bal¢xiwres as boddhpid robed gmunenb o Use at grant two lift ldres M bundles Wmp kr more smandern.All MM1ar permanent bracing rerun,an bs maddens mdmdwW did Ii Yea thud peril maid,up b61.3 ruand pare -WARNING W nM o'rerbae wppdting design is the resgnaibility of the baited:,besgrer. M A,renamed scni B3 as nes inMmatiln.El Iel enoM Wuea up 145-(137 m)Uw at leaA .wwre win was mind. rearoWdo,credos an amonlren rermarende stns Intend qmN la bundles) of tap hard l*mn ae reapvwOrMad Cel arsMaaa'daJ adfipo. "ss BBV(18.3m(erd parallel clrorn nustts "ememb TENL41 Ab eWreagrwb a45'(13]m). ealrvelura e[oa'6dawnelpamabde ® DANGER The wnse ilinmsrgina gp "ossa. and mg.areain Wu It inmg.mao-emlrq v ye rn peened,taus be dranlarpaa and worse reslatmaada alinjs 45Aualeseer twaaeadekpuowe a de 30ahasm 0 pm®wsmal bbundles m>teble gallon. asrwssen ee cueNea PomlM9a e63o'o vuwppeelen de dmnses en rma nremall orwarae,sarbue gnplBl injury rrreago ,raeaN. gaihrm aa.wa. use Porro mNg9 nos pen6ueebvanrar Inn /IELIGRU7 EI resupaCa ee Yn mMafp,bred ,tabun Oa"nada 0e pueMa9upariP'idclimde nnenm msleWcdn,realrlttVMYanieWe mtu'rearo deb6O'yr sssde dere, pereblu hyx pl 4aarb-"a as N 6ewdwa o u'.Uaepo/stand eon Parton aeM .bar pmi ee.de arwM argvituidA—W a.ye,,Winds o mwrroa. mss ad,tri nesse:ee hundred,redden masa us 45'. 0 li tin sin Eaardae pea odea prom"- macbanical Foisting Recommendations for Single Trusses mr,roaming and handling miasa to awn EilRecomenda[b nes Para 4vanter Trusses l rdivld..I. damging Wt.hand and and wharnM mj s andira g—.1 pMdemor egmpm9M arm.ayes unmg a nirrele pitloMm at 1e peak min damage Ma wan. Wt.Ivnen nae nese when waMing wM EI wa aro an acro hpar an N "nye. pmga dnai..Plaee r. lat!.iurr dureAlwearw adedu2e M1sae/asrce.I�wa. q.,r,� aka keraboasuddroe medalarocaper Psq sailer daaoams lmssesYPreugnir Ie herNa personal • Ldve el egluPapNlecrrw grsorulpara peen', Awe Ivaaes.mmsy cabaza cvaMa dacrya con ( 'ami l@C3 Uy 'rcM +>I '" ead"'i --' epaual warm Ukiiceculeal igna 'pn windy weaNmo sspa]aen ate rml rawerlinea mein vaalodma feaeeeemni so al an Handling — Nlaff% dna aitgee doomed adnaw.a,m Ire '®...larval zempudnq. Tach. ' draw ra'a+ner°°r mira�m( Mamie,. Sprealiar Dar ap®e�n.,trza y rm.r.vrr w Evidddavldap182L brllus6 7W, 1 tiai d" mThe mntraclor rxpa;a8xs,r. r _ as penddem mr.wmvaR PsWshiesaivso, Male arch truss in poaeion Verb the erection as yryA noaeirp and a men, o o Aulpmemun411phodtamprvan dental tpira m�ryOwl inao-aaaesmtha r .at is mamba and the miss is fastened ♦xmun eswan�saa� sa Masib.me'd Vena mo this bearing pd.a. 1.m .uaaumP—.dam e. Uaeprger aro- Wa MulpJ eWWiaM s,abrlg9 aNe ws.edpoamidn sn a.7a aro El mnlrepele Meted red gang and hoie9ng grease a his —m.au i aurwraenitY.'iNr Numnnywar de aadyperYalmsmwra earreneA e9d.p—nt MrpWiEar Parmrenla mndlaeorellusn deiced mad ba anvnaes. one tura.Gardermi lmssadend Installation of Single Trusses by Hand lene,aogaprsnanoeldeao Rero endacciones de Levantamient•de busses lndividuales Per La Macro Thai as "Inalor (Al.)at. sucam, pend reaqax. I. q der ponce. ':: ' M send spall,roe la'po do haat,: /os meds FThaga up 1.10Is Iodde be --a upl3a� <• dneno�do I6.1im weed Isjo (91 My 0 tmmesmay ManmM d,r onme Frontala oo NOT Stare Nn almacena tmneea nen.eo plea Plan,:reron naeaed hard Ml pies ue4meaaellvmYmalmedtwnpdraahlnmmea unbacae buten veaipaLreys'. .11 the a,.a.after eepvey g Veba anal I upright nuamd auelhV. rad he dralhannnewer"id—Ndlid„f Temporary Restrain! & Bracing h�Mlnent hamht beneath me.."W”s na' i6estri"Idn y Arriostre Temporal yd mall t Idwon nerand(aat Lbae:utara'gahv dildo—beremomn+Mdy-spa 1367M Refer ad ecsl-azIar mine mutuals,:. mPClmmiemperary a,"Mdnaata pear redes de yRdCmNR. eslrz suebadn"IM,roe-2dia Ya d wmBcs nR mdBoma ,mune bngaMRrswuairetlmlme b4puwando roe attua suficend debda 1µb wed nl r..a M.,chord am"ladenl reslreiM ebbsduneae maps on 0,dip m.) (aee...la the nutc.,am.). Por"ye...for mom Han no wean.Inver - eolryue bs amoanea roe[bre zro.c.,tYP WMbebgotetlwmtlaenvir,nment - Para elPame, Own Areas den Ilnee an Cane ane cb be Pen Wdrepgrda]ere pv nes aro une.wmena, �u—,DO NorMore on MMae, ne en lierre ti/ea de rgsMccian..a/bmg21 a6dCUBNa Bmrefirst aura de"e"ds.p.avmdpeaaa edamelaw. ereaat tuned. ea.Mgeal eaPenarlvaad.da aa.oaadn mwmq). ^a'a req Ran, i dur-rormarenMrsM imoftrusss nn NOT erd.-pod—sesu "syn. metre (aero r...and ol and of trusses xom/Mne an wsn.auercoa. el wa seent.ecsr^Pura Mur Aimaaddnl eeenan.l dee Ye&ma'epYaanacarmao de dd wnea no NOT and on w.e".manta until suspenseful swdunl sneatn rg nae syn applbal Tneo-ay the maned,.. 4 xo aro pen as vondpos certima Kase seater renroennadNlm alhadaip seen, a la re,maeanr wdairo<. I \\\IIIIIIIl II66j DON lZ9'406-t1ZZZE '­ld ' 3-n1AN0SNOVr ZOb'31S'lilfloo AJVd No11f1S 9bL4-Lb9L'I !2\f�0 31V 15 pl1 _m: *:• L5q 1L oN .�. ��x�izj4'/l IC it a06 ZOoZ -L IdLIS��/1 'leuBlsap su 6ulpllnq ato to ar owls 041 t01 plmea 101aau16 0411 su 6lplglsuodsw a41 sl'slue la lelnlowls Ile 1o16ulawq su luaueuuod pue'sawol letalel 9z1 ta410 1o'onuslas'pu!m lslsat of Bu!owq Bulpnpul 6ulpllnq SZl a41 tol 6uloelq luauewyad 'Rdm am a tot R6olou43al so szl xadV pelum aseeld 'abed ,sal sl4]uo umogs swNw0dw03 oz1 su 041 4ym ells a410l paddl4s on ® 93 9u uaaq lou se4 l9-IS09 p 11 .uopellelsul Buunp sueld ou su lelnpwls pue lwnpaE4ote e a4141!m uo!punfum ul pesn o� ,l szl eq pino4s'l9-IS096ulpnpul ® ® 9z1 '6umwp sl4l Bu!Fuedw000e oz1 suolpmisul leuolllppV ou O 'uogellelsul tol euole ou rel 9zn1 $ lueto61ns lou sl 6ulmetp s141 on sods yEn E3 611 -+ 9Zn1H lZl d Ll El 49ad H 9®1H X3d`d m 9Za1H toad 94 9Zn1H 611 9ZlLLH LZ1 EB 98 9a1 m ` fill 9zn1H lzl w mm m ® E9 lG9a 9m1N all 9ZfU® tZl Wd 9 83 ® H o ®g' !41 n1H 499d d 9Zn1H e.l -N. ^� n1H l21 99d ® 5939 1H asnoHanj,L ll was — u H � sor nl ® 9m N - fir to ® of J 9 9 9 1�r uor ,g ,$ N01103dSNI HOd3 wr Y uo=l 311S sor NO o� , �r9; 34 icnw Ny1dl 1.9T Steps to Setting Wus"s Restraint& Bracing for 3.2 and 4x2 Parallel Chord Trusses Las Medidas de la lnstallisi de los Thosses Redt...de y aMw,/re vara 11rNS9es OR CDerdas Paralelas 32L2 y 4Wz tB'Ismlor olegonaloama, R urtalaBonallarep llmskll ground eraang2lsN M1ral nu»ana anacn secureiv to gmuna oracinB.3l sat rrexla �RMBrm u'116 m1' Ary)shun spaces]B' VUBflBSwM SMn mBmbar lampsurrom's raao-aimlaHa balow)allmMwop[Ilse diagonal If,Sr- mora � _ b g(—b--).511 mil b nib pl aryl Ib g(ckET flM1ritu I ' form ton. I brew ).611 freer nMbmPo Aleconomical t t emg Ib -gl 61 ). it Rap»I perm Ng pS ofcorl rl III sal Vee el admen BCSIBT^ III 1 kbs ems bBs eB fiana.S)I bb MP"Im W84Y 1 Seg 1 M rrnsbe bre AB p ra f efonnnNn. _ 9)I Ikas pN aw reaBmen Nrer lkmdozla - b mm(veaabapl al l hb el /imhe/Nipavlcer Na u{er ( Nx(1.I'= 5)I lak ."ga51pB9 ka - 2 rP --_-- p' eB bamkmeme ea- pa Nal' I pnmeros W lroa abydam, . —.t-vnld rani[al---- N Inmian NNnl femPo w rriashe Brag IPo Nwwree k' ( pato) ])RBpib bsk Rhyl aM ana of -__ p'ocBSrmanb en grypJs cN bol 9 h 2quelNca ka lrU MeinsMaros. W"armanm 11 1 eim3 ®Refer to BC in 82 bur more lnformalon. Ila, asIMobussn. UBs a'res'Omen BO56B]...1.11 inbrmacian. 'IW[Mm kmpanrylexpen reseald grain elan brat f0'3mla.[.mu.br]v2tlroNa 11116'(Ism—th arl,basis. R6Mralnf/Brmcl; far All Platys a6f TFusses om.BMrNn ResWcc/dM✓'. brig Para TbdM Planes de TYusses Installing — mstalaeieR OuSs MYlumb Me..enw Tues LmvM 0 Minimum wmeer may lwbteal nmtraim and slag al branng is 24 avma.gma8a lumber Atlatn L7 Tokrancea for swat-Plan. va" rzs to earn w»wM at lean 21M 10.1za#ayP.12tl(o t0exlzs-)ar 1.11 SAIIv9s')naila. rda9nuaSpaa Fuere4B-PNno. B/sB BALI 1Bmm 2.Bin) Lai.24 Gasi(meeap»p{a eskmaademirrvm uTl]apAreani[[kn leka'r MMelamienrod. Bsry 1M I' ]M' 11.e pm...eWa paguare ern Nmlnvrrol Wvmlttl(0/1&J'),fle(IJ 128,121)o fWryai01') fI`-I°'Oa'—'���j�lnl_ Amer seer Z[mm a5m 0 TMs resbelntan a braciig meteM iSbr all NrsseS n»p13x2 ane<v2 pa rallel[MNtmsEBa � ia—Ipnppi—gyp 13 m OBm Smm 5Jm (PCTa).See lap olneN[dumn la kmpo2ryre51a1nt ane p9ung of PCT3. Ee maMaiMrYarrmsl/a bre pva lwb mmnB#wpb busses ae 0.Wea Mv'Bar O Y4• 3' 1-IM' 1&S Empress. p ably (PCTs)Jv1 y1x3✓le parte superia'eak[p'wrXupara laresMttknyanmArohml%vgIMPCTi -lnM-- 5$" 18 mm OBm Rmm let ml i TOP CHORD—CUERBA SUPERIORO HMM So con (I on) 521rmm 83m TrvnB Taleanmelor ` t-1 M• 5' I-Sed 27P Sp Top Leah ONdYIUmb. 32mm 1.Sm ]Smm (1,al L W TMp FIp1[kmhnm - I-1 rz' 6' I-1rY 260' Upb30' TObrarwras pare R3B my ymm 1.6m 3e ca .m B.1m 19 IS in)o.c.mn. FueaePPbm6ee. 1.V4` T I IW N.Y 3U(g1 on, BCA ml o.c.meat. Mmm M 21m mm ,SO 45' 13]m m GWn LNdin 5I mm z2a25I mm 101m 0'11.0 rel now Vrg1 Da CNS11YC[102M Etl 183 m DO NOT assured with mm muniwtlainl Nealmlon real,all Ment um Bbox x a'(1Rm)o.0 n®#. eM Macing is ucurely and pmpedy In plau6, baMndMmin.np� 80 '14AmP .elan. uM1 eRaq�sl� faebyioNlwweeniupa�Nn00'(l dem). MO a-- wnla mnshucca san,Npoe1W wodomplriv Con [lmeskbmlasYbsanmhesealM mlmsdm en Avme M'urwi Ipl%2mm1 eumu#e ngynmdpuaopre wseeembawpv. � aprcpkeaYesguar. swum dorm see BC3102^•far TLTLRa tion Y1yrmeurosB ,o-lawmml Wa NBCSL P DO NOT evmee ma#imum neck Mlgbb it part al B3^'pare fee gC.ppe bre iCTL R. Refer he Cf, patD rnm pleman eon l euMee �Raerm BC31-B]`^ NOB#wde lnal4/28 mLMn bre mYYM.Ilse MreYUmd1 Cm[mre B'IOG a'(20]mm) farCableEnd Fnmanl Mlb eq. szn Iro. BLSI-BO`•`parB alAq.commerce, )Aar unn{M1 reinforcement minimal '45 A m�uM Para come—GM SMs Inman/ TLRR pad fm/reI✓Brzo Pala Arm - 9euy max.v»el-- BC SS .(.�Jj. Null Groundb " 0 M1 b all NEVER slatµmafma6 re Oak,at man e (_illi sae have arorinrg3 ar T tl _"sell NONCI apk bens rials mma eB unpip, rya"Bbl . Rpatdiagonal e cats,for nGi u1 of 4 Vunn. mg tl laupport s) mnrypynoa.'ems Repiln In aar4olna Oiapanalea 1pq data Papp W Olmaaaa. 8eceon A-q N NOT overlaetl mall groups mor frvssn. LATERAL RESTRAINT&DIAGONAL BRACING ARE NOsobrerargmpegnMa grvPos oeruaeea NeNleBaka. JQW VERY IMPORTANT m Pram loaae lar»many wama ea po»ib1e. ,LA RESMICC16M LATERAL Y EL Allifil RE DIAGONAL SON CoaguBNsraremaobwanrosmus»mrmaeapmiek MUY IMPORTANTESF 0 Psalter wetly war mad ennnq walk. 2)WEB MEMBER PIgNE— Gagonel Colryue In w9aS sada Na pareses scµvlenfes, ]LANG OE LOS MIEMBROS bream,Trms B AnMadedd,—AMMICIPI1a1 SEOUNOARIOS BILLR Refer to SCSI65,"' Web members I wa e/naaman ecsl.er•• imme�n.m.m NaMB DO xoTas al oPra earl r .,far. surfaces, ura f euunless., y4ame pece.ely womard erl"eI wig Brewing. . l i6 A NO mrb as—arson e.YaRMn9tl do»nwu lee "amm mnmgn»reB.apaclrpa�nanrep.rmiieanalaiw)oedmaaro [M1dma mum 2, smeeb[emn ml 4u». Mni cumorea am Olagb.al blue Wery mcLitemmmimumeaM �TN»mthat M1aus emnpve.aeJB]duera)a'xxrvcMn or elw»e w9M1mI Pe TN»Man IB trvea aWeea 20' 101]sn5'I nauseaYi desserts pnorylppai mey mMM lM Trvn Menula[Iunre Bmiwd wonms null ane vcd 10'pm �IS' lBan me# I m)max. axis wmawdaa%Ae 1 1 1 max,W[gm' Transit pit of hen sapxargaes"ware b mnN.¢Nn 0 Mn B.Co ette»doa Sm or mon. Baeral reatram balan[hBN Mb1a:Sane dxve antl mrb mnmcers SECTIONS A# FaerlwnN bre Nl'adkBnl,WTruBan,pLNan hams hardy MdYO N Vi..are a me..ld tlanlrams S BOTTOM CHORD—CUEROA/N MOR nlene.m.w.yeuweaieu ran.ewlamn� '.ate»1 R»o-aink-2:4#tz or was 1-"` 104 armtar leppBa odarnrolrwwa M:neei I�nemagneme un ser. mai nmmer,broo.xalaessmum,a or CLR SPIIq selnform- �dii.�ivu nekw rre wnume eg�¢u wit wManu�mn menl �s Nob:Some More •mmers—yr mmmp au ane curb member BOMT _ net thrown forearc y, smarroarr'—pureall—mor a, Z�x cbomsf.TL tlaafV. wW Aron N'e o-aan mr,ars—Tim imess, na inn mr.w mm mememme miumnaarmarme envrtwr Diagonal bn[n awry 10 o� w� trvaupaue 31Y(6.1 m)ma#. RUSE PL' ID' ]m -15' 4.6mm KA ( 1 1 l a s mad x ��n4aeaBmewmua~.w�n zlex.Larl an I 1 I I I VO 3d93 NO11VUOdHOO V(II210I3 V'ONI ),OO IONHO31 X3dV XVf AB 03NM0 3WVN sf1OIlIl01d V sl AOO-IONH031 X3dV 9-e.1sE II 4 nsYl rsol nsUl nsol nsoa nsol nSOl sol L sol 9 1H E3 ® ozsnl so szsm so szsnl of ® ® ® o Ozs eo 9Z MCC- 9J CC 9J 9 sNIHL RS N01.Z11 A' a13K sINM tl01N %3 Y1Y 1 t 1 . 1 General Motes Notes Generales Hoisting and Placement of Truss Bundles Tmeee t are nm maned In any warm identify in, Las haawa no eekm marroma to"Arra mcdo quo Reeomendaciones Para Levat r Paquetes de Tosses trepu»cr MI__­" rloca4on onempomG head reader bmlXpue la rearuentiaobsalRedan gas- 2tlOn meexroverkae me Irene. and aiagonn Bracing.Follow No remmmarlrHliona bwr r around, swami lagwalai, Use ens br roan,lire.mamlli g anmempoRrY re+traimne dammwMaaonss Ee mad, in MCC* resbrtYlM NO�Mae g a antl dailpd ee Rekrto res-Guieam ycu eempa2l ae ens ryyas. t¢a al fntlep aF51 hNSNxuae,mitre-I.applala. 6 Breono of n1cm P Rwme'mn v Aamwm NUN"and ens alae— and b wunpaquele. ]ltID5�^brmpeaebileaninlcrmalion. mBs tleWlapa,an ply--e onde ^prow inhdmdhN Q AniTI III point may W used kr buMW0 TN# Gsp n Orewinge may sp»ay Ircatiov of AS aAd 1.1 husaee up b<6'(13 T r red pemwnent lateral Moshe lm or reinmreement kr Los Abous ee Asbsb e,lost .a pueece dMoo perellel cboN lltaaes up to 30(9.1 m). mervleuel We+member.Refer m trod 9csl-al••• les bwxzxboas de reabiaibn bkml pa'ma,,gnk o Use a1 mast twa Xn poirAebrbpMba W Mop for mom mformaddangeou Mall filler cerrMonant bacing reMrzo en ens mgmb'ob'NdviOueks M(rvss. 1L store Pit.'.less up m 6P(183 m)std cerel- -pyppHlNG for net ovenoae suppoNn doaign a the raponeArd,of the builde,designer. lea.rear SCSI Sl—Mare Moes a. IS lel crows."as up to"(131 re).Use el mast WARN I wMwssD ourn g 251eeabsaseMseeam Mi MethodistAMk Nue Illi hots.far Wndks of lop Ulm,pihA respansadlba00N even.d..,... t—aw(18.3.)and Would Gua Wsaea IADVERTessual Ab sMrec -se 141'111M), eshuawa sppyaea Moro Nppoetaa han® MNOEN The mn»puanms oMnip er Wsses_ a,brncDcaingl tinagraea irx Fl,ede lnadw+oM lugeree levanfarpam aM bacnp mnreauX In avAlepae 0llM p+WNes Ee IN»e8 debonsu supead bxe 0 pbw Wea bunaba In stable poslllon. sWcl. o worye wn <5'yWeees ee eueMae{adak25 he 30'0 w deaN. us peaplel injury Pu»psquetm ae(mssea en Ina Uw pvb mptW doe'punbs eebveaMmn Msk'M a+hek. ,PELIORO/El resulbda and an made,,levant,- qNp edeWasan ee M,Ca+I,cenv mpYneN —for rvubla,ianmsfa iCn yade+ofrevmnem a»b 60 y h,.se'es as agNas p+2kks bale prede»rbwida ee le afnK}urzo <S.U»pab menps eospunbs de kvanlermngNtys dealym ee NNda+upenu'Intli,IMa age prod,home" o mud104. mase m.,Wsses ee cueNaspa2kks mesee d5'. A¢cfil osaggi Fs......end.... Mechanical Hoisting Recommendations for Sin le Trusses ganDeng ensues armgne Wa»ema.oie Recomendaciones Para,... :d Tosses Indirnduates aamegl gl d prevent inlury.Wear ii� meraonel Ponsomive damenmenl for trained rains s, teal,nantla dna rad when working with �Using a single et the peek can tlamage ma Irvss. tm»»_ Elmmebunsobl a I pGd:r5M1i4�9 UtlHw caul&e alquiYedlas a al bamCnaaadepas d+napiw parekranferpueUe o lcs pseaZd9 demNal e,w/ebd pat dubs m'arlw enb rosw»»rpma„ridwMdieaarsaaL • Lklre Negam gokcflvopNemalpam opa, aws..aa+rga0e:a roemep Lanbry Moro Auee mases. slashed mum.in Uface rtlaeo r Nerw pegalan111.1 maXa81s°°a.as.w eo ,e l neror ING does.,.ao Handling — Manejo ad a„iwxft —,a-. BkN,lmaoea MAVGalateral mdopuedlos. pso.r °k r4v AYMlsei 1wIp 1 ennaina SpreaCerbar epry,grtrzm tussle+ re I N�TCod�e he ft.bm,al (OIIN6a\� pose w'N' � 1 �Ple mmramr ` .ousaaas s.teo w[:I in raeponaiele kr, 0 Hoa each hu»In poeNon with the nediuosupsy unleady receiving, I� 3YpuswM m� rind end speng sgulpmenlunbltop Gmwlempomnl ml Tyare ram the wa ese aulp roshamua malauea and mehu»iskNenea )mobsila.Unsof Wass to the sai ilmo. w—msuasaalu9*e�emnewna9 sr .umacempr—.damMoe. 0 U»pTpadg- U»Wuly pled^ El xnhaitm perela resm,IsadllMd d82tidr 9in9 and haiNing pee haen••e Swl so a.gees dy.pasrcvM,of.,a'oay Artie,��a a,or, hhxNn lBMal fdrrywtlde E,smpsryaMawnar MecuaWmenfe ens aqusmenb impmyq. 0a aupendrask 1psleletlo yellruss esb esegund0 en ens soyurtas hea»s m bonaoawJyuebained enb Installation of Single busses by Hand nmalien wm prewnl.Ndalm. Recomm. godidtones de Levanfamienro de Tosses Individuates Por La Man s mossid.ge _ at< Than. m) 36 IR 16.1 May • , less k k upMappertal- ceak. 9uerlertt'inlsaWodfe ens lrus'ua t TNee6a upbN eelmmob+ F Tmeeae open 3P menmdeformreso 16.1.) lms»s ee 30 0 Trvssn maydatdoess,Iflyon Nagmub el0D0 NOT,More NO ahll�Cpna - Trveses hasty 2S plus III memos. Trueses hasta)30 pas hlatimeordellveryoremrea temparzaly in mnlap uDnwa DUMlas vartiwMrenle ms and Naground eherealivery Illnmuarab Le IDIOM I,wws+u&bs. Nnatl lw more than one week,pmts DbGirp N 7lamporar�r Restraint 8e Bracing Samciht enghe Monaath the nee Nhuwa x6' R,,=ry ArrlostM 7bm r ,m)ro 10(S.)m>wno,(ma). y al Ll�hussespuadan .,eeweryed.haMfa �Refer to SCSI 82...he mora mmrma0en. sebm Nsueb an apuNmmanb de wll,epa *7.4CMNiamperary nawna0os renpraXnm(e an Montego—Ar IHa al,e+umw,SCSI-H1'^ mSS lnbdmac.NReslnnl awloeesp.a da hould,.Sl be Wsses esfa Dasasdalne samara,q,pa twte gmugG Orew+fw first W»direGryin AneIC )all Mows of kp GpNbmcere ry labs,..i(sea table in Ne Most w,umn).WrMke6opmlMclaught kommeemamnmenwwk.corer zzo.c.,tvpamesgess. props l8t M ss 05Cg etas Maow p1 11 oNamaianle. unB»n aroaM. GWlau&. +uperbrlvaa la bale an kprdvima cdumna/ RNar ro acs,- 1-1 11 imdnnedm w,- 'Sore'mly DO xm walk on enhanced W99e+. .1 lamig n dUirmo oM6a erosgaWWawa. - xo w.,mam m,a es moss,a. wrNMor, r—prminwmaw„maaeNN aaanons Wemde Nne»,bralmrawnNo e,Im We+e+ � DO NOT and 1 m as anal m Mm d+MM/o. smdu2l sn»m' gn ea ppletlm m,w»and o m g . 4 shi Manv cm,oa a-. Rereslmremo rem lar Neoapu,edo a.—aemarlmlaatrus. I IIII II IfI• �J% - -w', OOZ9IZ81,06-bZZZ£ 'dd ' 3111ANOSNOtlf ZOO-31S'1?Jf100 ANd NOl1f1S SbLb-L4SL C .60 y. Z: d m: O 3 m: M : s 'f••• LgvI ON n : ' ��', 4Hrt �a)tle4aS00 -I I��F3N iad`hau6lsa 6ulpl!nq ey)i m)oru)s e 'ol pima�l to sae 6u3 ay) lgplglsuodsa ayl s1 ala lem)oruls Ile iol 6u!owq )uauewied pue'samol lwalel iaylo io 'olws!as'pulm)slsw of 6ulowq bu!Pnlou! '6ulppnq ayl Jo)6u!owq luaueuuad -6do3 aa.g a jol 68olouyoa_ zadV pe)uoo aseald 'abed sly)uo umoys sluauodwoo ay)yl!m ails ay)of pedd!ys uaoq lou sey 18-IS08 ll -uoilellelsul 6uunp sueld Iwn)omis pue Iwnpa)lywe ayl yl!m uo!lounfuoa w pesn aq p!nogs'i8"ISOO bulpnlou! 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I Q w MA P SHO 4 BOUNDARY SURVEY OFx LOT 2 & LOT 2 BLOCK 6 SELVA MARINA UNIT NO 6 O 9 00 A S RECORDED IN Mei P BOOK 27 & 34 PAGES 51 , 51A - 51B, 6 - 6A w z OF THE PUBLIC REC )RDS OF lel A SSBI U COUNTY, FLORIDA . a true design studios LL 4745 SUTTON PARK CT.,SUITE 402 JACKSONVILLE, FLORIDA 32224 W P 904.821.5200 F 904.992.8700 WWW.TRUEDESIGNSTUDIOS.NET LOT 22 BLOCK 6 , w '10' 18844' S' BRA '- N78 3 ►- z 17 c� LINE OPWROS _ W SI FENCI G 72 ¢ p) W ON LOT 23 00 O B OCK 6 w w o Ln Vt -c (n N W J 20.0' 97.0' 4.3' U N � '� 2 4.0' 11 .3' 21 .3' 16. 2 3.7' Z_ o - LO % 11 0 r-------- r-------- O 1 I 1 I I I I I 1 Q0 360 Corporate Way U L--------J L________J ,I Orange Park, FL 32073 Z r---------t r-------- III 1 It Iwww.dreamfindershomes.com 4 PROPOSED ii ii ! ; iii Q FAUX GRASS HII it II LJ :.. w it I I W Lin M T I I i /. I- I 1 � u 11 [T 1 W ^I II f --------------,-,-------------- I II 7 �; ` LO U L 1 ,T 2 i ii O '" �} _ `— co ii 1 ENTRY at 1.7 FFE L______ _ _ _ O J Z F— • 1 L ------ - i 1 LOT 1 0.6' FFE (20" BV GRADE) ' ; - --- ! I V W = 0 (13.91 ' ABV ACG) 2.0 FFE BLDCK 6 (15.01 ABV ACG) 24 AB GRADE ,� ~ ry 0 z Nz_ _ __zz__________»__________ ( V ) 0 0 -------------- -------------- _ (15.31 ' ABV ACG) :-- x �— w F- -------------- — I I I I I I II UI I I II __ ________- L ------------ CD J 0 PROPOSED j i 1.r1 00 _''�S ON C DRIVE 9 J STREIT RESIDENCE � 30.7 7.3 20.3' 14 0' N COUNTRY CLUB LANE 24.7' �Np LOT2 & LOT 23, BLOCK 6 — DUVAL COUNTY/FL cfl zm 13 o O I 15 PROJECT NO: N I 2016.1033 20.0 9 7 0 DATE: CV i o i 14 00 DRAWN: 08-29-16 00 O I 12' MAX WIDTH FOR � RKM I � I CIRCULAR DRIVE 0.' CHS. DWR z o z I 13 O - o I 12 1�4 REVISIONS:00 U cr_ 12 n�C�� 01-23-17 DWR 1 1 - - - 1 1 o v 03-13-17 KLH 12.0 MAX 12.0 M A X ', 03-28-17 DWR (n —) 040'22►r r �j� 04-05-17 RKM Z L S83 W 152.78 0 04-19-17 RKM (� vPROPOSED AVERAGE CALCULATED GRADE (ACG): 13.31 FT ABV SEA LEVEL ING LOCATION OFf.A 0 9 T LL 60-F TRIGHT-OF-WA 9W g ARCHITECTURAL SITE PLAN 010 Z) 8 SCALE: 1 " = 1 01_011 U) Q D w ROOF NOTES ti 1. SEALED ATTIC W/NON-VENTED ROOF r PER BUILDERS SPECS r 2. ALL OVERHANG DIMENSIONS ARE TO r EDGE OF RAFTER. REFERENCE WALL z SECTIONS/DETAILS FOR ALL OVERHANGS NOT DIMENSIONED 0 3. ALL ROOF PLANES AT LESS THAN 4:12 PITCH REQUIRE(2)LAYERS OF#15 FELT OR#30 FELT SECURED USING CORROSIVE RESISTANT ~_ z FASTENERS PER FBC R905.2.7 td s w 3. ALL ROOF PLANES GREATER THAN 4:12 PITCH true design studios REQUIRE(1) LAYER OF#30 FELT SECURED LL RR IVE RESISTANT FASTENERS 00201 TRUE DESIGN STUDIOS, INC. 4745 LITTON PARK CT.,SUITE 402 LL USING COOS -- _ __- JACKSONVILLE, FLORIDA 32224 w PER FBC R905.2.7 P 904-821.5200 F 904.992.8700 WWW.TRUEDESIGNSTUD OS.NET Q -- - ---0-- - 1'-8„ JTYP CU 04 i 0 L-T a0 a� w N - -- -------- ----- -- _ -------- --- c� 3/12 > '� --- �- I z 3/12 2 x2 1I w I I � ODI I �� I I ILL � JPS c l I 0 af � O I I I I I I 11 I �Q M I I i I I I I — --- - - - 15'=91/2" - - - -- - - --- i 4,_0" L — �1c -- ---- -14�-0" LO I I I I - - I I II w 'y.- ��Q Q I I I � V 04 II I I I r I II I I I I O I LI a I i 1 Z c I l—I r 8/12 8/12 > I Q RIDGE - - - -___ LINE OF �-�, _ I ( 3/12 I 0 2:12 �- -- - - -- - - - -- - - -- --- - � I CRICKET �� I EJ I 0 I 360 Corporate Way 8/121 N I R E I �► Orange Park, FL 32073 Z_ v- I ® I www.dreamfindershomes.com < I -_ i I o o 8/12 I I I RIDGE ! W�i 1 I I I I 1 I L C14 I (n w = w 1 I ► W G U) 8/12 8/12 > IO i ' 11 W w z I � II I 0 I 1 104 04 3/12 > I O O M 4( 3/12 0 I8/12 > i V ----- -E --- ---- ----E------- ---- I1 II II II II II � I 1 18/12 I I Jq _- I i I I -�•�- I 1 STREIT RESIDENCE j I I I COUNTRY CLUB LANE 11 II i i I I LOT2 & LOT 23, BLOCK 6 __ 8/12 8/12 d DUVALCOUNTY/FL (O N I i I I O ICN 04 I I I PROJECT NO: CN I 2016.1033 CV i � DATE: 08-29-16 El--------- -- � ap DRAIN:col RKM O CHKD: Z DWR _lc REVISIONS: F- 0 N - -- L= --- - --- 01-23-17 DWR - L 03-13-17 KLH 1 1'-s° 1 8'-10° 1 2'-8° 1 8'-10° 1 03-28-17 DWR to � - , -------- ---- - - -- - ------ ------ -- ZO 04-05-17 RKM 04-19-17 RKM U O LL 0 ROOF PLAN 60 w SCALE: /4" _ l ,_0�� U CD Q W I` r X CONTINUOUS STARTER STRIP OVER FLASHING z INSTALLED PER MANUF O WRITTEN SPECS W W Z I— � a�a Z tds J SILL SEAL U true design studios LL Z 4 4745 SUTTON PARK CT.,SUITE 402 JACKSONVILLE, FLORIDA 32224 W P 904.821.5200 F 904.992.8700 J MTL DRIP FLASHING W/ 1/2" WWW.TRUEDESIGNSTUDIOS.NET HEMMED EDGE SET IN Q CONT BED OF SEALANT V LOW PROFILE STANDING SEAM 5!-8• CONCEALED FASTENER METAL '� W ROOFING INSTALLED PER MFR 7 SILL PLATE Q SPECS OVER RADIANT BARRIER WD SHTHG OVER PRE-ENG WD ( A401 02013 TRUE DESIGN STUDIOS INC. SCALE: 11/2' = 1'-0" X z 0 TRUSSES (RE: STRUCTURAL) I (n v LOW PROFILE STANDING SEAM W EXTEND HOUSEWRAP TO 12 CONCEALED FASTENER METAL 0 3 TOP OF SHTHG INSTALL FLASHING PER I ROOFING INSTALLED PER MFR ' LL 0 ,_ H 2x6 SMOOTH PRIMED MFR SPECS SPECS OVER RADIANT BARRIER FIBERCEMENT LAP SIDING z It — $ — — 21'-7" BONUS BR OVER APPROVED HOUSEWRAP IaR O -'I' KDAT PRIMED PAINTED - — ( WD SHTHG OVER PRE-ENG WD INSTALLED PER MANUF \ RAFTER TAIL I TRUSSES (RE: STRUCTURAL) WRITTEN SPECIFICATIONSEXTEND HOUSEWRAP at 24 O.C. CO) � � OVER NAILING FLANGE ,,, v, =' 1 1 EXTEND HOUSEWRAP TO /2„ TYPE SAG RESISTANT- TOP OF SHTHG MTL DRIP FLASHING W/ W 17 o ALUMINUM DRIP OVER or 5/g' GYP BRD at LG 12 I HEMMED EDGE SET IN CONT _I w _ 3 2x6 SMOOTH PRIMED BED OF SEALANT ,� Q 10'-1 1/8” 1st LEVEL BRG 5/4X6 DECK BOARD HEADER V RIPPED IN 1/2 (2) 2x6 TOP PLAT KDAT PRIMED PAINTED : 1x2 SYNTHETIC TRIM(SLP TOP) _ (RE:STRUCTURAL) = U) RIGID NON-VENTED SOFFIT (RE: STRUCTURA = RAFTER TAIL-) /,5x4 SYNTHETIC TRIM 0 at 24" O.C. at PORCH CLG ONLY WITH = 1x6 V JOINT PINE EXTEND 12 SELF-ADHERING _- Z BATTENS at SEAMS PRIMED, T&G MEMBRANE FLASHING OVER WINDOW-- - BED OF SEALANT4- 5/4x6 LANGE SET IN CONT Q 5/4x4 SYNTHETIC TRIM 2x KDAT PRIMED PINE — -- -- 5/4x6 SYNTHETIC TRIM ALUMINUM DRIP OVER 5/x10 SYNTHETIC TRIM 5/4x6 DECK BOARD Mn DRIP FLASHING W/ 4 2x2 SYNTHETIC TRIM RIPPED IN 1/2 HEMMED EDGE SET IN CONT 5/4x8 SYNTHETIC TRIM I BED OF SEALANT (n 5/4x8 SYNTHETIC TRIM 360 Corporate Way 0 • (CUT TO FIT) � — BEAM (RE: STRUCTURAL) 1x6 V JOINT PINE z PRIMED, T&G Orange Park, FL 32073 z 8"x8" FINISH COLUMN W/ HARDIE www.dreamfindershomes.Com NOTE: APPLY SEALANT AT ALL �� Q TRIM W/ DECORATIVE CAP & (3) 2x8 HAND HEWN 6 W�N DOW HEAD � EXTERIOR MATERIAL JOINTS IN BASE (PER OWNERS SPEC) 1 CEDAR BEAM (TYP) A401 ©2013 TRUE DESIGN STUDIOS INC. 1 ACCORDANCE WITH ASTM C 834 SCALE: 1 2' = 1'-0" W AND ASTM C 1193 U) W 8"x8" FINISH COLUMN W/ HARDIE _ 1 ENTRY PORCH� SEVTIOI�1 -FRIM W/ DECORATIVE CAP $c OVFIBER LAP OVER APPROVED HOUSEWRAP w ©2016 TRUE DESIGN STUDIOS INC. SCALE: 1" - 1'-0" BASE (PER OWNERS SPEC) INSTALLED PER MANUF A401 — WRITTEN SPECIFICATIONS W V CONTINUOUS BEAD OF LU SEALANT at PERIMETER V t , O %X4 SYNTHETIC TRIM A W z = o EXTEND HOUSEWRAP z ALUMINUM DRIP W OVER WINDOW FLANGE - � Q 42" HANDRAIL PER CODE SET IN CONTINUOUS BED O O OVER 1x2 DRIP VERIFY STYLE AND CONF of SEALANT __ U) EDGE OVER 5/4x6 W/ BLDRS SPEC) Y4'JOINT W/BACKER W ROD&SEALANT DECK BOARD O� � RIPPED IN 1/2 12- - ' U 2x6 SMOOTH PRIMED KDAT PRIMED PAINTED RAFTER TAIL at 24" O.C. 5 WINDOW JAMB 5 T&G PLYWD SUBFLOORI JG SCALE: 1/2 1 -0 /4x6 SYNTHETIC TRIM INSTALLED PER MFR WR TTEN � STREIT RESIDENCE A401 013 TRUE DESIGN STUDIOS INC. _ MTL DRIP FLASHING SPECS OVER PRE-ENG WOOD COUNTRY CLUB LANE 5/ SYNTHETIC FLOOR SYSTEM PER AP FORM 1 1/2" , LOT2 & LOT 23 BLOCK 6 DRIP EDGE NO. E30U (RE: STRUCTURAL) 5 PROJECTION 5 M -== _ _ PER BLDRSOSPEC OF DUVAL COUNTY/FL O /4x8 SYNTHETIC TRI = PORCH BRG 10'-1 1/8" EXTEND HOUfEWRAP r 5/4x2 SYNTHETIC TRIM 11 -5 7/8 2nd LEVEL FFE OVER WINDOW SILL - - — 1/4"PER FT PROJECT NO: 2016.1 033 N / 701 Y4'JOINT W/*CKER 0) 5/4x6 SYNTHETIC TRIM RIGID NON-VENTED SOFFIT ROD&SEALANT 1X2 SYNTHE j C TRIM DATE: 08-29-16 00 at PORCH CLG ONLY WITH (SLP TOP) o co BATTENS at SEAMS / DRAWN. 5/4x6 SYNTHETIC TRIM __ RKM 5/4x4 SYNTHETIC TRIM 'so CHKD: DWR O 5/4x10 SYNTHETIC TRIM 2x JOISTS AT BALCONY W/ DECOR END REVISIONS: �' BEAM (RE: STRUCTURAL) I CUT (RE: STRUCTURAL FOR SIZING) 5 SYNTHETIC 01-23-17 DWR U 5/4x8 SYNTHETIC TRIM /a4 S NTHET C TRIM Q , SET AT SLOPE OF %4' PER FT 03-13-17 KLH (CUT TO FIT CONTINUOUS BEAD OF — SEALANT at FitRIMETER I 9I Y2' TYPE SAG RESISTANT 03-28-17 DWR U) NOTE: APPLY SEALANT AT ALL or 5/g' GYP BRD at CL CONTINOUS MTL DRIP FLASHING WITH OVER EPROV LAP SIDING Z OVER APPROVED HOUSEWRAP 04-05-17 RKM EXTERIOR MATERIAL JOINTS IN (2) 2x6 TOP PLATE HEMMED EDGE (WRAP at EA JOIST) INSTALLED PER MANUF O ACCORDANCE WITH ASTM C 834 (RE: STRUCTURAL) CONTINUOUS BEAD OF SEALANT WRITTEN SPECIFICATIONS 04-19-17 RKM AND ASTM C 1193 INSULATION PER CODE at PERIMETER OF JOISTO EXTEND JOIST INTO FLOOR 4 WINDOW SILL SYSTEM (RE: STRUCTURAL) A401 02012 TRUE DESIGN STUDIOS INC. SCALE: 1Y2' = 1'-0" A401 W 2 COVERED PORCH RAKE SECTION 3 BAL ONY WALL SECTION w A401 ©2016 TRUE DESIGN STUDIOS INC. SCALE: 1" = 1'-0" A401 @20161 TRUE DESIGN STUDIOS INC. SCALE: 1" = 1'-0" (D (n Q ELECTRICAL LEGEND w w SWITCH TV OUTLET THREE-WAY SWITCH O SPEAKER r 3 FOUR-WAY SWITCH L'J THERMOSTAT RHEOSTAT *SD SMOKE DETECTOR Z R Cm CARBON MONOXIDE DETECTOR DUPLEX $ O AFCI DUPLEX CEILING LIGHT w W L� GFCI DUPLEX RECESSED CEILING LIGHT tds Z 6 COUNTERTOP DUPLEX RECESSED EYEBALL LIGHT CT SWITCHED DUPLEX WALL HUNG LIGHTa true design studios LL 4745 SUTTON PARK CT.,SUITE 402 (1220 220 VOLT OUTLET EYEBALL LIGHT ------------ JACKSONVILLE, FLORIDA 32224 QUADRUPLEX LANDSCAPING LIGHT P W.TR EDES F STUDI S.NET W WwW.TRUEDESIGNSTUDIOS.NET CLNG � ® CEILING DUPLEX FLOODLIGHT r - i I I � FLOOR FLOOR DUPLEX VENT j I cl U I W JUNCTION H° VENT AND LIGHT I I Q DEI DOOR BELL °O HEAT AND LIGHT I L J L J 2 Z b GARAGE DOOR IN0 HEAT AND VENT I I - O I U) PH PHONE OUTLET 19 HEAT, VENT AND LIGHT i I W I 0 I 0 NOTE: 1. ALL PERMANENTLY INSTALLED INTERIOR AND EXTERIOR LIGHTING FIXTURES rvElm \ O SHALL CONTAIN ONLY HIGH EFFICACY LAMPS AS PER FBC R404.1 =/ II0.4 2. ALL BRANCH CIRCUITS THAT SUPPLY 120V,SINGLE PHASE, 15 AND 20 AMP OUTLETS INSTALLED IN FAMILY ROOMS,DINING ROOMS,LIVING ROOMS, ■ ■ II "I'1- \, PARLORS, LIBRARIES,DENS, BEDROOMS,SUNROOMS,RECREATIONS ROOMS, II / \ I w CLOSETS, HALLWAY AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A - II COMBINATION TYPE ARC-FAULT CIRCUIT INTERRUPTER INSTALLED TO PROVIDE - U)L--------- Q at PROTECTION OF THE BRANCH CIRCUIT AS PER FBC 3902.12 _ _ V i � \ II r Z PRE-WIRE FOR CLG FAN W/LIGHT � � r----' � II L ------- - -1 ( P INI f SD I Al�T1CI II I LJ Q i I❑ ----- -- 1 --- I (VENT \_ I � ____ ____ � � I 360 Corporate Way (' _ N —- - - z i Orange Park, FL 32073 Z_ \ - LOW I www.dreamfindershomes.com o Q I QCO) c!) W w i U) PRE-WIRE FOR 8D PRE-WIRE FOR W I W CLG FAN /LIGHT CLG FAN W/LIGHTco w I _ LJ r� �— w cn ■ I sD I I \ I I I W z = 0 i I If I I Iw Z I ' U) O Q ■ I I LJ LJ LJ L----- -------� I I I I I I I oO I I I I I I I I I i PRE-WIRE FOR I I I CLG FAN W/LIGHTi I r , J L J r- - I I I I i I STREIT RESIDENCE I I II COUNTRY CLUB LANE i I I i I LOT2 & LOT 23, BLOCK 6 L- ------ - / ---- ---� I DUVAL COUNTY/FL co I i o i PROJECT NO: N I I 2016.1033 GATE: N ---- ------E �- ; i I 08-29-16 00 DRAMRKM O cHKO: DWR 0 I � REVISIONS: U L---- --- -- ----------J 01-23-17 DWR D 03-13-17 KLH [_--_------- 03-28-17 DWR U) 04-05-17 RKM Z 0 04-19-17 RKM U 0 LL. 2nd LEVEL ELECTRICAL PLAN „ _ ,_ „ El W SCALZ) E. /4 = 1 0 U) cn Q W DREAM FINDERS HOMES x STREIT RESIDENCE z O 0 w DUVAL COUNTY , FLORIDA z w true design studios a- 4745 SUTTON PARK CT.,SUITE 402 JACKSONVILLE, FLORIDA 32224 W P 904.821.5200 F 904.992.8700 WWW.TRUEDESIGNSTUDIOS.NET Q U 0 W Q z W CS Cr � 0 CSS LL M 0 8-01 L0 ---_- W w LLM IR I r Q 0 LLMLill T 07 MILLI Z 'j LU-LLL IBMQ 1 360 Corporate Way Orange Park, FL 32073 z M F 77 F-F-1 _ EEO MJ E� Egg] ff�il www.dreamfindershomes.com � Q W W 19101 El Em � El 1=-- F e w Em E ® m Fm ® w Q I- W 0 - � 0 =: W z = o OC W0 00 � z W F- o U ARCHITECTURAL SYMBOLS LEGEND DRAWING INDEX ARCHITECTURAL ABBREVIATIONS LEGEND BUILDING CODESUMMARY SECTION&DETAIL MARKERS: SYMBOLS: ARCHITECTURAL STRUCTURAL ABV ABOVE SGD SLIDING GLASS DOOR CODE ENFORCEMENT J ISDICTION: DUVAL COUNTY APR 2 1 2017 A000 COVER,ARCH SYMBOLS&SHT INDEX ST-1 STRUCTURAL SPECIFICATIONS AC AIR CONDITIONER SH(2) SHELVES(QUANTITY ) ZONING CODE:THE PR OSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF SECTION NO. A010 ARCHITECTURAL SITE PLAN ST-2 STRUCTURAL FOUNDATION PLAN AFF ABOVE FINISHED FLOOR SHWR SHOWER CHAPTE 56, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCL MAX BLDG X _ _ X 0o DOOR NUMBER MARK AHU AIR HANDLER UNIT TB TOWEL BAR HGT OF 3N A100 ARCHITECTURAL FOUNDATION PLAN ST-3 1ST LEVEL STRUCT FRAMING PLAN BLK BLOCK TPH TOILET PAPER HOLDER A000 A000 ZONING CLASSIFICATION: WIND ZONE:130 MPH SHEET NO. A110 1st LEVEL FLOOR PLAN ST-3A 1ST LEVEL FLR&ROOF FRAMING PLAN CABS CABINETS T&S TUB and SHOWER 2014 STREIT RESIDENCE BUILDING SECTION �A WINDOW MARK A120 2nd LEVEL FLOOR PLAN ST-4 2ND LEVEL STRUCT FRAMING PLAN CLG CEILING TEMP TEMPERED FL BUILDING CODE- RE IDENG: 2 4 FL BUILDING CODE- FUEL GAS:1 CHR CHAIR RAIL TR TRANSOM FL BUILDING CODE- PL BING: 2014 NATIONAL ELECTRIC CODE: 2011 A160 ROOF PLAN ST-4A 2ND LEVEL ROOF FRAMING PLAN COUNTRY CLUB LANE A200 BUILDING ELEVATIONS-FRONT/RIGHT ST-5 STRUCTURAL WALL SECTIONS COFF COFFERED VOL VOLUME FL BUILDING CODE-MECHANICAL: 2014 FL FIRE PREVENTION CODE: 2014 COL COLUMN WC WATER CLOSET OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE:VB LOT2 & LOT 23, BLOCK 6 VERTICAL ELEVATION MARK A201 BUILDING ELEVATIONS-REAR/LEFT ST-6 STRUCTURAL DETAILS COND CONDENSER WD WOOD SPRINKLED:NO FIRE DISTRICT:NO SECTION No. A400 ARCHITECTURAL WALL SECTIONS ST-7 STRUCTURAL DETAILS CRN CROWN MOULDING WH WATER HEATER X A401 ARCHITECTURAL WALL SECTIONS CVAC CENTRAL VACUUM SYSTEM WNCT WAINSCOT DESIGN CRITERIA. APP X HEIGHT AFG:33'-911/16" MEAN ROOF HEIGHT AFF: 26'-25/16" DUVAL COUNTY/FL c0 A000 BUILDING AREA: r" A500 ARCHITECTURAL DETAILS DBL DOUBLE WS WATER SOFTENER O SHEET NO. DIAG DIAGONAL WASH WASHER 1 st FIJVOR: 2,318 OCCUPANT LOAD:N.A. MIN EXITS:N.A. MAX DIST:N.A. N DETAILMALL SECTION � NORTH ARROW DR DOOR 2nd FLOOR: 1,245 'OCCUPANTLOAD.N.A. MIN EXITS:N.A. MAX DIST:N.A. PROJECT No: DRY DRYER 2016.1033 o TOTAL LIVING: 3,563 OCCUPANT LOAD,N.A. MIN EXITS:N.A. MAX DIST:N.A. N z DW DISHWASHER DATE: 08-29-16 EB EYEBROW GARAGE: 684LOTAREA DRAM: RKM SECTION NO. FL FLOOR LINE(MAT.CHANGE) RKM x FLR FLOOR ELECTRICAL MECHANICAL FP FIREPLACE ENTRY: 245 A�q PUD COMPLIANT �"KD� DWR OZ COV RED PORCH: 620 ��r� SHEET NO. E100 1St LEVEL ELECTRICAL PLAN FXD FIXED TOTAL NON-LIVING: 1,549 REVISIONS: FXT FIXTURE TOTAL UNDER ROOF: 5,112 0 E101 2nd LEVEL ELECTRICAL PLAN GLS GLASS 01-23-17 DWR U HB HOSE BIB 03-13-17 KLH KS KNEE SPACE LAV LAVATORY 20014 03-28-17 DWR U) LT LAUNDRY TUB BUILDING VOLUME: 0405-17 RKM z - MRBL MARBLE 1 st FLOOR: 23,180 O MC MEDICINE CABINET 2nd FLOOR: 11,205 04-19-17 RKM - M T MIRROR TOTAL LIVING: 34,385 J O 3 COPY PLUMBING OH OVERHEAD OPNG OPENING THIS PLAN MUST BE O LL OPT OPTIONAL ON JOB SITE F O R R&S CLOTHES ROD and SHELF AOOO D 0 REF REFRIGERATOR EACH INSPECTION W SD SOAP DISH SDLTS SIDE LIGHTS to Q d w r X Z O 0 w 9T-2" 21�" 16'-8" 23'-10" tds z 24'-0" 11'-4" 0. true design studios 0- —————————————— 4745 SUTTON PARK CT.,SUITE 402 JACKSONVILLE, FLORIDA 32224 w P 904.821.5200 F 904.992.8700 ©2016 TRUE DESIGN STUDIOS, INC. ————————————— J ———r- ——— ———— —————— —j I WWW.TRUEDESIGNSTUDIOS.NET c� ------------------- I I Q 1 o V i r- --� I ------ ---- -T- I I U) i---- ------I---- -- r- - _ I I I NOTE: SLAB EDGE at PORCH TO I I ( M� I 1 I I OVERHANG STEMWALL 1 1/2"FOR w 0LL /� 4" 0� I DRIP EDGE(TYP/RE:3/A400) � i0I I I I I - ---- ------------ - ----------------- -- S --- - -� R Z N 1 L-J I I I $4�- I I I i I �, rWn FLR — ————— ——————— — ————————— ————- V I I I I CMU WALL(3)COURSES I TYP at PORCH I w 1 (RE:STRUCTURAL) i j 0 3-o " 1 I 1-6" I -4" ,� _ �I" - 9 LL - - ---- -- -- -- -- - -,�-- - ---- ---- ----,� o _ I i i �, 0 ------ --JI I N I I O O �- - -------- -- - - I I b 12'-2" I U) 49'-4" I . 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Q SHALL E 98 1/2"HIGH ENGINEERING DRAWINGS • PER FBC R302.12 IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USEABLE SPACE BOTH PER FBC R-312.1.2 OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30"ABOVE 0 SQ. FT, FOR ALL EXTERIOR WALL STUD ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY,DRAFT STOPS FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 34"IN HEIGHT MEASURED W SPECIES, SIZES SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED VERTICALLY FROM THE NOSING OF THE TREADS. 1ST FLOOR 2318 AND SPACING. 1,000 SQUARE FEET. DRAFT STOPPING SHALL DIVIDE THE CONCEALED SPACE INTO 2ND FLOOR 865 APPROXIMATELY EQUAL AREAS AND INSTALLED PER FBC R302.12&R302.12.1 • PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR NOTE TO CONTRACTOR: AREAS,BALCONIES AND PORCHE$SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL r, TOTAL LIVING 3183 INSTALL ALL CONTRACTOR: OUSEWRAP, CLOSURES WHICH DO NOT ALLOW�PASSAGE OF A SPHERE 4"OR MORE IN DIAMETER. X WINDOW AND DOOR FLASHING, GARAGE 684 TAPING AND SEALANTS PER MFR WRITTEN INSTRUCTIONS z z COVERED PORCH 588 97'-0,. O ENTRY 245 BALCONY 32 01 24'-0" 11'-4" 21'-4" 16'-8" J 23'-8" TOTAL NON-LIVING 1549 12'-0" 91-4" 2'-10 11'-0° 2'-10" 11'-8" 12'-0" 4pol z 4010' 2'-6" 3'-9" 3'-9" 2'-0" 3'-7" 2'-8" 3'-1" 3'-0" 9'-0" Q. 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U N i i I W� = N N I a I 360 Corporate Way C� 1R& 1S - ILE SHW I\ I w `o _ Orange Park FL 32073 Z mum - - I§ Z -J O m = o _ �, lrnl N g _ o I I - - 32"WIDE OHC I� O O = iv --� --- -- -- J z N 6o Y o +i -v --- --- - ----• fids aBv - OHC OPNG HD _———— _ — m xr_ __�xs wAhL___ o w o =_ N I�1 �, �, www. ream ndershomes.com I _ ( R Q Q Q m co co I -Q- --� - at 6 AFF) STOR r ,� w " - a `� iv o Cl I 1 0 R I p 1 Q I I - 1 ) SLP CLG �Z c i z N I I '09 d _ 1 LT I '� = p Y m `° I 4'-0" 11'-6" cm po _= I - -- --- - - -WSH DRY--- I > DROP Im Q O = 1 r EXTEND 36"H COUNTERTOP ———— — I I ❑ o= LNDRY ZONE IM °° 0 24"OVER 2x6 WALL BELOW N I I W �c CL -------- ---- CL w I I co _ ------- _• pv , o> N 8o a� 10'CLG 10 CLG \�� UP LL I I 0 W Ln ,� �' z u' 5 1/2 1 I.. 24-51/2 9-21/2 LL 2- 7-81/2 3'-11 3-71/2' 3-10 1 a ¢ 5 01/2 iv oI— _ N I O� co � I I I I ti I _ W I Q IIL MEN[-- FOYER i � i i `�i i � � i i W J 28J60 SH 28/60 S 28/60 SH 28/60 SH 10'CLG I , DINING I I I (9 U I w I I W T-8 H.H. -8 H.H. T-8 H.H. T-8 H.H. z U-I 1 - VAULTED CLG I I ( z Q I v I I (� O W/28/14 W/28/14 W/28/14 W/28/14 a Q I I a o v TRANS ABV TRANS ABV TRANS ABV TRANS ABV '� -- - --------- -------� -- I o 1 I z W z = O GARAGE I - - 3'-10" 5'-2" 2'-3" 7'-8" T-6" 4-0 W� - ---- - --------a I---------° ----= w o o lu l c� W Z N o � 't = I � - COVERED ►Q1 _ 10'CLG ABV MAIN FFE IT - _i 1 p � 0 � ❑ 0 9-0 r 21'-8" O lo�l � ❑ WALLS&CLG BETWEEN pO 30/80 ENTRY W/ I I 1 I I � PORCH ++ � M GARAGE&RESIDENCE TO BE ENTRY 5"x1o"FINISHED Yz SQ I I SLP 1 1 SLP I 10'CLG � m c W U) 10"SQ FRAMED FRAMED WD COL (2) 10/80 TEMP 1 I """"'" Ix p Z COVERED WITH GYP BRD ON FINISHED 10'CLG (WRAP COL TRIM at SDLTS&50/10 I I CLG I I CLG i I -1 GARAGE SIDE OF STUD WALL COLUMN(TYP) CORNER PER OUTLINE) TRANS ABV I I I I w U PER FBC TABLE R302.6 --____ _ - - - - p HDR at t9'AFF HD at t9'AFF HDR at t9'AFF HDR at f9'AFF I I I ---------- -------- - _---------- ------ - --- � II w 28/60 SH I ► I � i I o CO= W/28/14 --1 ---- " ----- I I m 2- -- --- - - -- -- - --- - --- ---- --- - TRANS ABV I I r I _ _ Wt 1 0 am I I I I I I I I = HD att9'AFFco ---- _� O I I _ C I I I FAMILY 1 1 , I 5"x10"FINISHED/ i I T-s" T-8 7'-s° T-e" 3'-4° 4'-0° I x Y2 SQ STREIT RESIDENCE FRAMED WD COL VAULTED CLG 1 1 I ca in (WRAP COL TRIM at O I I 1 I 30'-8" 7�-4" N=V Q - 1 1 OI _ Q CORNER PER OUTLINE) COUNTRY CLUB LANE I I I I m=Ncn 1 1 I =Ntn , i i I I I > o I I I ��� 90/80 90/80 - LOTZ & LOT 23, BLOCK 6 O NI\>� ---- -----1 I--------_ ----- Nn3� O ---I (------- M % "' �=tea— --- -- 1 1 — ----- x='Q DUVAL COUNTY/FL (_o a� I I I m aZ o O N� ' 42"ISOKERW FP W/ I N 9 PROJECT NO: N ~ BRICK suPoRouND on ~ ' 2016.1033 AND MANTLE PER �1 DATE: N iBLDRS SPEC ;, DRAM 08-29-16 O r---- ----I CHKD. RKM Z DWR 0 N REVISIONS: U 01-23-17 DWR 28/60 SH 28160 SH v � x. T-8"H.H. 7'-8"H.H. 03-13-17 KLH W/28/28 W/28/28 TRANS ABV TRANS ABV 03-28-17 DWR U) T-1 1/2" T-6 1/2" T-6 1/2" T-1 1/2" z ;o 004-05-17 RKM 0 6'-8" 11'a" 6'-8" 6'-8" T-0" 6'-8" 04-19-17 RKM C� 11 ol. 24o-8" 38'-0 20-4 14'-0" O u- 974-0" ❑ 1 st LEVEL FLOOR PLAN Al 10 Z) U) SCALE: /4" = 1 '-O" U) NOTE TO FRAMER: Q STAIR NOTES REFER TO STRUCTURAL ENGINEERING DRAWINGS W FOR ALL EXTERIOR WALL STUD SPECIES, SIZES 1. (19)EQUAL RISERS AT 7 7/16"EA AND SPACING. (17) EQUAL TREADS AT 10"W/ 1"NOSING EA (TOTAL TREAD DEPTH TO BE 11"MIN) X NOTE TO CONTRACTOR: 2. TREADS SHALL BE 2x12's GLUED and INSTALL ALL HOUSEWRAP, NAILED(RIPPED DOWN AS REQUIRED) WINDOW AND DOOR FLASHING, TAPING AND SEALANTS PER Z 3. RISERS SHALL BE 1x8's GLUED and MFR WRITTEN INSTRUCTIONS O NAILED(RIPPED DOWN AS REQUIRED) 0 4. LANDINGS SHALL BE CONSTRUCTED OF W 2x8's @ 16"OC and DECKED W/3/4"T&G Z PLYWOOD GLUED and NAILED tds 5. STRINGERS SHALL BE 2x12's EQUALLY true design studios � SPACED(TYP) ____ ___ ________ _ 4745 SUTTON PARK CT.,SUITE 402 — JACKSONVILLE, FLORIDA 32224 P 904.821.5200 F 904.992.8700 W -------- ---- WWW.TRUEDESIGNSTUDIOS.NET -j — — —— — — ——— — ——— I ------ I I I I I U I 57'-8 1 T ————— 10-1 1/2 —a — 0 1 w I ' " Q I I 18'-6" i 33-41/2" 5'-10" cl I W I N I 6%91/2" I 13'-0 1/2" 3'-T 9'-11 1/2" 01I IZ I I I 2'-4" I 8'-1" 2'-71/2" 4'-8112" 5'-3' I I In3F, 0 1001 ' I ' I I 20/40 SH 28/60 SH I 28/60 SH 8'-W H.H. I I LL '-0"H.H. 8'-0"H.H. TEMP WEI ! 72"x34" 1 R&1 S I N \STI E� O I / o p N -1c II M ° BATH 4 I to ai=a 04"CURB o II / \ 9'CLG II I w COR 2 O BATH 3 N BED 2 Go °Q c4H 9'CLG L --------� Q 0 r N°D LL 9'CLG o WIC y O 5 SHS — 1R&1S � II � M 9'CLG ��� 9 CLG II i >! 0 " 13'-71/2" r " -w1 WIC II 1--------- z 4-101/2 22.5 x34 otf `7 28/80 ATTIC ryrO� 9'CLG 20/40 SH ? LACCES _j it I L J Q 8'-0"H.H. 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FROM TOPO) FOUNDATION WALL W/STUCCO PARGE 3 (RE:A01Q) 0 COAT(TYP) A400 RIGHT ELEVATION 360 Corporate Way SCALE: Y41I — l '-O" Orange Park, FL 32073 Z www.dreamfindershomes.com BUILDING HEIGHT from MAIN FFE _ _ _ _ -—_ - _ _— METAL ROOFING Q 31'9 11(16" _ _ _ _ _ _—_ — (TYP/RE: BUILDER SPECS)(INSTALL PER MFR WRITTEN INSTRUCTIONS) T-6 1/2" I I � I I W H 3 .I A401 W U �— w 2 cn r z O 22'-1" LOFT FALSE BRG _ w c Z 12 — 8 12 _ _ 12 - G Q LOFT BRG _ 8 8 _ 8 U) O IEZE at yj U) GALE END(TYP) U) W tZ) 28/210 TRANSOM at U 17�GARAGE FALSE BRG i i 14'-4"SILL HEIGHT(TYP) LIVING/DINING FALSE BRIG 1 T-1 1/8'1 lit I _ —Liu—UL L 42"H HANDRAIL I 12 —_ LIVING/DINING BRG 14'-1 1/8" (VERIFY SPEC W/ I 13 OWNER/CONTRACTOR) I � I I 1 2 STREIT RESIDENCE 11'-5 7/8" 2ND LEVEL FIN FLR �! �) LINE OF�2ND LEVEL FFE BEYOND l 1 I L I Ll I A401 1"x6"TRIM OVER 2"X2" COVERED PORCH FALSE BRG 11'-1 1l8" TRIM OVER 1'x8"TRIM COUNTRY CLUB LANE COVERED PORCH BR_G 10'-1 1J8" 10'-1 1/8" 1ST LEVEL BRG _— I n LOT2 & LOT 23, BLOCK 6 m DUVAL COUNTY/FL c4 I I � I I 3 O 1"x2"TRIM OVER 2 20"x10"DECOR VENT(TYP) N 1"x12"TRIM(TYP) Aao1 LOC at UNDERSIDE OF HDR PROJECT NO: oI - i W/2"TRIM at SILL DATE: 2016.1 O33 N 1"x2"TRIM OVER _ 1"x6"TRIM(TYP I 91 DRAwN. 08-29-16 O at DOORS) 17- i RKM FIBER-CEMENT SIDING WJ 4" I I I z TRIM(TYP)OVER APPROVED ® I I m e cHKD: DWR O HOUSEWRAP(INSTALL PER MANUFACTURERS WRITTEN _ ___ T-�o ____ I I REVISIONS: INSTRUCTIONS) ® I I I 01-23-17 DWR U 0'-0" MAIN FIN FLR I -13-17 — —- - - __._ - q 03 KLH ® -28-17 - '- " GE FIN FLR 1 8 GARA N -— -— 016 E DESIGN STUDIOS, 03 DWR ®2.: TRUE Dios, I C. Z 1"x4"TRIM at FOUNDATION WALL---/ BRICK VENEER(TYP) 1'x2"TRIM OVER 04-05-17 RKM O JAMB(�P) W/STUCCO PARGE 1"x4"TRIM at HEAD 04-19-17 RKM COAT(TYP) &SILL(TYP) O LL_ FRONT ELEVATION 0 SCALE: %4" _ l '—O" A200 Z) cn cn 31'-911/16" BUILDING HEIGHT _ -— -—_i —_ _ _—-—_ 0 6"FRIEZE at w GABLE END(TYP) METAL ROOFING 12 12 (TYP/RE:BUILDER SPECS)(INSTALL r` r PER MFR WRITTEN INSTRUCTIONS) X 10 10 r r z O 0 w 22'-1" 2ND LEVEL FALSE BRG _ _ _ _ _ _—_ Z 20'-7" 2ND LEVEL BRG _ _ _ _ _ _ _ _ __ 1 I I I� LJ I� I �I lJ 1 BALCONY BRG 19'-5 7/8" true design studios LL 4745 SUTTON PARK CT.,SUITE 402 JACKSONVILLE, FLORIDA 32224 w P 904.821.5200 F 904.992.8700 17'-8" GARAGE FALSE BRG _ _ _ _ _ _ _ __ WWWTRUEDESIGNSTUDIOSNET J — _LIVING/DtNING FALSE BRG 1T-1 1/8" . . 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W/STUCCO PAR 3E 0 LEFT ELEVATION COAT(TYP) ' 360 Corporate Way � SCALE: �4" � �-0" Orange Park, FL 32073 Z www.dreamfindershomes.com - � Q PRECAST i CHIMNEY CAP —– –—– – – – – -—– – –— – – _ _ BUILDING HEIGHT 31'-911/16" BRICK ROWLOCK I w at CHIMNEY I w METAL ROOFING _ (TYP/RE:BUILDER SPECS)(INSTALL PER MFR WRITTEN INSTRUCTIONS) w w Q C V 6"FRIEZE at w G 11 2 ABLE END(TYP) �� z O U) 12 w O Z 12 12 I 8 —_ _ _— _— LOFT FALSE BR G 22'-1" _ 0 O 8 � � 8 - � � � 0 — LOFT BRG 20'-7" w (n Cn 18'-7 1/8" KITCHEN FALSE BRG - —-— _ _ __ I I V I _ GARAGE FALSE_BRG 1 T-8" 17'-1 1/8" LIVINGIDINING FALSE BRG _ _ _—_ __ _ I I FIBER-CEMENT OR CEDAR SHAKE 14'-1 1/8" LIVING/DINING BRG_—_—_ _ _ _ _ _ 12 1 I SIDINGx2 TR M OVER i I 1"x12"TRIM(TYP) STREIT RESIDENCE 3 � 1 II I i i t II I I I I II I I I 3 I I LINE OF 2ND LEVEL FFE BEYOND __ 2ND LEVEL FIN FLR 11'-5 7/8" COUNTRY CLUB LANE 11'-1 1/8" 1ST LEVEL FALSE BRG 1"x6"FRIEZE(TYP) 10'-1 1/8" 1ST LEVEL BRG _ __—_ 1ST LEVEL BRG 10'-1 1/8" LOT2 & LOT 23, BLOCK 6 DUVAL COUNTY/FL co O 20'x10"DECOR VENT(TYP) PROJECT NO: 2016.1 033 N LOC at UNDERSIDE OF HDR , � W/2"TRIM at SILL DATE: 08-29-16 N IEU Ifl ffl 0 VA-4-01-7- DRAWN: O _ FIBER-CEMENT SIDING W/4" RKM 0 TRIM(TYP)OVER APPROVED CHKD: Z ® HOUSEWRAP(INSTALL PER DWR O MANUFACTURERS WRITTEN INSTRUCTIONS) REVISIONS: o El 'El ll� 01-23-17 DWR M 0'-0" MAIN FINLR _ —- - MAIN FIN FLR 0'-0" 03-13-17 KLH 03-28-17 DWR to ci I GARAGE FIN FLR -1'-8" Z - 04-05 17 RKM VW"TRIM OVER FOUNDATION WALL 02016 TRUE DESIGN STUDIOS, INC. 04-19-17 RKM 0 1'x4"TRIM at SILL W/STUCCO PARGE tds (TYP at 1 ST LEVEL) 1 COAT(TYP) 2 A400 A400 0 REAR ELEVATION LL- 0 SCALE: %4" _ V-0" w 201 Z) U) U) Q OPEN CELL E PRAY FOAM INSULATION INSTALLED P R MFR WRITTEN SPECS LOW PROFIL = STANDING SEAM r X CONCEALED FASTENER METAL - r ROOFING INSTALLED PER MFR r SPECS OVE RADIANT BARRIER WD Z SHTHG OVERPRE-ENG WD TRUSSES _ _ _ MAIN 0'-0" Q OPEN CELL SPRAY FOAM INSULATION (RE: STRUCTURAL) -'� �` 4 -FF—E W INSTALLED PER MFR WRITTEN SPECS -- _12tds EXTEND HOUSEWRAP TO LOXON MASONRY COATING4, • 1- LOW PROFILE STANDING SEAM TOP OF SHTHG iEsF OVER STUCCO PARGE COAT - �- Z CONCEALED FASTENER METAL F) ! � � I m ROOFING INSTALLED PER MFR � — — �_8 — �' o� _ INSTALL VAPOR BARRIER true design studios � iv I = IN ACCORDANCE WITH 4745 SUTTON PARK CT.,SUITE 402 SPECS OVER RADIANT BARRIER WD 2x6 SMOOTH PRIME JACKSONVILLE, FLORIDA 82224 W =I I = ASTM E 1643-98 P 904.821.5200 F 904.992.8700 J SHTHG OVER PRE-ENG WD TRUSSES KDAT PRIME PAINTED I C GRADE (SLP AWAY FROM RE: STRUCTURAL) RAFTER TAIL ¢ ) I I = 8" CMU FOUNDATION www'TRUEDESIGNSTUDIOS.NET Q ( I STRUCTURE/TYP ALL SIDES III= U VARIES(RE: 12 at 24" O.C. o _ NUMBER OF COURSES VARIES to ELEVATION) U- 1'-8" — II a s I — ALUMINUM DRIP - 2nd LEVEL BRG 20-7" —I _ (RE: STRUCTURAL) W EXTEND HOUSEWRAP TO I OVER 5/4x6 DECK I' ' ' TREATED AND DEBRIS Q TOP OF SHTHG I BOARD RIPPED FOUNDATION/FOOTING VARIES FREE SOIL FILL 1&0z % 23F IN 1/2 %2' SAG RESISTANT or (RE: STRUCTURAL) o �. ° 2x BLOCKING at 24 O.C. v, 5 ,� QI /8 GYP BRD at CLG W _ 0 1x6 V JOINT PINE (2) 2x TOP PLATE ALUMINUM DRIP " PRIMED, T& I I INSULATION PER CODE 5 PARTIAL RECESSED SHOWER DETAIL = o 1st LEVEL BRG 10 1 1/8 2x KDAT PRIMED PINE I = „ _ o OVER 1x2 DRIP - SCALE: 1 - l'-O" 6-- A400 02016 TRUE DESIGN STUDIOS INC. 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SCALE. 1 - 1 -0 W FIBERCEMENT LAP SIDING4 FIBERCEME T LAP SIDING OVER APPROVED HOUSEWRAPOVER APPR )VED HOUSE. 4 U INSTALLED PER MANUF WRITTEN A401 WRAP INSTALLED ER MANUF WRITTEN / SPECIFICATIONS 77- SPECIFICATI NS I A401 I I SHTHG OVER 2x STUDS _- SHTHG OVER 2x STUDS i I (RE: STRUCTURAL) (RE: STRUCTURAL) I I 'URAL) / HOLD EXT SHTHG %8' ABV HOLD EXT SHTHG Y8" ABV 2x PT SET BACK 1/2" FROM T.O.B. 2x PT SET BACK 1/2" FROM STREIT RESIDENCE T.O.B. STARTER STRIP EDGE, OVER FOAM SILL SEAL STARTER STRIP EDGE, OVER FOAM SILL SEAL COUNTRY CLUB LANE (RE: STRUCTURAL) (RE: STRUCTURAL) LOT2 & LOT 23 BLOCK 6 1%2"WIDE x%4 DEEP ' MAIN FFE 0'-0" _ MAIN F_FE 0'-0" 1 1/2° FORMED DRIP EDGE DUVAL COUNTY/FL c� �,j. r 4 d 4 PROJECT NO: I DATE: 2016.1033 N LOXON MASONRY COATING I LOXON MASONRY COATING _� 08-29-16 ap OVER STUCCO PARGE COAT z = _ OVER STUCCO PARGE COAT 1 = — = _� 4 ? 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O 0 TYPICAL ONE-STORY WALL SECTION 2 TYPICAL TWO-STORY WALL SECTION s PORCH EDGE DETAIL A400 1 SCALE: 1" - 1'-0" A400 c SCALE: 1" - 1'-0" A400 c SCALE: 1" = 1'-0" A400 ©2016 TRUE DESIGN STUDIOS INC. 02 16 TRUE DESIGN STUDIOS INC. - 02016 TRUE DESIGN STUDIOS INC. to EXTERIOR DOOR FLASHING TYPICAL DOOR FLASHING TYPICAL WINDOW FLASHING W METHOD "A-1" (ASTM E 2112-01) NOTE: WRAP WRB ALL FLASHING WILL BE SELF INTO OPENING ADHERING AND ROLLED SMOOTH INSTALL "Z" FLASHING OVER 1X WINDOW INSTALLATION M ET H O D "-1 & FLAT WITH A J-ROLLER TRIM IF DOOR IS NOT COVERED j WITH OVERHANG OR PORCH WEATHER RESITIVE BARRIER (WRB)APPLIED PRIOR TO THE WINDOW INSTALLATION. O 0 EXTERIOR FINISH z FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. HEADER Z 45° CUT WRB WRB O.S.B. w � O FOAM INSULATION APPROVED HOUSE WRAP HOUSE U) 00 W OJAMB FLASHING N WRAP DOWN TO DOOR.FRAME SEAL w o APPLY CONT. SEAL TO THE MOUNTING 00 DOOR FRAME PER DOOR WITH WATERPROOF TAPE w p Z FLANGES AT THE TOP (HEAD)AND 81 2• SIDES (JAMBS) OF WINDOW. EXTEND MANUF. WEATHER 1X WOOD TRIM �- w � ( STRIPPING PER DOOR CAULK �' 0 n- SEALANT AT JAMBS 8 Y2" ABOVE THE Q true design studios $ MANUF. DOOR STOP PER DOOR MANUF. a Z 4745 SUTTON PA K CT.,SUITE 402 V' R.O. AT HEAD. EMBED JAMB FLASHING INTO SEALANT AND FASTEN IN PLACE. SECURE WRB WEATHER STRIPPING PER DOOR w O JACKSONVILLE, FLORIDA 32224 w .8700 � P 904.821.5200 F 904.992.8700 J (FLASHING GOES OVER SEALANT). AT HEAD � MANUF. www.TRUE�ESI�Nsruolos.NEr ' U FLASHING AT HEAD EXTENDS HOLD 1/4" OFF CONCRETE tds OSEAL THE WINDOW FRAME TO 1" BEYOND JAMB FLASHING. OPENING. APPLY A 3/a' NOM. ,�, CAULK UNDER THRESHOLD WITH BACKSIDE HEAD FLASHING WRB WRB NON-HARDENING WATERPROOF FW- DIA. TO THE r (Z )HEAD OF THE WINDOW 16 .� ® EMBED BOTTOM OF THE HEAD FLASHING REMOVE BOTTOM MODIFIED "I" TEMPORARILY TAPE UP TOP FLAP THRESHOLD AND CAULK Q FLANGE, IN LINE WITH ANY 6 AGAINST THE PREVIOUSLY APPLIED SEALA T WEATHER STRIPPING - STEP DOWN TO OUTSIDE z WRB FLAP CUT IN WRB 3F 0 PRE-PUNCHED HOLES OR S�P� 1 (FLASHING GOES OVER SEALANT). EXTEND PER DOOR MANUF. SURFACE SLOTS. HEAD FLASHING BEYOND EACH JAMB 5 FLASHING. FASTEN IN PLACE. O3 ® � D ® WRB WRB LL O 5 JAMB FLASHING 3 N TYPCIAL ROOF FLASHING z 8 1/2" O EXTEND JAMB FLASHING TO OVERLAP A o SILL FLASHING. EXTEND JAMB FLASHING 05 -ILO 8Y2" ABOVE ROUGH OPENING AT HEAD. 2 INTERIOR VIEW C U) TUCK TOP OF JAMB FLASHING UNDER OP LEFT CORNER P OF WRB AT THE HEAD. SEE SEALANT 26 GA. GALVANIZED "Z" � � � THE FLA �9 OF WINDOW FLASHING (WHERE DIAGRAM. � EXTERIOR BUILDING PANELS U 9" SILL FLASHING JOIN HORIZONTALY) � � 35 I Z 9„ (j)WEATHER RESISTANT BARRIER (WRB) SHIM AND ADJUST WINDOW TO i AT A 45 DEGREE ANGLE, CAREFULLY CUT ACHIEVE SQUARE, PLUMB, AND WRB 26 GA. GALVANIZED 5 X 5 CUT., i LEVEL CONDITION. USE CORROSION WRB 12 ANGLE FLASHING (WHERE - �C LINE THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER RESISTANT FASTENERS. FASTEN INSTALL VULKUM AT THRESHOLD PER APPLY JAMB FLASHING TO BOTH SIDES SEE CHIMNEYS AND WALLS MEET UP AND TAPE THE TOP CORNERS AND WINDOWS PER WINDOW MFR. INSTRUCTIONS. OF DOOR FROM DOOR FRAME TO WRB, ROOF) MANUFACTURER SPECIFICATIONS INSTALL DOOR, SHIM DOOR TO LEVEL, EXTENDING 8 1/2"ABOVE DOOR ROUGH FIBERGLASS SHINGLES ELEV CENTER TO THE EXTERIOR WRB ON 30# FELT OVER O.S.B. U) SURFACE ABOVE. PLUMB AND SQUARE DOOR IN OPENING. OPENING. W/ 1/2 CLIPS 360 Corporate Way O Orange Park, FL 32073 Z t� 2X6 FASCIA 26 GA. PRE-ENGINEERED www.dreamfindershomes.com Q © GALVANIZED 2 1/2 �� TRUSSES @ 24" O.C. STEPS. WRB RB ry METAL DRIP EDGE SECTION A INSULATION PER CODE D THROUGH WINDOW JAMB VINYL SOFFIT 1/2" CEILING BOARD or W e DING FASHION PLY BEAD OF SEALANT AT �� �� 5/8" SHEETROCK w IN WATER SHED ® AP W STARTING AT THE BASE OF THE SIDE JAMBS. EXTEND 8 Y2' DBL 2x TOP PLATE W/ _ SEALANT BEAD �° W APPROVED HURRICANE WALL & WORKING TOWARDS THE APPLY JAMB FLASHING MOUNTING TOP, INSTALL THE WRB TO THE ANCHOR AT ENDS OF EACH Q BEHIND MOU FACE OF THE SHEATHING. 6 APPLY BEAD OF SEALANT AT HEAD FLANGE. TRUSS W �-- w 5 U) APPLY SILL FLASHING70 APPLY HEAD FLASHING — — WRB z m 0 SEALANT AT BACK ® REMOVE PREVIOUSLY APPLIED TAPE, FLASHING O �3 APPLY BEAD OF S ALLOWING WRB TO LAY FLAT OVER SEALANT BEAD BETWEEN 24" WIDE'26 GAUGE w Z OF WINDOW FLANGE & SET FLASHING AND MOUNTING WRB WRB 0 O O WINDOW USING PAN HEAD SCREWS HEAD FLASHING. APPLY NEW FLANGE. ROLL VALLEY FLASHING SHEATHING TAPE OVER DIAGONAL APPLY HEAD FLASHING, EXTENDING 10" UNFOLD TOP FLAP AND COVER DIAGONAL AT ALL~�VALLEYS I---' LU f- 0 TO FACILITATE INSPECTION. CUT - SEE DIAGRAM. BEYOND DOOR ROUGH OPENING. CUT IN WRB WITH SHEATHING TAPE. U 1. DRIP EDGE FLASHING: APPLYING SHINGLES. VALLEY LININGS OF THE LAST LAYER APPLIED AT THE RIDGE THE RIDGE AND VALLEY FLASHIN13 OF IN SECTION R905.2.8.1 OR MINERAL ROOF FLASHING THE FOLLOWING TYPES SHALL BE SHALL BE FOLDED OVER THE RIDGE AND CRICKETS OR SADDLES SHALL Bf THE SURFACE ROOL ROOFING WEIGHING A DRIP EDGE SHALL BE PROVIDED AT EAVES PERMITTED: MECHANICALLY FASTENED, AT 36 O.C. SAME AS THE RIDGE AND VALLEI MINIMUM OF 77 POUNDS PER 100 SQUARE SCALE: N.T.S. AND GABLES OF SHINGLED ROOFS, AND MAXIMUM TO THE OPPOSING SIDE OF THE FLASHING ON THE MAIN ROOF. FEET. COUNTER FLASHING SHALL BE OVERLAPPED A MINIMUM OF 2". EAVE 1. FOR OPEN VALLEY (VALLEY LINING ROOF. REPEAT PROCEDURE FOR 11 CORROSION-RESISTANT METAL WITH A DRIP EDGES SHALL EXTEND 1/4" BELOW EXPOSED) LINED WITH METAL, THE OPPOSING SIDE OF ROOF. WHEN 6. BASE AND COUNTER FLASHING: MINIMUM THICKNESS PROVIDED IN TABLE SHEATHING AND EXTEND BACK ON THE VALLEY LINING SHALL BE AT LEAST 24" COMPLETED THERE WILL BE TWO LAYERS 903.1. STREIT RESIDENCE 2 ROOF A MINIMUM OF 2". DRIP EDGE SHALL WIDE AND OF ANY OF THE OF UNDERLAYMENT OVERLAPPING THE BASE AND COUNTER FLASHING TALL BE FIBER CEMENT SIDING FLASHING: COUNTRY CLUB LANE BE MECHANICALLY FASTENED A MAXIMUM CORROSION-RESISTANT METALS IN TABLE RIDGE. INSTALLED IN ACCORDANCE WITH 7. OF 12" O.C. DRIP EDGE AT EAVES SHALL R903.1 MANUFACTURER'S INSTALLATION LOT2 & LOT 23, BLOCK 6 BE PERMITTED TOB . INSTALLED EITHER 4. HIP FLASHING: INSTRUCTIONS, OR A CONTINUOS METAL PANEL SIDING: DUVAL COUNTY/FL (0 OVER OR UNDER TH " UNDERLAYMENT. IF 2. FOR OPEN VALLEYS, VALLEY LINING OF "L" FLASHING SHALL BE SET IN A, PROVED PANELS SHALL BE INSTALLED WITH THE r 1 03 INSTALLED OVER TH _ UNDERLAYMENT, TWO PLIES OF MINERAL SURFACE ROLL THE UNDERLAYMENT SHALL BE FLASHING CEMENT AND SET FLUSH TO LONG DIMENSION PARALLEL TO FRAMING. O I UM 2" WIDTH OF ROOFING, COMPLYING WITH ASTM D 249, INSTALLED IN WATER SHEDDING FASHION. BASE OF WALL AND OVER THE VERTICAL JOINTS SHALL OCCUR OVER PROJECT NO: THERE SHALL BEA IN M 2016.1033 ROOF CEMENT INSTALLED OVER THE DRIP SHALL BE PERMITTED. THE BOTTOM AT THE HIP LINE FOLD THE UNDERLAYMENT. BOTH HORIZO TAL AND FRAMING MEMBERS AND SHALL BE DATE: tV O EDGE FLANGE. LAYER SHALL BE 18"AND THE TOP LAYER UNDERLAYMENT OVER THE HIP AND VERTICAL METAL FLANGES SHAD. BE SEALED WITH CAULKING OR COVERED 08-29-16 ap DRAWN: p 4 A MINIMUM OF 36" WIDE. MECHANICALLY FASTEN, AT 36" O.C. FASTENED 6" ON CENTER WITH y, WITH BATTENS. HORIZONTAL JOINTS RKM Z THE UNDERLAYMEN SHALL CONFORM MAXIMUM TO THE OPPOSING SIDE OF THE APPROVED FASTENERS. ALL LAtS SHALL SHALL BE FLASHED WITH "Z-FLASHING" CHKD DWR O WITH ASTM D 226, TYPE I OR TYPE 11, OR 3. FOR CLOSED VALLEYS (VALLEY ROOF. REPEAT PROCEDURE FOR BE A MINIMUM OF 4" FULLY SEA D IN AND BLOCKED WITH SOLID WOOD ASTM D 4869, TYPE i R TYPE 11. THE COVERED WITH SHINGLES), VALLEY OPPOSING SIDE OF ROOF. WHEN APPROVED FLASHING CEMENT. LASHING FRAMING. REVISIONS: UNDERLAYMENT SHALL BE INSTALLED IN LINING OF ONE PLY SMOOTH ROLL COMPLETED THERE WILL BE TWO LAYERS SHALL START AT THE LOWER P TION OF 01-23-17 DWR WATER SHEDDING FASHION, STARTING ROOFING COMPLYING WITH ASTM D 224 OF UNDERLAYMENT OVERLAPPING THE ROOF TO ENSURE WATER-SHEARING HORIZONTAL LAP SIDING: 03-13-17 KLH WITH THE EAVE EDG AND ROLLED TYPE II OR TYPE III AND AT LEAST 36" HIP. CAPABILITIES OF ALL METAL LAPP. THE LAP SIDING SHALL BE LAPPED A MINIMUM 03-28-17 DWR F- HORIZONTAL. UNDERLAYMENT SHALL WIDE OR VALLEY LINING AS DESCRIBED IN ENTIRE EDGE OF THE HORIZONTAL OF 1 1/4" AND SHALL HAVE THE ENDS 04-05-17 RKM. z 7 OVERLAP A MINIMU OF 19" AND BE ITEMS 1 AND 2 ABOVE SHALL BE 5. CRICKETS AND SADDLES FLASHING: FLANGE SHALL BE SEALED COVERING ALL SEALED WITH CAULKING, COVERED WITH O 2 3/4" 6 MECHANICALLY FASTENED AT 36" O.C. PERMITTED. SPECIALTY UNDERLAYMENT NAIL PENETRATIONS WITH APPROVED AN H-SECTION JOINT COVER, OR LOCATED 04-19-17 RKM U ;n o MAXIMUM. COMPLYING WITH ASTM D 1970 MAY BE A CRICKET OR SADDLE SHALL BE FLASHING CEMENT AND MEMBRANE. OVER A STRIP OF FLASHING. LAP SIDING w USED IN LIEU OF THE LINING MATERIAL. INSTALLED ON THE RIDGE SIDE OF ANY SHINGLES SHALL OVERLAP THE COURSES MAY BE INSTALLED WITH THE LL O N N CHIMNEY GREATER THAN 30" WIDE. HORIZONTAL FLANGE AND SHALL BE SET FASTENER HEADS EXPOSED OR N[ 2. VALLEY FLASHING: 0 3. RIDGE FLASHING: CRICKET OR SADDLE COVERINGS SHALL IN APPROVED FLASHING CEMENT. CONCEALED, ACCORDING TO APPROVED N `- 3/8" or 5/8" W 511 VALLEY LININGS SHALL BE INSTALLED IN BE SHEET METAL OR OF THE SAME MANUFACTURER'S INSTALLATION A500 26 GA. GALVANIZED 26 GA. GALVANIZED 32 GA. GALVANIZED ACCORDANCE WITH MANUFACTURER'S THE UNDERLAYMENT SHALL BE MATERIAL AS THE ROOF COVERING. BASE FLASHING SHALL BE OF EITHER INSTRUCTIONS. 2 1/2 MTL DRIP EDGE 5 X 5 ANGLE FLASHING Z FLASHING INSTALLATION INSTRUCTIONS BEFORE INSTALLED IN WATER SHEDDING FASHION. CORRISION-RESISTANT METAL PROVIDED Q ELECTRICAL LEGEND 0 w SWITCH rr�v TV OUTLET THREE-WAY SWITCH O SPEAKER ti 3 FOUR-WAY SWITCH L'J THERMOSTAT x X 4 $R RHEOSTAT *3D SMOKE DETECTOR DUPLEX *CM CARBON MONOXIDE DETECTOR Z AFCI DUPLEX -0 CEILING LIGHT O 17+11\ Q GFCI DUPLEX L J RECESSED CEILING LIGHT w COUNTERTOP DUPLEX d RECESSED EYEBALL LIGHT tds CT z di SWITCHED DUPLEX C WALL HUNG LIGHT 6210 220 VOLT OUTLET d EYEBALL LIGHT true design .,SUIT 40 4745 SUTTON PARK CT.,SUITE 402 JACKSONVILLE, FLORIDA 32224 6 QUADRUPLEX LANDSCAPING LIGHT P 904.821.5200 F 904.992.8700 w CLNG ■ - • J ® CEILING DUPLEX FLOODLIGHT WWW.TRUEDESIGNSTUDIOS.NET FLOOR FLOOR DUPLEX VENT JUNCTION VENT AND LIGHT W D8 DOOR BELL HEAT AND LIGHT r �� - - r II I PRE-rIVI�tE FOR L F I F- L _�_ I J Z V� II ( / CLG F,,N�NlLIGHT --------------- - ---------- Q GO GARAGE DOOR F00 HEAT AND VENT aQ 1 II I / I \ I �– --- --- -- - --- z I I I I I— U, w 0 _ __ _ o I I PHONE OUTLET � HEAT, VENT AND LIGHT 1 li L__ _ ___ ' __J w u".. ■ I I L—_J I U Q PRE-WIRE FOR ` II II ' r-- ----- ----- -- ■ XN CLG FAN W/LIGHT r j _ w VENT \ \ II II I , I '\ I TO EXT \ i `�� li II i , I '\/ i v / I i LL NOTE: _ , \ , m O / *PRE-WIRE / f I 1. ALL PERMANENTLY INSTALLED INTERIOR AND EXTERIOR LIGHTING FIXTURES \� v I I SHALL CONTAIN ONLY HIGH EFFICACY LAMPS AS PER FBC R404.1 \\ I I I I L J I 1 c,, I� i I I O M i-� O -- I — I \\ I i c) 2. ALL BRANCH CIRCUITS THAT SUPPLY 120V,SINGLE PHASE, 15 AND 20 AMP PRE-WIRE FOR , J L J I I I so ,/ �I i ,/ I - - 1 1 I Idc OUTLETS INSTALLED IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, CLG FAN W/LIGHT PARLORS,LIBRARIES, DENS, BEDROOMS,SUNROOMS,RECREATIONS ROOMS, –– CLOSETS, HALLWAY AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A CLG FAN W/LIGIT, ` I , W COMBINATION TYPE ARC-FAULT CIRCUIT INTERRUPTER INSTALLED TO PROVIDE v o ce _ ■ \ I I J PROTECTION OF THE BRANCH CIRCUIT AS PER FBC 3902.12 ■ , n;------ ' n L 1 J ' V rn rn �/� --- --- yV-- ———— — V _ —_—_ yv _ \ ' \ VJ O = L J = O \ M w 1 I I 0 O - ------ --- p -- -- -- Z / t Qr r r TO 3 SWITCH M J I I . \ r ABV �SD 360 Corporate Way Orange Park, FL 32073 Z •----- ----------- -- I 1 1 www.dreamfindershomes.com c� • _ I 11ry I ofL� 2�/FOR�� I I • i- - ---- --. , \. o --- ------- I ■ , = w \, CLG FAN W LIGH t 0 W M w cf) I I I 1 I 3 3 I w � I i n I I w I f I L1.1 Q LUI - ——————— I I Z z O �— -- ` --' /----` — — ---- � z 91 / CL i PRE-WIRE FOR W (� - I I p ------- --- CLG FAN W/LIGHT- -- ---------Lm w 1-- --- ------- F_- I I r I - 0 0f \ J- ----------- ---- O I cl I I oI � I I I I STREIT RESIDENCE i I I I I I PRE-WIRD FOR C�G kV\,LIGHT ' COUNTRY CLUB LANE LOT2 & LOT 23, BLOCK 6 DUVAL COUNTY/FL co O PROJECT NO: N � i �-----� - ---- - 1-1 --- -- 2016.1033 0) - I I04 ■ CABLE IRECPT ■ °` DATE: LOC ABN FP DRAM 08-29-16 ob ,----- ----, ,, RKM CHKD: z DWR O_ ■ REVISIONS: 01-23-17 DWRilk U 03-13-17 KLH f- 03-28-17 DWR (n 04-05-17 RKM Z O 04-19-17 RKM 1st LEVEL ELECTRICAL PLAN 00 SCALE: /4„ _ V-0" El 00 w 0 U U) GENERAL FOUNDATION NOTES CONTROL JOINT (CJ) NOTES: FOUNDATION KEYNOTES: SEE SHEET ST-7 FOR 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE 1. TIMING TYPICAL REINFORCING A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH I I BARS AT THICKENED NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN FOUNDATION SECTIONS EDITION(2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL • CUTS MUST BE MADE THE SAME DAY AS PLACEMENT.AS SOON AS THE I I FOOTING,SEE PLAN AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF CONCRETE HAS SET ENOUGH TO ALLOW SAWCUTS WITHOUT RAVELING � 8"x8"DEEP THICKENED EDGE MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR THE COURSE AGGREGATE FROM THE CUT,MAKE THE CUT. I I MIN 24"LONG#4 OR#5 A W/(1)#4 CONT CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. • CUTS MADE THE NEXT DAY OR AT SUBSEQUENT TIMES DO NOT PROVIDE I I BAR SET AT MID-DEPTH 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT ADEQUATE PROTECTION AGAINST"RANDOM"CRACKING. I I OF SLAB,TYr'ALL 12"DEEP FTG W/#4 @ 12" EW SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL 2. DEPTH I I OF ENTRANT CORNERS B UNDER BOX COLUMN, FTG W BE FOUNDATION WORK MAY BE REQUIRED. 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN THE CUT SHOULD BEAT LEAST 1"DEEP,BUT NOT MORE THAN 1 Y4"DEEP. I I — — PROJECTED MIN 6"AS SHOWN ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL 3. SEALING L — — _ — — — — — — — 16"SQx12"DEEP FTG W/ PLANS FOR LOCATION OF SLIDING GLASS DOORS. C (3)#4 EW 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. THE CUTS SHOULD 6E SEALED WITH ASEMI-RIGID EPDXY OR ACRYLIC SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. ADHESIVE SEALANT. BACKER ROD IS NOT REQUIRED. HOUSE SLAB 5. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT 24"SQx20"DEEP FTG W/ p CORNERS,SEE"RE-ENTRANT CORNER DETAIL"THIS SHEET. A (3 4 EW N Uj 6. 8x8 THICKENED EDGE ASSUMES FRONT OF GARAGE SLAB RETURNS TO RE-ENTRANT CORNER DETAIL LO EXISTING GRADE; REFER TO FOUNDATION SECTION#9 FOR CMU FOUNDATION A30"SQx20"DEEP FTG W/ r STEMWALL FOOTING CONTINUOUS BELOW DOOR OPENING SHOULD SITE FILL (RECOMMENDED) (4)#4 EW 00 CONDITIONS NOT PROVIDE FOR SLAB AT GARAGE DOOR TO RETURN TO PLAN VIEW, DETAIL TYPICAL @ ALL APPROXIMATELY EXISTING GRADE RE-ENTRANT CORNERS 36"SQx20"DEEP FTG W/ O F (4)#4 EW O) 97'-2" ' It z 24'-0" 11'-4" 21'4" 16'-8" 23'-10" (5)#4 E 24"DEEP FTG W/ N 04 0'-6" M 11'-6" 9'-4" 11'-8" 12'-2" J LL W J F- - - - - - - - - - - - - - - - - - - - - - - -I J `° I- - - - - - - - - - - - - - - - - J f r - - - - - - - - - - - - - - - - - - i I 0 I ,:.. rte - - - - - - - - - - - I - � - - - - � I I � Q FORM&POUR REMAINDER I I oi , T 2 1 I I cl OF CURB W/(1)#5 1 ( 1 I L - - - - - - - - - -CCO$TINUOUS&#4 VERT SLP W N OR ^ FLR. — — — — — I H- 1 3 - __-� - - - - - - - - - _ —I � 3 ISN I � - - - - - �N I o 1 I I N i 2B I p — — — — — —I co — — — — —, J _ - - - - - - - I 6 I Q I I I I I 11,x„ I 7,_6„ 3,_6„ 4'-32" 6'-0" 6'-1" 10'-4" 11'-8" 12'-2" O I i .N I I E- I I I - - � 2 I I I I r - - L - - - - - -� a I LO AIt xQ z 10 i � I i. o �� i i - - - - Z - - - - - - - � i '- - � I � � Q � u, W o ,z,, J a z I I - - - - M J I 3 I D � I I r� ooz ICjL3 _jNa — — — I @ SLAB ELE J a ❑ m - w L_ _jI o I (5)TOTAL ZwJ - mJZZ0 I I 16-61 - - - - - I `° 1 I `� 6 I O � a � > ON I- ❑ U 3'-6" 6,4„ 9T 8"° 3-0"� 11,-q, 2 4'-0" — W - ° m Q a Q 0 w ILL W -JO - - - - 3 I I I h I ooma Zmt >- wz � ° I I - - - - - - - - - - - - - - - - - - - _- - - - - I I �;N j I �N I I - - I I W Q 0. w I W w In In llwoz 3 `° FFOQ � apF � azw � 00 - - - - - - - - - - - - - - - - - - - - - - - - - - � M I I I owzaz � r` - 0X ° � ° a � — - - - - - - - - - - - - - - _ I L _J I I m r� Q � diZ ZW QQ I I I I I I zzaXIWO0F- 0 -1 Oz w Z - w _ z I ► A 7 ,; .w I �I _- - J - I I �' B I � � w � � ° wxQznQ � �'- � � �� I 2' 1„ 1 04 co Z W W . 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QF � 1- • IZO _j r r)I-- 6 - - N d N Q 0 _ V V 1 I I I 6 L — _ � 1 OJ I I I I 3 .=1N I N I— Z SHEET NO.: r 1 **NOTE.* i_ - - - - - - - - - - - - - - - - - - - - - - - - - - D I L 1 0 ST-2 I I BUILDER TO PROVIDE — — — — — — — — — TEPS TO GRADE PER ( NOTE 3 I I ~ ARCH PLANSI I i o FOUNDATION I I j I I a PLAN I I I I I N I I 0 JOB NO.: o I " ► I 7 I I 1 i I DF7370 I I N 6 o I a I I I I zo D 1 I I ;r, SUBDIVISION: I I 2 B 1 2 20'-0" 2' I I i I @ SLAB ELEV 1 o Selva Marina 1 4 1 I 7 - a I I U LOT NO.: I II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - s - -- I I I I 2B I Z I _ _ _ N 1 o FLOOR PLAN: I I ► j I Streit Residence I1 I - I 1 ( I 0'-6"N -NOTE I 1 I � � 1 I 1 I -' BUILDER TO PROVIDE — — — — — — — — — — — — — — J = DESIGNED: STEPS TO GRADE PER U DAE/J M L ARCH PLANS I W A A 1 I 1REVIEWED: J6" 1 NOTE 6 NOTE 6— — — — I ( W DBM L- — — — — — — — — — — — — — — — — — — I J I 2 2 I Q REVISIONS DATE 1 6-10" 6-82 6-10" 1 m (V 50 I I Ii I W 3 z I - - - - - - - - � i i w -_ - - - - - - - - T_ — — 1 a C/) - - - — � i Z - - - v STRUCTURAL ENGINEERING 2 ULI— JOB COPY T-8" T-8" T-8" T-8" 6'-8" T-0" 6'-8" 2'-0" 12'-2" (!) '• THIS PLAN MUST BE y 24'-8" 30,$„ T-4" 20,4„ 14'-2„ ON JOB SITE FOR o 97'-2" EACH INSPECTION Z 7. LLI FOUNDATION PLAN 1 /4" = 11011 ~ ~ `� � p J W 0- Derek 6p Murray P.E. QT ENGINEERING Q P.E. No.71457 01-20-2017 4"CONCRETE SLAB W/ (2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF 6x6 W1.4 x W1.4 WWF OR OR FIBERMESH FIBERMESH so a a--= -------- - -- -- -- .-9-_---- ----- o a. 8"MIN v\\/\\ \ \ \ ° \ \\'\\/\\ c" k 28"MAX r//// PAVERS,SEE ARCH // d •d �� DRIVEWAY SLAB OR SLAB W/THICKENED 12MIN \ \ \�\ \/\/\/\/\ \ EDGE PER PLAN \\ \ / / / // /, VAPOR BARRIER // s ti/ " S \ \ \ \ \ \/ '� ' / \ \ \ \ \\ 16" VAPOR BARRIER p FOOTING TO BEAR ON / 6 "OPT. EXTENSION IN BRICK FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN 12"UNDER 1 STORY WALL WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 \\ \\'\ ° \\\ \\ \\ \\ LO N BAR IN BRICK LEDGE � 16"UNDER 2 STORY WALL 4"CONCRETE SLAB W/ \ \ \ \\ / / STEMWALL BEYOND AND 04 WITH(3)#4 OR(2)#5 CONT bx6 W1.4x W1.4 WWF OR /\\//\\/ / //�//\\/ CONCRETE FTG,SEE PLAN 00 FIBERMESH 0'-0"A.F.F. \�/. SEE ARCH. MONOLITHIC FOOTING SECTION / // �• • p //\/ 1 a .a DWGS. IF GROUND ADJACENT TO FTG SLOPES DOWN >\ d. a AND AWAY FROM STRUCTURE STEEPER THAN //� �----- a-- //,� /.� /,� /.� /,� /,� /.��/� N 1'-0"VERTICALLY PER 3'-0"HORIZONTALLY, \�\ \ ,� 8"MIN Q N CONTRACTOR HAS TWO CHOICES: a //� GARAGE ENTRY CMU STEMWALL SECTION o��P CV) 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE \\r i, /, �v+/ 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK 3 J�� J OF EOR TO PREVENT EROSION OF SOIL. FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 ����� LL. 2. USE STEMWALL FOOTING 8"x8"THICKENED 8" COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS FTG AT STEP-DOWN, W SEE PLAN VAPOR BARRIER MAY BE OBTAINED FROM THE ENGINEER OF RECORD. ATTACH RAFTER TO TRUSS J 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY TOP CHORD W/(2)ROWS 10d ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. � @ 6"O.C.,STAGGERED Z /r CURB STEP SECTION O `T u� ROOF SHEATHING PER \ PRE-ENGINEERED ROOF TRUSS V TABLE 2,STA 0 RAFTER TO TOP PLATE W/ TRUSS TO WALL W/TLOK06 (1)#4 OR#5 CONT. 3%2"CONCRETE SLAB W/6x6 ROOF FORAMI GRP 8AUN0 ON OR HA4 0 W1.4 x W1.4 WWF OR FIBERMESH STUD TO DBL TOP PLATE W/ MINIM 24" (1)#4 OR#5 90°BEND @ 48"O.C. HA4 @MAX 32"O.C. 36"MAX VARIES PER a -- ARCH PLANS //\/\ /\/\ % 6' 4"CONCRETE SLAB NO 4 OR NO 5 @18"O.C. ROOF DECK, SEE TYP. I 0 \ i ° ' VAPOR BARRIER '.N/6x6 W1.4 x W1.4 ° W/9"BEND @ BOTTOM 0 12"MIN a \ WWF OR FIBERMESH WALL SECTION �� FOOTING TO BEAR ON FIRM VARIES Q //�// i •' d'• / UNDISTURBED SOIL ° 8"MIN / \ - - -a` - - -4a 28"MAX 2X6 @ 16"O.C. FRAMED KNEEWALL d 6"OPT.EXTENSION / /r /' / ;k Z IN BRICK LOCATIONS t) //\��\/�\//\/� / / ��\/� �/ r f 2x RAFTER,SEE ROOF \\, `\\ FRAMING PLAN ON FND PLAN 12"MIN/ 12"UNDER 1 STORY WALL W/(2) \\j\ #4 OR(2)#5 CONT VAPOR BARRIER / r /i�/ BOTTOM PLATE TO FLOOR SYSTEM/ BAR ADDITIONAL NO.4 OR NO.5 \/�\ /\ \� r / BLOCKING W/(2)ROWS %n"0 x 4%" LONG SDS SCREWS @ 12"O.C., a z 0 0 N I LEDGE 16"UNDER 2 STORY WALL W/(3) STAGGERED ti w W #4 OR(2)#5 CONT 6"OPT. EXTENSION IN BRICK d Q ? N O O - 0 Q Z LOCATIONS ON FND PLAN *'M ONOLOTHIC FOOTING SECTION - 36" MAX DEPTH 12"UNDER 1 STORY WALL FLOOR SHEATHING PER SPEC,ST-1 � w p Z - LIU i 0 0 w 0 WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 I N 0 0 - �' Z to 0 w n N BAR IN BRICK LEDGE w NOTE :IT IS ACCEPTABLE TO SUBSTITUTE THIS"1A"FTG DETAIL FOR THE"1" ~ Q F}- W w 0 m 4 m 4 0 Z LL FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG 16"UNDER 2 STORY WALL w w If > 0 m w w 0 0 to 0 DEPTH EXCEEDS 28". WITIfi�3)#4.OR(2)#5 CONT Z 0 a w � F m 0 w - p a IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE W 0 0 m a w w F w >- m o Z 0 STEEPER THAN 1'-0"VERTICALLY PER 3'-0"HORIZONTALLY,CONTRACTOR HAS GARAGE EXT WALL CURB SECTION z a 0 Q rn I w w m - w w TWO CHOICES: 5 W Qw � OwEIIwOZO1 1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE OF EOR TO PREVENT EROSION Z 4 I N E Q w OF SOIL. 2. USE STEMWALL FOOTING � 16"DEEP FLOOR (2)2x BLOCKING BETWEEN � Q I- Z 4 0 W p Z � a p � � 0 TRUSS FLOOR TRUSSES,SEE p w a Z i IL - 0 X TRUSS TO TOP PLATE FRAMING PLAN m 0 w w I 00 w 0 p a w _ W/TLOK06ORHA4 OQQDWooF-Ii OZ , 2x6 SPF STUDS @ MAX W - o ►- Z 3 4"CONCRETE SLAB W/ „ QTA @ MAX 8FT O.C., U.N.O ON W w w Z X 4 w U Q LL Z R � zz WI- - pQFwN� � - 16 O.C. 6x6 W1.4 x W1.4 WWF HA4 OR H8 TOP PLATE PLAN.SEE TABLE 6:QUICK TIE Z w w Q m w I z p J F Z N Fw- w Z OR FIBER MESH TO EACH STUD CONNECTORS ON SHEET ST-1 Z I } Z < 0 - IL 0 0 0 Q w 0 8 CMU CHAIR BLOCK W/ 0 [7 0 0 - Z I _ FOR TYPICAL INSTALLATION. Z Z p 0 Z } w N w a a m _ _Z I- ii W ww0 < m � w � QEZ3: i < N TOP OF SLAB (1)#5 CONT. z w MSTA24 EACH BEAM/ Q IQZ } ZIQUW � � 0FQ �'_ / I HEADER p HI- Iz � ;_ �e0zw0 wl- � Z L1 Q - U 0 I w Z O SHEATH WALL PER _j 0 w Q �- H I 0 _ CONCRETE SLAB W/ 2x6 N0.2 SYP BOTTOM Z Z \/\ v PLATE TO BEAM/HEADER W/ TABLE 2,ST-1 � pF- _ Na NQOC9f- _ UU VAPOR BARRIER //\\// 1 //\\//\r,, // F�W1.4 x W1.4 WWF 10d @ 6"O.C., STAGGERED 2x6 WALL STUD � , OR FIBERMESH LL //\\//\2/ / 0'-0"A.F.F. MAX 18"O.C. @ Z SHEET NO.: SEE ARCH. #4 OR#5 VERT REINFORCING /\\/\\/ ¢ °-------�--- �+ / / 4 ° a I DWGS. ST-7 UP TO 3 COURSES: 72"O.C. \/\\ /\\/\\ \ \ \ a e. �- ' /r d �"---------- 4 TO 5 COURSES: 48"O.C. ,`//\/ /\/1// , /// // a e BEAM/HEADER PER \\\\\/\\ 4" PLAN t STRUCTURAL 0 DETAILS i/\j '. �•�•� e -a �/\\j \\\//\//�//�//% /� JOB NO.: ADDITIONAL#4 OR#5 IN VAPOR E Q DF7370 FOOTING TO BEAR ON FIRM BRICK.//� / BRICK LEDGE 12"UNDER 1 STORY WALL BARRIER KNEEWALL SECTION SUBDIVISION: UNDISTURBED SOIL WITH(2)#4 OR(2)#5 CONT KW3 VERTICAL REINFORCEMENT 4"OPT BRICK LEDGE o Selva Marina TO HAVE 6"BEND AT BOTTOM NOTED ON FND PLAN 16"UNDER 2 STORY WALL J STH(3)#4 OR(2)#5 CONT BOTTOM PLATE ANCHORS @ MAX LL CAST-IN-PLACE FOOTING SPE CS 48"O.C.,QT ANCHORS ALSO Q Country Club Lane 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT BEARING CURB STEP SECTION COUNT AS BOTTOM PLATE /1 ANCHORS,SEE TYP WALL SECTION LOT NO.: 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT p�1 U - - �J Z CMU STEMWALL SECTION FLOOR PLAN: 2 4"CONCRETE SLAB 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK Streit Residence FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 0 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS Z DESIGNED: MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ///�//��� U DAE/J M L ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. `%\\//\\//\\// //\\//� W \\/\\/\\ /\\/ H REVIEWED: 0'-0"A.F.F. a DEM -(1)#5 x 36"LONG BAR @ (BEYOND) _ j%j\// /j� Q REVISIONS DATE 4"CONCRETE SLAB W/ MAX 48"O.C. U-BLOCK W/ >\\\\ :•' ;' 6x6 W1.4 x W1.4 WWF 4"FLOATING CONCRETE N OR FIBER MESH 1 1/2" SLAB W/6x6 W1.4xW1.4 (1)#5 CONT WWF OR FIBERMESH / w TOP OF SLAB e m - - a . .. ------------------------- FINISH Q W O GRADE Z / \ \/\/\ \/�LO, \ \\ \/ �* I �'�\//%////j�//�\�\��/j�� /j��/j��/j��/j��� j�//�//\ 20 /ALL SECTION TH RU GARAGE/ BONUS O VAPOR BARRIER //\j� co I /�/ ////\////�/ /// - W #4 OR#5 VERT REINFORCING / / \ 'I #4 OR#5 VERT REINFORCING \\ •-I ,. /\\/�/\\/�\/ i\\ ST 7 UP TO 3 COURSES: 72"O.C. // •;; \//\//\//,�/ // 4 TO 5 COURSES: 48"O.C. �j\\ I - - - UP TO 3 COURSES: 72"O.C. \ \\ \ \ \\ 4 TO 5 COURSES: 48"O.C. o. o Z O STRUCTURAL ENGINEERING 'j//� �n• :� ____a� \//� FOOTING TO BEAR ON FIRM � ADDITIONAL#4 OR#5 H \% •o. a j\` UNDISTURBED SOIL IN BRICK LEDGE VERT REINFORCEMENT TO FOOTING TO BEAR ON FIRM \ \\/\ HAVE 6"BEND @ BOTTOM 4' OPT BRICK LEDGECn 4t a4 ; UNDISTURBED SOIL g ,_•. , 8"x 16"W/(2)#4 OR(2)#5 CONT NOTED ON FND PLAN CAST-IN-PLACE FOOTING SPECS } VERTICAL REINFORCEMENT 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT TO HAVE 6"BEND AT BOTTOM 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT JOB COPY THIS PLAN MUST BE OZ 2 BCMU STEMWALL SECTION 7CMU STEMWALL SECTION = 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK ON JOB SITE FOR w ` FILLING BEHIND STEM WALL, PARTICULARLY WHEN IT IS OVER 4 FILLING BEHIND STEM WALL, PARTICULARLY WHEN IT IS OVER 4 EACH INSPECTION ~ *� ` � °fl°e'.• .a .s. COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS Xry� tAL MAY BE OBTAINED FROM THE ENGINEER OF RECORD. MAY BE OBTAINED FROM THE ENGINEER OF RECORD. W �� � ' A * 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY a Derek B. Murray, F.E. ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. QT ENGINEERING Q P.E. No. 71457 01-20-2017 DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENT_ TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX NOTES 3,4 NOTES 1,4,5,6 STA......................STRUCTURAL SPECIFICATIONS DTT2Z (8)%a"x 1 %"SDS SCREWS IN STUD ST-2......................FOUNDATION PLAN Building Code 5th O STUCCO AND DIRECTLY MIN 15/32'32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR Y/s'24/16 CS18/CS18 (9)10d COMMON EACH END OF STRAP ST-3......................1 ST LEVEL STRUCTURAL FRAMING PLAN Florida Building and Residential Codes,5 Edition(2014) O Z ADHERED STONE ( (NOTES 2,3) /2'0 x 4/2'EMBED EPDXY OR SCREW ANCHOR ST-3A....................1ST LEVEL ROOF FRAMING PIAN w _ INSTALLED HORIZONTALLY) W/8d COMMON: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE Code for Design Loads w (NOTE 6) FIELD. 2x4 BLOCKING IS RE COMMENDED AT UNSUPPORTED PANEL EDGES. HTT4 (18)0.162"x 2%"IN STUD/BEAM/TRUSS, STS......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE) ANSI/ASCE 7-10 w w (NOTES 2,3) 5/"0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) MTS12/MTS12 (7)10d x 1 %"EACH END ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE) ST-5.......................TYPICAL WALL SECTION SHEET ROOF LOADING'...............................................Cd=1.25 ALL OTHER VENEER MIN 7/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL ST-6........ .............SECTIONS AND DETAILS TOP CHORD LIVE LOAD..................................20 PSF U W1 8d COMMON: 6"O.C. EDGES AND FIELD(UNBLOCKED HORIZONTAL PANEL EDGES); HTT5 (26)0.162"x 2 2 IN STUD/BEAM/TRUSS, TOP CHORD DEAD LOAD................................7 PSF (NOTE 8) 6"O.C.AT PANEL EDGES, 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES) (NOTES 2,3) 5/g'0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) MS24/MSTA24 (9)10d COMMON EACH END ST-7......................SECTIONS AND DETAILS(IF APPLICABLE) BOTTOM CHORD LIVE LOAD LEGEND ATTICS WITH LIMITED STORAGE...............20 PSF PER FRC 15 (20)SDS 11 a"x 3" SCREWS IN STUD GROUP i ( ) MIN /32"32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION HDQ8-SDS3 � MS36/MSTA36 (13 10d COMMON EACH END OR "OR"SHAL.MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ATTICS WITHOUT STORAGE....................... 10 PSF Y z N TILE ROOF PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4"O.C.AT PANEL EDGES AND /"DIA.x12"EMBED ANCHOR IN CONCRETE ) ALTERNATIVE FOR THE APPLICATION SHOWN w z (NOTE 7) (NON-CONCURRENT) o = U) 8"O.C. IN THE FIELD LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL BOTTOM CHORD DEAD LOAD........................5 PSF LLQ MIN %s"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION STHD14 (38)16d SINKERS INTO STUDS (11)10d x 1 %"IN TRUSS/RAFTER EOR ENGINEER OF RECORD O w O SHINGLE AND METAL ROOF _ (WET EMBED) HTS20/HTS20 (11)10d x 1 %"IN TOP PLATE AND/OR STUD O O = Z PERPENDICULAR TO SUPPORTS W!8d RING SHANK NAILS: 6"O.C.AT PANEL EDGES, 12" EW EACH WAY O WIND LOADING................................................. W U) z (NOTE 9) O.C. IN THE FIELD. OSB ORIENTED STRAND BOARD C4 Cd=1.60 LTT20B (10)10d x 1 Y"IN STUDS (5)8d x 1 %"IN TRUSS WSP WOOD STRUCTURAL PANEL ASCE 7-10,38 GUST........................................ 130 MPH FLOOR DECK SHEATHING: 23/32'T&G OSB OR PLYWOOD W/10d COMMON: 6"O.0 AT PANEL EDGES, 12"O.C.IN THE (NOTE 2) %"x 6"EMBED EPDXY OR SCREW ANCHOR HA4/H2.5T 5 8d x 1 %"IN TOP PLATE CN BASIC WIND SPEED (NOTE 5) FIELD. ( ) SYP SOUTHERN YELLOW PINECN EXPOSURE CATEGORY..................... ............ C SPF SPRUCE-PINE-FUR 00 BUILDING CATEGORY..................................... MIN 3/g'OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/8d ABU44 (12 16d COMMON& 5/e"x 7"DRILL&EPDXY (5)10d x 1 %"IN TRUSS CONT CONTINUOUS 0 II PORCH CEILING BOARD SHEATHING: ) HA8lH8 1 O ENCLOSED COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. (5)10d x 1 /z IN PLATE O.C. ON CENTER ENCLOSURE CLASSIFICATION...................... O INTERNAL PRESSURE COEFF........................ 0,18 MIN /s"OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/8d COMMON: 3" 5 „ 1 LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE,ONO. SW"DESIGNATED SHEAR WALLS: (12)16d COMMON& / x 7"DRILL&EPDXY (9)10d x 1 / IN STUD (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) 1q" C&C DESIGN PRESSURES.............................. (SEE TABLE 1) O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD (UNBLOCKED HORIZONTAL PANEL EDGES), ABU66 (12"EMBED AT GARAGE DOOR RETURNS) TSP 1 (NOTE 8) (6)10d x 1 / IN PLATE LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE CV 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. N FLOOR LOADING..............................................Cd=1.00 NOTES: HU48, HUC48, (14)16d COMMON IN HEADER 1 QTA QUICKTIE AQUA,SEE TABLE 6:UPLIFT ANCHORS M TOP CHORD LIVE LOAD.................................. 40 PSF 1. FOR SHEATHING THICKNESS GREATER THAN 15/32'CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d R114G HU28-2, HUC28-2 (6)10d COMMON IN BEAM SPH4/SPH6 (12)10d x 1 /"IN STUD QTB QUICKTIE BLUE.SEE TABLE 6:UPLIFT ANCHORS TOP CHORD DEAD LOAD..... ...........................17 PSF SHANK NAILS. (0.148"x 3 LONG). QTG QUICKTIE GREEN,SEE TABLE 6:UPLIFT ANCHORS � BOTTOM CHORD LIVE LOAD.......................... 0 PSF HU410, HUC410, BOTTOM CHORD DEAD LOAD...... 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. HU210-2, (18)16d COMMON IN HEADER (6) 10d COMMON IN TOP PLATE QTO QUICKTIE ORANGE,SEE TPBLE 6:UPLIFT ANCHORS _ ................. 5 PSF 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. (10)10d COMMON IN BEAM DSP LLI (8)10d COMMON IN STUD/HEADER _I HUC210-2 INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS J SPECIAL FLOOR(GAME ROOM)LOADING....Cd=1.00 CURRENT APPROVED APA.MANF.SPECIFICATIONS. HGA10KT (4)SDS%a"x 1 y" SCREWS IN TRUSS/RAFTER QGT (18)10d x 1%"IN TRUSS W/QUICK TIE UPLIFT ANCHOR � INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM TOP CHORD LIVE LOAD.................................. 60 PSF 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP (4)SDS/a'x 3" SCREWS IN TOP PLATE (NOTE 2) TO SLAB AS SPECIFIED ON PLAN OZ TOP CHORD DEAD LOAD................................ 17 PSF REDUCE SQUEAKING,8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. BOTTOM PLATE ANCHORAGE IS Y2"ANCHOR @ 8'-0"O.C. (ONO ON FRAMING PLAN OR SW BOTTOM CHORD LIVE LOAD...........................0 PSF 15 26 (30)16d x 12 IN TRUSS W/QUICK TIE UPLIFT ANCHOR SPECIFICATIONS) 6. /z"32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL ( )16d SINKER IN WALL FRAMING QGT2 1 " Y BOTTOM CHORD DEAD LOAD........................ 5 PSF BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD..SHOULD BUILDER SPECIFICATIONS ALLOW, LGT3 (12)SDS%a"x 2%2"IN TRUSS (NOTE 2) TO SLAB AS SPECIFIED ON PLAN STRUCTURAL WOOD BEAM V MAXIMUM FLOOR TRUSS SPACING...............16"O.C. MIN STRUCTURAL REQUIREMENTS ARE 7/s"24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENE :R WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS . NOTES: Q DEFLECTION CRITERIA 7. 15/32'PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS.SHOULD 1. EPDXY ANCHOR FOR HOLD-DOWN CONNECTORS IN CMU TO BE 12-INCHES. n FOUNDATION KEYNOTE CALLOUT C INSTALLATION REQUIREMENTS ALLOW, t5/32"APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. H N ROOF TRUSSES.............................................. LL/240 WARRANTY AND 3. QUICK-TIE SUBSTITUTION(INSTALLED W/POWERS AC100 TEAL OR GOLD EPDXY): O TL/180 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES. STUD COLUMN KEYNOTE CALLOUT ICT TL MAX 1"UP TO WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN VIN LENGTH. • QTB=DTT2Z, LTT20B- _ _ LLL 40'SPAN 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD • QTG=HTT4 NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS � ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL • QTO=HTT5(PROVIDED(2)STUDS INSTALLED EACH SIDE OF QTO) TO MATCH WALL FRAMING SIZE AND GRADE, ONO. D � UAL OR BETTER APPROVED E 2 STUDS S CMAY BE SUBSTITUTED WITH Q G CATALO . PRODUCTS OPEN WEB FLOOR TRUSSES/BEAMS.......... LL/360 MINIMUM,CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. 4. PRODUCTS SELECTED USING QUICK TIE SUMMER 2013 � � TL/240 ALTERNATES. REFER TO QUICK TIE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. p ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN 1- 3 TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING (IN O.C.) 5. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. DTT2Z !25 30TTOM OF STUD COLUMN CONNECTION it TL MAX /a" 6. POSITIVE PLACEMENT GUN NAILS,2 %"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST O D •1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN WOOD I JOISTS............................................... LL/480 BASE ANCHORS,CS16,AND MSTA FLAT STRAPS. O OR QT-REQUIRED FROM'TOP PLATE TO SLAB. V TL/240 2x6 N O 2 S P F MAX 16" O C (UN O) TABLE 8: SPECIFIED SH EARWALLS .2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL TL MAX%" NOTES 1,2,3,4 COLUMN TO IST LEVEL STUDS/HEADERIBEAM OR QT-REQUIRED FROM of NOTES: END STUDS TO TOP PLATE CONNECTION 2ND LEVEL TOP PLATE TO SLAB. Q 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER FBC1605.3.1.1. TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN SW TYPE CONNECTION HEADER STRAPPING KEYNOTE CALLOUT Z NOTES 1,2,3,4 SW1,SW2,SW3,SW4 QTB/QTO NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD 0 PRE-SSURE TREATED LUMBER I- -�F DIAMETER LENGTH 1. CONNECTION ONLY REQUIRED FOR ROOF LOAD BEARING WALLS. 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD TABLE 1 : COM PON ENT AN D 1 „ III 2. QTB/QTO MAY BE SUBSTITUTED W/(2)MSTA24/MS24,(2)H8,OR(2) 1 DTT2Z KING/,TACK GROUP BOTTOM CONNECTION D 8d COMMON 0.131' 2-/2 PRESERVATIVE FASTENER TYPE III "' DSP, •1 ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP LO CLADDING DESIGN PRESSURES Sd RINGSHANK 0.113" 2-3/t3" ACZA STANDARD CARBON STEEL ADDITIONAL QTA REQUIRED PER TYPICAL WALL SECTION,SHEET ST-5. •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD qt X 0 0 10d x 1-1/2" 0.148" 1%" (QTA REQUIRED FOR ROOF LOAD BEARING WALLS ONLY) GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. f` w w Q 0 O WINDOWS AND DOORS 10d 0. 31" 3" STAINLESS CONNECTORS AND III "C Q L N 0 p Z M Q Z SODIUM BORATE(NOTE 1) FASTENERS REQUIRED. III NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KINGMACK GROUP ti w 0 w 0 EFFECTIVE ZONE DESIGNATION 10d COMMON 0.148" 3" (2)ADDITIONAL WALL STUDS REQ. FOR QTO w 0 = 0 0 WIND AREA IZ-Interior Zone(psf) EZ-End Zone(psf) 1 CONNECTORS MUST HAVE III � J 0 F Z 0 N w D N m END STUD GROUPS 12d COMMON 0.148 3-/a _ ti - >- a0 ZwJ - mJZZO Z-MAX,G120 OR TRIPLE ZINC I I HEADER FRAMING KEYNOTE CALLOUT Q F_ - 0 Q Q > w w 0-20 ft2 +24.61 -26.70 +24.61 -32.95 16d SINKER 6.148" 3%4' ALL OTHER.PT (NOTE 2) COATED FINISH. III SW TYPE NUMBER OF STUDS iF,i m m > 0 N w 00 U 1 (INCLUDING ACQ& MCQ) (2)2x10-1 /2 NUMBER OF KING STUDS EACH SIDE OF OPENING Z 0 a w 0 w w J 0 LL. N N p 21 -50 ft2 +23.42 -25.51 +23.42 -30.58 16d COMMON 0.162" 3 Y" ALL FASTENERS MUST BE HOT III SW1,SW2,SW3 2 F w NOTES: DIPPED GALVANIZED. S W# MIND- SW4 3 NUMBER OF JACK STUDS EACH SIDE OF OPENING 0 a a } W w F- N J m O Z D 51 -100 ft2 +22.01 -24.09 +22.01 -27.74 Z IL 0 = W w 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: III 1. KINGMACK STUDS MAY BE INCLUDED FOR STUD GROUP SIZE OF HEADER(ALL HEADER TO BE N0.2 SYP W 4 w F 4 O w F 2 2 w 0 Z U M 101 -200 ft +20.91 -23.00 +20.91 -25.56 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM BORATE TREATMENTS BEARING )N REQUIREMENT. UNLESS DESIGNATED AS WSP) z p Q J a Z 0 I' SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY III F F 0 w 0 Z tL a 0 0 0 F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN III END STUDS CONNECTION(NOTES 5,6,7) NUMBER OF PLIES IN HEADER p w Z a Z m I` - 0 X J Q � VINYL SOFFIT MAX PRESSURE(pso +23.5 -30.74 BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. III III m M w w I 0 0 w O 0 w 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 2. IN DRY USE APPLICATIONS ONLY,G90 GALVANIZED SW TYPE 1 ST LEVEL 2ND LEVEL STRAPPING In 4 Q U w ZO w H 0 N 0 Q I w GARAGE DOOR PRESSURE SEE FRAMING PLAN A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE CONNECTORS MAY BE USED IN CONTACT WITH PRESSURE III III HOLD DOWN (IF QT-NOT APPLICABLE) ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT W ? 0 w F DI- H w N SHALL NOT EXCEED 75%OF THE NAIL OR$PIKE DIAMETER. TREATED MATERIAL, HOWEVER THIS APPLICATION MUST III III SWI QTB OR DTT2Z MS36/CS16/MSTA36 (2)9 1/2"LSL-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING W w w Z w Q w U < 0: LL Z 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS INCLUDE A MINIMUM 10 MIL MOISTURE BARRIER BETWEEN (I I III SW2 QTG OR HTT4 (2)MS36/CS16/MSTA36 NUMBER OF JACK STUDS EACH SIDE OF OPENING Z 1F- 6r3 :1ffl - WW Z 2 } Z Q p - 0. 000 < W0 I_ F Z SPECIFIED FR THIS PROJECT ARE AS LISTED IN TABLE 4. THE CONNECTOR AND THE WOOD MATERIAL. SW3 QTO OR HTT5 (3)MS36/CS16/MSTA36 III III HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL, OR SYS42) Z Z 0 0 Q m Z LL N Q I Z - Z F Q TABLE 6: QUICK TIE CONNECTORS III III SW4 HDQ8 (4)MS36/CS16/MSTA36 - W w z J w , ; w Q M F ° -DEPTH OF HEADER w _ 0 M W O I- � D - Q 3: 4z z1QDw � - 01- < I BOTTOM PLATE ANCHOR SPACING(NOTE 7 NUMBER OF PLIES IN HEADER(1 3/4"WIDE UNO) F_ F = Z Pi- Y 0 Z Wo w F END ZONE KEY MAP NOTES 1,2,3,4,5 0 w Q _ I- 0 I- w 0 Z Q CONCRETE/ MIN. EDGE DI ANCE SW TYPE MAX ANCHOR SPACING PRE-ENGINEERED TRUSSES & I-'JOISTS � �- U � ? 3 N a N Q 0 t'9 F � U U END ZONE: END ZONES SHALL BE TAKEN SYMBOL DESCRIPTION MASONRY TENSION CAPACITY MONOLITHIC SLAB CMU SW1,SW2 3/"DIA.@ 24"O.C. OR%"DIA.@ 24"O.C. J AS THE 1ST 4.0'PER IRC FIGURE R301.2(7) EMBEDMENT 3 -1 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL LL QTA(QUICK TIE AQUA) SW3 /s"DIA.@ 16"O.C. OR 2' DIA.@ 16"24"O.C. BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP SHEET NO.: ONE STORY 1 3„ 3 „ 3 „ 3 1 „ SW4 3/"DIA.@ 12"O.C. OR%"DIA.@ 16"O.C. DRAWINGS SHALL BE PREPARED IN ACCORDA E WITH ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD Z ,"WIRE ROPE-a STEEL STUD 2/ !2/a 910 LB. 1 / 2/ 0 FOR APPROVAL PRIOR TO FABRICATION. DESIG ST- ❑A TWO STORY 2"x 2"x%"WASHER @ TOP PLT NOTES: CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY V QTB(QUICK TIE BLUE) 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE BRACING SHALL BE THE RESPONSIBILITY OF THE, ONTRACTOR.AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS q © ONE STORY 3Y 3„ 3 1 BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF COMPLETE. LL STRUCTURAL 1s WIRE ROPE-g STEEL STUD 4' /4' 1,527 LB. 1 /a" 2�" 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MA CH THE ORIENTATION,SPAN DIRECTION,SPACING,BEARING LOCATION 0 TWO STORY 2%a"x 2%a"x%8'WASHER @ TOP PLT WALL SEGMENT IS IDENTIFIED AS SW1,SW2,SW3, SW4,OR SWB ON THE PLAN. © 2. ALL SW SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. d SPECIFICATIONS © ONE STORY QTG(QUICK TIE GREEN) 3. SHEARWALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT Of 'WIRE ROPE-2'STEEL STUD 4"!4" 2,839 LB. 2%4' 2 3/a" EX1 REME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN . THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 0 JOB NO.: TWO STORY 3"x 3"x 3/6"WASHER @ TOP PLT 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE SNGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DF7370 QTO(QUICK TIE ORANGE) 5. 2ND LEVEL SW'S-END STUDS OF SHEAR WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS Q O ONE STORY 16,WIRE ROPE-8"STEEL STUD 6"!6" 4,455 LB. 3" 3" HOLD DOWN WITH FULL-HEIGHT QT TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. 5. CONNECT ASHOP DRAWINGS MAY BE DISREGARDED.ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. - SUBDIVISION: • 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD If TWO STORY 3"x 3"x 3/s"MASHER @ TOP PLT DOWN. 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND 0 Selva Marina QTR(QUICK TIERED 6. DESIGNATED SW S WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED,LINO. SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN -1 ® ONE STORY 3„WIRE ROPE-3i S-fEEL STUD 1 " 1 " 7. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR THREADED ROD IN EPCON G5 EPDXY,OR SIMPSON. SCREW IN CRITERIA,THIS SHEET. Q Country Club Lane s a 7"/7" 6,545 LB. 3/2 3 2 ® TWO STORY 3"x 4 2"x 2'WASHER @ TOP PLT ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. HEADERF RAM I N G CONCRETE AND FOUNDATION NOTES 0 LOT"_ NOTES: 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d COMMON @ 8 "O.C. z L-J 1. QUICK TIE QE-1 QUICK SET ANCHORING EPDXY;POWERS AC100 TEAL OR GOLD EPDXY SHALL BE USED FOR ALL QT ANCHORAGE. 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). STAGGERED. - 2. REFER TO FRAMING NOTES THIS SHEET FOR EPDXY INSTALLATION SPECIFICATIONS. 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: 3. QUICK TIES SHOWN ON FRAMING PLAN AT FIXED LOCATIONS ARE DESIGNATED BY SYMBOLS SHOWN ABOVE. REFER TO TYPICAL. 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). 2. • SHEATHING TO MATCH SPECIFIA"i ION FOR EXTERIOR WALLS,SEE TABLE 2. FLOOR PLAN: WALL SECTION FOR ADDITIONAL REQUIRED QTA LOCATIONS. 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL . ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES,ETC.)W/8d COMMON @ 3"O.C.REENTRANT CORNERS. 0 Streit Residence 4.0 FT 4. ADDITIONAL STUD REQUIREMENTS PER WALL WIDTH: EITHER TOP OR BOTTOM PLY OF DBL TOP PLACE MUST SPAN CONTINUOUS OVER OPENING;SHEATHING MUST BE 1 ST FLOOR - (�.p) END ZONE . EXTERIOR 2x4 WALLS: 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH TO 2 INCHES IN LENGTH. DOSAGE 0 DESIGNATION -QTB/QTG MUST HAVE(2)STUDS WITHIN 3"(IF QT IS LOCATED WITHIN 3"OF CBL STUDS AT OPENINGS OR SHEATHING SPLICE i, AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. EDGE NAILED TO CONTINUOUS PLY OF PLATE Z DESIGNED: • NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END = NO ADDITIONAL STUDS ARE REQUIRED) SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN . . WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL WALL SECTION DAE/J M L -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO.(THIS IS IN ADDITION TO STANDARD WALL.FRAMING STUDS). REQUESTED BY THE BUILDING OFFICIAL. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. SHEET)FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING W -QTR MUST HAVE(3)STUDS INSTALLED EACH SIDE OF QTR. 3. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR H REVIEWED: • EXTERIOR 2x6 WALLS: 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMEr)TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HFADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE): X -NO ADDITIONAL STUDS REQUIRED AT QTB/QTG LOCATIONS. FRC 5TH EDITION(2014) TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT • HTS16 W/(10)10d x 1-Y2"@ 16"O.C. d DBM -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO.(THIS IS IN ADDITION TO STANDARD WALL FRAMING STUDS) LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE • MIN 18 ECTL GA.COIL STRAP WRAPPED OVER TOP PLT W/MIN(5)10d x 1%"INTO EACH SIDE OF HEADER OR -QTR MUST HAVE(3)STUDS INSTALLED EACH SIDE OF QTR. ASSUMPTIONS. FASTEN TRUSS DIRECTLYTO HEADER W/MTS OR HTS W!(14)10d x 1-%2,(OR EQUAL APPROVED BY EOR). Q REVISIONS DATE 5. REFER TO APPROVED PRODUCT APPROVAL DOCUMENTS FOR INSTALLATION REQUIREMENTS OF QUICK TIE CABLE. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6"AND 4. FASTEN ALL HEADERS IR CTL STUDS WITH(3) 8d TOE NAILS PER SIDE. SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 5. IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD. � 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS LICONDITION EXISTS. 10. TO CONTROL CRACKING,CUT 1"SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR TABLE 9: PLANK-ORI ENTED HEADER REQUIREMENTS m ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. CONTINUOUS ROUGH OPENING WIDTH W I I 11 .DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM STUCCO FINISH-L1360 FLEXIBLE FINISH-L/180 ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, MAXIMUM 11' MAXIMUM 11' Z CONTACT THE ENGINEER OF RECORD. (NOTES 1,2) PLATE HEIGHT PLATE HEIGHT FRAMING NOTES I GREATER THAN 48"UP TO 75" (NOTE 3) (2)2x4 (2)2x4 Ll.l 1. QUICK TIE QE-1 QUICK SET7MCHORING EPDXY; POWERS AC100 TEAL,GOLD,OR EQUIVALENT SHALL BE USED FOR ALL QUICKTIE AND BOTTOM PLATE ANCHORING. QUICK TIE CONNECTOR OR THREADED ROD MAY BE EMBEDDED TO THE SPECIFIED DEPTH,IN A HOLE %s'GREATER THAN THE z GREATER THAN 75"UP TO 111" (2)2x6" (3)2x4 Q DIAMETER OF THE ANCHOR. ADHESIVE MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN Z J MUST BE FOLLOWED FOR PROPEP INSTALLATION. m 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, ONO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE GREATER THAN 48"UP TO 75" (NOTE 3) (3)2x4 2 2x4 RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. 0r ( ) JOB COPY A x 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN FLORIDA BUILDING CODE TABLE O GREATER THAN 75"UP TO 111" (2)2x6' (2)2x6" 2304.9.1. 0 O ST URAL ENGINEERING GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN THIS PLAN MUST BE ~ 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. V 4.0 FT ENDZONE 5. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUSLY SUPPORTED THROUGH FLOOR SYSTEMS TO FOUNDATION WITH LIKE STUD PLIES. 1. PLANK HDR TO STUD GROUP W/MIN(6)10d TOE-NAILS, EACH END. 2ND FLOOR (TYP) DESIGNATION 6. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d COMMON @ 8"O.C.STAGGERED. 2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS. ON JOB SITE FOR LL __F 7. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. 3. FOR OPENING WIDTHS LESS THAN 48",A SINGLE 2x-PLATE IS SUFFICIENT. Q a =§ 8. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. 4. FOR PLATE HEIGHTS ABOVE 11',SEE FLOOR PLAN FOR PLANK-ORIENTED HEADER REQUIREMENT. EACH INSPECTION W 9. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL 5. (`)HEADERS DESIGNATED WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING. .. STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. REviEWED r-OR CODE COMPLIANCE CITY OF ATLANTIC BEACH z z r � � 8EE PERMITS FOR ADDITIONAL = REQUIREMENTS AND CONDITIONS Weo �3, +� REVIEWED ell. rn DATM,2 a_&2 X �®'�'I� ' W tea ;jw% C- Derek B. Murrav,P.E. + P.E. No.71457 QT ENGINEERING Q 01. No. 17 FRAMING KEYNOTES (QT) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE"INTERIOR SHEARWALL DETAIL"ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. O 4. PORCH BEAM FRAMING NOTES CV LO A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. N NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT CD WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT ELEVATION. 3'/z"MINIMUM BEARING REQUIRED IN WALL. PORCH 0 BEAM TO STUDS W/MS24, HTS20,OR MSTA24. I d' B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. CV PORCH BEAM TO TOP PLT W/MS24,MTS12,OR MSTA24. N M A A C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. J PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR LL A PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24,MTS12,OR MSTA24.STUDS TO TOP PLATE W/MS24,MTS12,OR MSTA24. W J (2)2x6-1/1 (2)2x6-1/1 ---U _ D. BEAM ATTACHED TO EXISTING FRAMING O F ( F ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/ Z (2)2x6-1/1 (2)2x6-1/1 (2)24-1/1 (2)24-1/1 SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. 0 \ / 1 1 - 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER Y / gTYPICAL WALL SECTION SHEET. Q g 6. HIGH UPLIFT WALL: INSTALL QTB @ MAX 48"O.C., REQUIRED C^ co w AT THIS SECTION ONLY, OR"SECOND FLOOR WALL TO BEAM OR HEADER N Z I (2)2x12 (2)2x12 CONNECTION"@ 16"O.C.,SEE SHEET ST-5 � NOTE 4+QTA W L -J L N 7. PLANK ORIENTED HEADER FRAMING A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2) A35 SW2 3 STUDS 0 3 STUDS 0 wo (- 7 F EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON U) O O DETAIL SHEET. QTG Ii O QTB LL O (2)24-1/1 1 A O B. FASTEN PLAK ORIENTED NH S116 STRAP EACH SIDE OF OPENING. DHWITH ORIZO TA FLOOR GIRDER,NO'E 8 G I C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY. 0 STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT (� r=(2=)2x=6-1/2 I OF PLANE WIND LOAD. (2)2x12 Y 1 2)2x6_1/1 8. FLUSH BEAMS AND GIRDERS ABOVE,SHOWN ON THIS SHEET FOR I Q CY) M (2)2x6_1! SW2 CLARIFICATION ONLY. a (2)2 1 L- J L 9. ANCHOR SW END STUDS DIRECTLY TO FLOOR TRUSS END VERTICALS Z Cl) z G A I BELOW. 3 4F (A)l 10. BALLOON FRAME GABLE END WALLS TO GABLE END OUTRIGGERS OR I I A 2STUDS LL w (2)2x6-1/1 GABLE END BOTTOM CHORD W/2x6 NO.2 SPF @ MAX 16"O.C. LO O o M g 11. FRAME WALL W/2x6 NO.2 SPF @ 16"O.C. X p } Cl) O I QTG W I � ti W W m Q p D SW2 M t° CA 12. HORIZONTAL BLOCKING&STRAPPING TO MATCH WINDOW TOP& a D 0 z m N SW2 11 w II Q � m 0111L z (n Z BOTTOM SILL ELEVATION REQUIRED FULL LENGTH OF SWB. W l[ H w 0 GARAGE DOOR DESIGN Z W D W It WIND LOAD(PSF): 1 O (2)2x6-1/1 0o _ I` N O} a p z w j . m O z z 0 13. BALLOON FRAME WALL TO ROOF DECK: �_ m 0 J •STUDS 15'-6"MAX=2x6 NO.2 SPF @ MAX 16"O.C. 4 N w w - p In Q Q O W tL +22.68/-25.01 1 i 11 •STUDS 18'-0"MAX=2x6 NO.2 SPF @ MAX 12"O.C. O w w m > p N w w D D m p B z II •STUDS>18'=2x6 NO.2 SPF @ MAX 12"O.C. Z p a w 0 Ill (L ZFJ- p LL W - p m \ 0 / O III 2STUDS 2 p 11 � za01 111w towI.- - Ww W < (3 W � = = W0ZDm III Q 511 Z FII- wjmm � � mzw4LL (2)2x10-2/2 (2)2x6-1/2 (2)2x6-1/1 ► 2 STUD w III QTB m LL (2)2x6-1/2 0 4 0 IL Cl 1 1 -U.j MUj 011 NOTE1 (2)2x12 D OWZa = mOZOWEL .JDam CD � zll II m C7 Q Q U W O w W O N O Q Z I � lo III 4STUDS 2 I1 W � z 1-- - zQpwm — m — Iz u� 11 SEE"TYPICAL PORCH- W w w Z - w Q w - N L` z t7 HTT5 m I _ w m lNp _ ' ww to til 1 SHEATHING DETAIL." Z z = Z Q Z Z a n O EO m F w z Q O (2)2x6-1/1 - - - - O - - - - - - - - ROOF GIRDER,NOTE 8 -- u _ Z Z p 0 Q } N Q I Z - Z F F � I� _ _ _ _ _ (2)2x8-1/2 FLOOR GIRDER, I� o - - -_— _TT — — _= 2STUDS w NOTE 7A W w ? 0 [7 w � N m D (2)2x6-111 2STUDS NOTE 8 111- Ilw � � Q IQZ � ZIQL1Wm - PILI II QTB � � g � ZtlQi� n1ro10wwZm D O � _ FLOOR GIRDER,NOTE 8 I' C7 1 4STUDS LLO a Z II z O W m • Q H J H • I 0 0 J - - - - - - - - - - - - - - (2)2x6-1/2 (2)2x6-1/2 (2):2x6-1/=2 (2)2x6-1/2 QTO 11 0 D I— ? 3 cv a N Q o m ? D D ROOF GIRDER,NOTE 8 I I = LI_ SHEET NO.: 2STUDS Oo _ _ _ _ - _ _ _ _ - C0 Z II U- I QTA uw ST-3 . - SW3 SWB °� I r37,' 9%2"LSL-2/2 (2)2x12-2/2 '� ~ M NOTE 12 _- _ W/(3)2x6 x±15'-4"NO.2 STRUCTURAL SYP PLANK ORIENTED O FRAMING PLAN KW3 SEE"TYPICAL PORCH )2x6-1/2 KW3 HDR SILL ABOVE SGD 0- ST-7 ST-7 O JOB NO.: SHEATHING DETAIL." I I (2)2x12 20 > 11 3 STUDS 2 Q DF7370 5 STUDS 2 ST-7 w QTB Co g ,:::D� g (2)2X6.1/1 QTO NOTt 7B SUBDIVISION: (2)2x8 (2)2x8 (2 2x8 (2)2x8 o Selva Marina FLUSH BEAM,NOTE 8_ _ _ _ _ _ _ _ — A I? _ �- Country Club Lane NOTE 4 SEE HOLLOW COLUMN NOTE 4 SWB ( — -- -- Q LOT NO.: (2)2x6-2/2 DETAIL, T-6;(3)TOTAL NOTE 12 Z M A (2)2x12 g z - - ENTRY PORCH;REQUIRE A 41 UPLIFT CONNECTION,AS SHOWN � FLOOR PLAN: A NOTE 4 �--SEE HOLLOW COLUMN 0 Streit Residence DETAIL,ST-6;(5)TOTAL @ O ENTRY PORCH;REQUIRE Z DESIGNED: SUPLIFT HOWN CONNECTION,AS U DAE/JML " -2/2 3%"x 9%"LSL-2/2 W LS 371/2"x9/ - z - �-- REVIEWED: - w �1 I� r I - r ~O (2)2x6-1/2 — _ _ (2)2x6 1/2 X _ a DBM -17 z NOTE 1 NOTE 1 GARAGE DOOR DESIGN W GARAGE DOOR DESIGN G1 O Q REVISIONS DATE G1 WIND LOAD(PSF): WIND LOAD(PSE): z ST-6 +22.01!-25.43 G4 +22.C1/-25.43 ST-6 ST-6 m M D � zz> (2)2x4-1/2 (2)2x4-1/2 > O W a z CD Z) x NOTE 13 0 STRUCTURAL ENGINEERING H U JOB COPY UL co THIS PLAN MUST BE `.. ON JOB SITE FOR ko EACH INSPECTION Z If FIRST LEVEL STRUCT11 URAL PLAN W �1 0- Derek B.Murray,P.E. QT ENGINEERING a P.E. No.71457 01-20-2017 ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MANUFACTURED SHEAR PANEL •INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN •SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. •FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. •NOTE: IF PRE-MANUFACTURED SHEAR PANELS ARE NOT PROVIDED BY TRUSS MANUFACTURER,SEE"ELEVATION OF BOX-FRAME OVER SW" DETAIL,SEE DETAIL SHEET 2. TYPICAL BEARING BLOCK •BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. •ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C. STAGGERED. 3. LEDGER FRAMING NOTES: O • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT O 96'11" EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX N V7 24"O.C.SPACING) • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED C4 LOCATIONS ON PLAN 2 4„ 16'7" 238 . SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER 0 24' 11'4" PROTECTION AGAINST CORROSION O • IN ACCORDANCE W/FRC 507.2.1,EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH y M Ul) ti ti ti Ul) M �� WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT N p O O O O O O O O �,� FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. M � ,[ M O O O O O O O ROOF FRAMING LEDGER:F- F f- F- F- F- F- 2x6....................(4)12d COMMON LL 2x8....................(6)12d COMMON LLI 2x10..................(8)12d COMMON J JO J01 2x12............ J ......(10)12d COMMON 1'6" I FLOOR FRAMING LEDGER(W/NAILS): Z iD PT 2x6................(3)16d COMMON Q J01 J03T NOTE 8,TYP PT 2x8................(5)16d COMMON C/) J03T PT 2x10..............(7)16d COMMON `1 PT 2x12..............(9)16d COMMON U J03 r JET o 0 0 0 0 0 0 0 0 0 -� -� -7 -� __j FLOOR FRAMING LEDGER(W/SCREWS): EB FE J05T PT 2x6................(3)Y4"x 4-%"LONG#14 WOOD SCREWS NO 2x6 N .2 SY OFF MING PT 2x8................(5)Y4"X 4-%"LONG#14 WOOD SCREWS IT J05 LEDG R;A A H PER OTE 3-71 F J01 PT 2x10..............(7)Y4"X 4-Y2'LONG#14 WOOD SCREWS W 1 CO HTU26 10 PT 2x12..............(9)Y4"X 4-%"LONG#14 WOOD SCREWS j N N N N N N I N N 04 J07 L LU � 0 � � TU 6 T11 J03 4. OV9 ALL AF NOTES �. Ur _! J J J J J J J • ALL RAFTERS TO BE MIN.2x6 N0.2 SYP @ 24"O.C.MAX. LL FG01 J L L J L J L J L J L J L J L J L _ _ • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. L J05 • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d O F -I r r r r r i r (2) TS20U, C( N t r H U26 T12 COMMONS MIN. U ( )H i S20 N N N N N N Cw M co • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT N O N O N O O O O O � LL 0 W 2x6 N0.2 P OF FRAMING Y O Q LLQ LLQ U_ LL LL U_ LL O L LEDGER,A ACH PER NOTE 3 - T13 CONNECTOR. _ H H O LL V- r H U26 • ALL RIDGE BOARDS TO BE 2x8 TIES SYP MIN. • FASTEN 2x6 N0.2 SYP COLLAR TIES FROM RAFT ER TO d 3: RAFTER WHERE APPLICABLE W/(5)10d COMMONS MIN. _ T15 O r HT 6 --GE05 S12 EE RAFTER SPAN SCHEDULE O.C. PB01 T16 SPACING LUMBER SIZE 90 `�' N 2x6 2x8 2x10 2x12 L T21 HTU26 J NOTE 6, 12„ d• x ° z 1 O r r TYP 14'-5" 18'-3" 21'-8" 25'-6" t� W W Q . p Lz m N ^,_ N 1' N N N N N 1' �-T 1'7°!� 2' 1'10"4 n? N N N- 1'8" HTU26 1' PB01 T21 HTU26 J a Li 0 Z � 2'0"8 111"8 - - - — T17 16 12'-6" 15'-10" 18'-9" 22'-1" ti Q 0 m W 0 W W W 0 co (0 (Ocf) r HTU26 PB01 `` ° z ° [ - 24" 10'-2" 12'-11" 15'-4" 18'-0" � m 0 0 � Z o m ° w a N m ELI U_ U_LOL LL W L T21 LQu U 26 J x-18 20 L.L./15 D.L.#2 SYP 1` Q F W w z ° m Q m Q 7 W w � r WWm > O60 111 w - 0L3 2)HTS OR(2) STA24 i HTU26 m PBO1 F CEILING JOIST SPAN SCHEDULE Z ° 0 m wt ° } W Z O L T21 HTU26 J T19 O.C. U) ° � a } ww � wimpZ ° LUMBER SIZE (A za0 mm � - WW E04 _ co rev rHT 6 PB01 � SPACING W qw � QoW1- i2W0zwM F09 14 �i O 2x8 N .2 SYP ROOF FRAMI G 2x4 2x6 2x8 2x10 Z Q I F m j m W I- �- � Z W Q L U' L LED R;ATTACH PER NO E3 T21 HTU26 J _ G7 � F0QpW0ZLa ° 7- o0 ILL T19 M 12" 11'-10" 18'-8" 24;7;; 26'-0;; p LU W w I m 0 w Q W r HTU26 1'6" PB01 14 N T21 HTU26 J 16" 10'-9" 16'-11" 217 25'-7 ZQQXWOQ � om2 < OZ � L , (0 T19 24" 9'-3" 13'-11" 17'-7" 20'-11" W � _ ° w 1- Z 6 F09 f� N N w Q � 2r ° E3Wm ww c0 � rHT 6 PB01 � � 10 L.L./5 D.L.#2 SYP W w � Z W Q w ° n ° m L Z 1'4' CEJ OHTS20 PB01 T21 HTU26 HMS 12 T19 Z z = } ZQ0f= -0. 00E9QWo F09 ~ L , _ 2 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY 0 0 z L m_ w a 0 to Z_ _ - 1'4" FG03 = L _J BUILDER IN ACCORDANCE WITH FRC R302.12. LZU W W _j 2 m w j Q N w Q ix 1F- U F09 r -I r r _ ZO U W w � � WV — �IT g_2 H GE06 T20 6. CONVENTIONAL FRAMING NOTES Q W Q Z >. Z = Q p w _ Q L 1'4" 0 O 2x8 NO.2 SYP ROOF FRAMING N • SEE"OVERFRAMING NOTES"ON ROOF FRAMING PLAN FOR 0 F = Z H p Z w 0 ° W F09 W LL LL N N N N 1 4" L LEDGER•ATTACH PER NOTE 3 SPAN CHARTS AND ADDITIONAL NOTES.SPAN CHARTS MAY BE Z ° Q v O I W ° Q EllN N N N r USED FOR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN. o ? 3 N a uFi Q O t� H ? n u Q Q Q Q T24 I T20 • ALL MEMBERS TO BE NO.2 SYP UNLESS NOTED OTHERWISE. HTU26 29 U1' _ _ _ _ T24 . ALL UNSPECIFIED RIDGES ARE CONSIDERED NON LL 4 N N 1 7 STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE Z SHEET NO.: 10"1 O J L J L J L F10 1'4" FG02 T20 SUPPORTING STUDS OR UPLIFT CONNECTORS. O ST-3A _ ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN � v F11 2x6 N .2 SYP O F F MING HTS20 T27 25 F11 SUPPORTED RAFTERS. S 1'4" LEDG R;ATT H PER OTE 3 120 • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER FLOOR & ROOF 1, WHERE APPLICABLE W/MIN(6)10d F11 14 0) T27 T25 T20 • REQUIRED MEMBER CONNECTIONS ARE AS FOLLOWS: 12 FRAMING PLAN [11K1IV3 0 FCVN3 Of RAFTERS O JOB NO.: N F11z ST-7 ST-7 2x6 RAFTERS: FASTEN TO TOP PLATE PER"TYPICAL U 1'4" - 2' 2 ' T25 -I20 WALL SECTION",(6)12d COMMON TOENAILS TO Q DF7370 F11 T27 RIDGENALLEY/HIP. 1'4" 2x8 RAFTERS: FASTEN TO TOP PLATE PER"TYPICAL SUBDIVISION: 20 WALL SECTION",(8)12d COMMON TOENAILS TO o Selva Marina ST-7 F11 HTS20— TL5 T20 RIDDEN TEES/FASTEN TO TOP PLATE PER'TYPICAL W 1'4" 08 HTS20 F11 HI � WALL SECTION",(10)12d COMMON TOENAILS TO a Country Club Lane B01 — (0 (0 (0 (0 (0 (0 (0 (o (0 (0 (0 (0 (0 (0 T25 T20 1 r 1 1 1 r r r 1 r r r r 1 1 1 r -1 r -1 r 1 I 04 04 C4 n, 04 � � N 04 N 04 N N RIDGENALLEY/HIP. LOT NO.: HTS20 (0 (0 1qT 'IT � � (0 (0 C4 04}r. `r I._ r F- 1 g CEILING JOISTS Z N (D T25 2x JOIST: (3)10d COMMON TOENAILS TO TOP U) U) '�-7NOTE) 8,TYP 7EO PLT/RAFTERS, FASTEN TO RAFTER W/(4)10d COMMON FLOOR PLAN: _ = I- = 2 2 � Streit Residence N 00 N 00 N 00 � 2' 2' NOTE 7 7. ANGLE&LATERAL BRACES MAY BE OMITTED FROM GABLE BRACING O 2' 2' ;�, �, 2' 2' 2' �, DETAIL PENDING PORCH SHEATHING IS PROPERLY APPLIED. Z DESIGNED: T25 8. 2x6 x MIN 6'LONG PT SCABBED RAFTER/- G;ATTACH U DAE/JML TO TRU CHORD (2 O 1 6" .C., TAGGERED W 9 (2)2x8 2 LAB E, I- REVIEWED: T25 ATTAC TO AS (4)10d OE-NAILS EACH EN X N N M PLAN MUST BE aTHIS DBM C-4 LQ 04 14r O r J r O T r X) 04LL T25 ON JOB SITE FOR REVISIONS D ATE c� LL •2x6 SYP SQUASH BLOCK BELOW EACH NOTE 8,TYP } LL U_ EACH INSPECTIO EACH 2x12 JOIST TO RIM BEAM W/ CANTILEVER FLOOR JOIST TO PROVIDE T25 INVERTED LUS26 HANGER, (5)TOTAL BRG TO WALL BELOW. m (2)2x6 RIM BEAM .ATTACH TO TRUSS END VERTICALS W/ BEAM SCHEDULE Z 2x12 PT SYP JOIST @ (2)ROWS 10d @ 4"O.C.,STAGGERED T25 > EACH FLOOR TRUSS W/DECORATIVE END CUT PER NOTES ARCHITECTURAL;ATTACH 1. FLASHING&WATERPROOFING ARE BEAM NO. BEAM SIZE AND TYPE NOTES TO ALL FLOOR TRUSS OUTSIDE OF STRUCTURAL ENGINEERSW< MEMBERS W/10d @ 4"O.C. SCt�PE&SHALL 3E DESIGNED& 1-4" MICROLLAM LVL Q 1'4" SUPPLIED BY BUILDER B01 2.0E-(4)1 3/a x 16" NOTE 3 Z 2, BUILDER TO SUBMIT SHOP DRAWINGS OF w PROPOSED HANDRAIL CONSTRUCTION FOR APPROVAL BY EOR PRIOR TO MICROLLAM LVL NOTE 2 602 2.0E-(2)1 3/a x 16" � STR CTURAL ENGINEERING CONSTRUCTION & INSPECTION. 30'9" T4" 6'8" 6'11" 6'8"— 2' 12 BEAM SCHEDULE NOTES ~ 24'7" U 1. FASTEN EACH PLY W/(3)ROWS 10d @ 12"O.C.STAGGERED. 2. FASTEN EACH PLY W/(3)ROWS 10d @ 6"O.C.STAGGERED. Q 96'11" 3. FASTEN PLIES W/(2)ROWS Yz"DIA.THRU BOLT W/NUT AND -- WASHER @ 16"O.C.STAGGERED. PROVIDE 2"EDGE DISTANCE. U) TRUSS ENGINEERING NOTES: O Jffi 3 ' • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL z TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION SHEET. ,��� FRAM G PLAN 1 /411 — 1 1 O" • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING x '' h FIRST LEVEL FLOOR . 2900# DRAG LOAD APPLIED TO TRUSS T09. Derek B.Murray, P.E. QT ENGINEERING P.E. 71457 01-20-0-2017 FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE"INTERIOR SHEARWALL DETAIL"ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. O O 4. PORCH BEAM FRAMING NOTES t4 A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. N NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT O WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT ELEVATION. 3%"MINIMUM BEARING REQUIRED IN WALL.PORCH BEAM TO STUDS W/MS24, HTS20,OR MSTA24. I B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. N PORCH BEAM TO TOP PLT W/MS24, MTS12,OR MSTA24. N M C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. J PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR W PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS12,OR MSTA24.STUDS TO TOP PLATE W/MS24,MTS12,OR MSTA24. w J J D. BEAM ATTACHED TO EXISTING FRAMING 5; ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/ Z SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. 0 U) 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER Y TYPICAL WALL SECTION SHEET. U a 6. HIGH UPLIFT WALL:INSTALL QTB @ MAX 48"O.C., REQUIRED ❑ ❑ AT THIS SECTION ONLY, OR"SECOND FLOOR WALL TO BEAM OR HEADER CN CONNECTION"@ 16"O.C., SEE SHEET ST-5 IT 7. PLANK ORIENTED HEADER FRAMING w H A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2) A35 EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON DETAIL SHEET. B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. T C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY. 0 / (2)2x6-1/2 (2)2x6-1/2 (2)2x6-1/1 STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT () 0 0 \ N OF PLANE WIND LOAD. v H / p 8. FLUSH BEAMS AND GIRDERS ABOVE,SHOWN ON THIS SHEET FOR mv CLARIFICATION ONLY. d O O / \ 9. ANCHOR SW END STUDS DIRECTLY TO FLOOR TRUSS END VERTICALS Z CO U U (2)2x6-1/1 BELOW. O o o TA 10. BALLOON FRAME GABLE END WALLS TO GABLE END OUTRIGGERS OR ~ U) o i g GABLE END BOTTOM CHORD W/2x6 NO.2 SPF @ MAX 16"O.C. i LU 11. FRAME WALL W/2x6 NO.2 SPF @ 16"O.C. L X 0 >_ m clia- L 12. HORIZONTAL BLOCKING&STRAPPING TO MATCH WINDOW TOP& � Q j N 0 0 W M Q Z a En � w - BOTTOM SILL ELEVATION REQUIRED FULL LENGTH OF SWB. 1�1 IT W 0 W Y � W ° H NOTE 10 2 SPUDS 0 o z ❑ I ❑ 13. BALLOON FRAME WALL TO ROOF DECK: LO 0 w Z EJ p N w U N QTG Of � —J •STUDS 15'-6"MAX=2x6 NO.2 SPF @ MAX 16"O.C. ~ Q F W w Z 0 m Q Q z W 0 •STUDS 18'-0"MAX=2x6 NO.2 SPF @ MAX 12"O.C. Q W W p N W W LL° U m 0 B •STUDS>18'=2x6 NO.2 SPF @ MAX 12"O.C. Z 0 m W 0 w w j 0 w - 0 U) D0ma ZW � W � m0Zw (2)2x6-1/1 W QaI_ W � WWNomUM c IIS a 04 Z � zW0zLIa 0 0. ° \ LLW m 17Qly0 � ZwwZmoQIW 00 W Z Z Q W W O O P O W N W 0 Z IIIwz W wwz -wQWrjQmLL J Z W W Q W W 1 F 0 v m H Z W W W C7 EDo0zaLLwWm L3 0 ZzIo (2)2x6-1/1 2 S DS D o Z WW0Qm ? - mQ � z3:j 4 C 18 (2)2x6-1/2 Z ° > w W _ OWU' F NIS a _ a IQZ � ZIQUW � - D � 4W C� Q I. FIZpF- Y7ZW0 WFC 0 w a Q F _j H I O 0 j (2)2x6-1/2 (2)2x6-1/2 (2)2x6 1/2 (2)2x6-1/2 (2)2x6-1/2 ❑ O � n� _ 3NamQopi1- Zmm J LL Z SHEET NO.: swi ST-4 STRUCTURAL 0 FRAMING PLAN J06 NO.: 20 v DF7370 ST-7 a SUBDIVISION: __ o Selva Marina BBQ ❑ ❑ ❑ LL Count Club Lane TT a Country LOT NO.: OFLOOR PLAN: J Streit Residence Z DESIGNED: (2) -1/2 DAE/J M L — w F— REVIEWED: w DBM NOTE 10 NOTE 10 � a- < REVISIONS DATE (3)2x8 m •6x6 NO.2 SYP PT POST,(2)TOTAL •POST TO RIM BEAM BELOW W/ Z MSTA24 0 NOTES O w 1. FLASHING&WATERPROOFING ARE OUTSIDE OF STRUCTURAL ENGINEERS SCOPE&SHALL BE DESIGNED& ❑ ❑ a SUPPLIED BY BUILDER Z) A x Z 2. BUILDER TO SUBMIT SHOP DRAWINGS OF O PROPOSED HANDRAIL CONSTRUCTION STRUCTURAL ENGINEERING FOR APPROVAL BY EOR PRIOR TO H CONSTRUCTION& INSPECTION. JOB COPY UL THIS PLAN MUST Bco � ON JOB SITE FOR � EACH INSPECTI+Ch! U , '`• .e w �� ��� " SECOND LEVEL STRUCTURAL PLAN 1 /4" = 1 ' 0" �' 0_ Derek B. Murray,P.E. QT ENGINEERING a P.E. No.71457 01-20-2017 ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MANUFACTURED SHEAR PANEL •INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN •SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. •FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. •NOTE: IF PRE-MANUFACTURED SHEAR PANELS ARE NOT PROVIDED BY TRUSS MANUFACTURER,SEE"ELEVATION OF BOX-FRAME OVER SW' DETAIL,SEE DETAIL SHEET 2. TYPICAL BEARING BLOCK •BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. •ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. 3. LEDGER FRAMING NOTES: • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT O EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX N 24"O.C.SPACING) T. • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED CN LOCATIONS ON PLAN OR • SEE TABLE 3 ON SHEET 3T-1/S1 FOR FASTENER NT PROTECTION AGAINST CORROSION O • IN ACCORDANCE W/FRC 507.2.1, EXTERIOR DECK I LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT N FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. N M ROOF FRAMING LEDGER: 2x6....................(4)12d COMMON LL 2x8....................(6)12d COMMON 2x10..................(8)12d COMMON L 2x12..................(10)12d COMMON J FLOOR FRAMING LEDGER(W/NAILS): 5; .......(3)16d COMMON Z PT 2x6........ PT 2x8................(5)16d COMMON O 577'8 PT 2x10..............(7)16d COMMON Y PT 2x12..............(9)16d COMMON (� —18'6" 33'3"8 5`10` FLOOR FRAMING LEDGER(W/SCREWS): PT 2x6................(3)%4'x 4-%"LONG#14 WOOD SCREWS N PT 2x8................(5)Y/"X 4-%"LONG#14 WOOD SCREWS It O NOTE 8,TYP PT 2x10..............(7)%"X 4-%"LONG#14 WOOD SCREWS W PT 2x12..............(9)%4'X 4-%"LONG#14 WOOD SCREWS �_- O O W N N N N N N N N N N N N N N N N W 4. OVERFRAMING NOTES F- F- F- F- 0 • ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O C.MAX. • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. 4° +/ _ • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d O 2'-0" COMMONS MIN. V B1 • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT Y CONNECTOR. ST-6 "' • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. Q C) • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO a C:) O W RAFTER WHERE APPLICABLE W/(5)10d COMMONS MIN. Z 26' ~ ~ RAFTER SPAN SCHEDULE 0 B1 SPACING LUMBER SIZE 0 ST- 9 4'-6' +/_ 2x6 2x8 2x10 2x12 LO th -- ---- ---- ---- -- - ---- ---- 12 14'-5" 18'-3" 21'-8" 25'-6" 1- a W Z 20 B1 F- 16 12'-6" 15-10" 18'-9" 22'-1" L j (!1 0 p w lai a Z T-6 24" 10'-2" 12'-11" 15'4" 18'-0" j N O 0 F- M O ti Ul p 0 � U1 u M S 12 20 L.L./15 D.L.#2 SYP ti Q F a 0 Z O m Q Q IZ 0 _ w O LL WW � > ON I- ° U I _ + CEILING JOIST SPAN SCHEDULE Z 0 a w H � 0 �` N N 0 T05 826 9 „+/- s'-s•+ O.C. LUMBER SIZE � Zm ° a >. NIww ' mNwr, SPACING ---- ---- -- B1 a w -- ---- ----- --------- - ---- ---- ST-6 2x4 2x6 2x8 2x10 Z F I O Q j m 0. M I.— z W 7 w LUS26 J 12" 11'-10" 18'-8" 24'-7" 26'-0" U) 4 F Z I- z w 0 Z w X 0 I 0 ° - T05 16" 10'-9" 16'-11" 21'-7" 25'-7" m O � w IL I � 0 0 ° w � O Q w U Z Z LUS26 24" 9'-3" 13'-11" 1T-7" 20'-11. Z Z 4 X W O O H 0 - 2 OZ T05 - 7 10 L.L./5 D.L.#2 SYP w w Z Q w - Q J w i - awxFZOPmN - wt7 LUS26 ZW wI1MZoUON • w_ . m 6' 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY C� [q I >- Z Q ° Z - a E3 0 z Q I 0 T05 [� 4' +/. 4'-6 /- BUILDER IN ACCORDANCE WITH FRC R302.12. Z W w° ° a m _Z `� Q F z - a --- -_-- 6. CONVENTIONAL FRAMING NOTES W w Z 0 117 w 0 F w Q m [Hi T05 � SEE"OVERFRAMING NOTES"ON ROOF FRAMING PLAN FOR F 2 >. I Q v w w pzwo w Q w _ SPAN CHARTS AND ADDITIONAL NOTES.SPAN CHARTS MAY BE Z U Q F 0 IX 0 I w w Z USED FOR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN. O 0 w Z 0 Q QF- JI- I OJ M ALL MEMBERS TO BE NO.2 SYP UNLESS NOTED OTHERWISE. n - 3 N a N Q 0(0 I- ? 0 O M S12 • ALL UNSPECIFIED RIDGES ARE CONSIDERED NON J LL. TO5 STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE Z SHEET NO.: SUPPORTING STUDS OR UPLIFT CONNECTORS. = T05V • ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN O ST-4A NOTE 8,TYP FASTEN 2x6 N0.2 SYP COLLAR TIES FROM RAFTER TO RAFTER N SUPPORTED RAFTERS. WHERE APPLICABLE W/MIN(6)10d ROOF FRAMING T05'V • REQUIRED MEMBER CONNECTIONS ARE AS FOLLOWS: PLAN •2x6 SYP RAFTERS @MAX 24" O.C.;SEE CONVENTIONAL RAFTERS O JOB NO.: FRAMING NOTES 2x6 RAFTERS: FASTEN TO TOP PLATE PER'TYPICAL •RAFTER TO LAP TRUSS TOP ^20 T05V WALL SECTION", (6)12d COMMON TOENAILS TO U DF7370 30" RIDGENALLEY/HIP. Q CHORD MIN )R&FASTEN 6" 2x8 RAFTERS: FASTEN TO TOP PLATE PER'TYPICAL 9 SUBDIVISION: TRUSS A (2)ROWS 10d @ 6" ST-7 °.° WALL SECTION",(8)12d COMMON TOENAILS TO Ir O.C.,STAGGERED T05V 2x1D0 RAFTERS/PASTE 0 Selva Marina ( ) N TO PLATE PER TYPICAL Country Club Lane WALL SECTION", 10 12d COMMON TOENAILS TO Q RIDGE/VALLEY/HIP.T05V •2x6 SYP RAFTERS @ MAX 24" U LOT NO.: O.C.;SEE CONVENTIONAL CEILING JOISTS Z FRAMING NOTES 2x JOIST:(3)10d COMMON TOENAILS TO TOP T05V •RAFTER TO LAP TRUSS TOP PLT/RAFTERS, FASTEN TO RAFTER W/(4)10d COMMON } CHORD MIN 30"&FASTEN TO Ur FLOOR PLAN: TRUSS W/(2)ROWS 10d @ 6" O Streit Residence O.C.,STAGGERED 7. ANGLE&LATERAL BRACES MAY BE OMITTED FROM GABLE BRACING -j DETAIL PENDING PORCH SHEATHING IS PROPERLY APPLIED. O 05V ; _ i Z DESIGNED: 8 2x6 x ED RAFTER/OVERHANG;ATTACH TOT TRUSS TOP CHORD W/N 6'LONG PT B(2)R WS Od @ 6"O.0,STAGGERED W DAE/J M L I&E9. (2)2x8 NO.2 SYP BLOCKING BELOW BRG WALL ABOVE, F- REVIEWED: _ 61 ATTACH TO TRUSS W/(4)10d TOE-NAILS EACH END X ST-6 a CL 2x8 N0.2 SYP ROOF FRAMING Q REVISIONS DATE LEDGER;ATTACH PER NOTE 3 x i Q } m 2x6 SYP RAFTERS @ MAX 24" w O.C.;SEE CONVENTIONAL Z> FRAMING NOTES O b-7 7'11„ 4'11" 39'1"8 W N <V 2 )—f L 5778- Q JOB COPY Z DA EX THIS PLAN MUST BE O ST TURAL ENGINEERING ON JOB SITE FOR EACH INSPECTION Q TRUSS ENGINEERING NOTES: y �P • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL z TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING SECOND LEVEL FLOOR & R00F FRAMING ALAN /4�� _ 11011 TO THE TYPICAL WALL SECTION SHEET. w • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING X =fAL w �faa9it4eeM a- Derek B.Murray, P.E. QT ENGINEERING Q P.E. No. 71457 01-20-2017 2XNO.2SYP BLOCKING TOFIT RECOMMENDED QUICK TIE PLACEMENT PROCEDURE QTA HEADER TRUSS OR RAFTER TO �TIGHT BETWEEN TRUSSES, (3)10d -QT CONTINUOUS FROM 2ND (2)MS24/MSTA24 OR TOP PLATE W/ COMMON TOE-NAILS @ EACH 1 . BELOW LACE QT's AT SHEARWALL ENDS AS INDICATED ON THE FRAMING PLAN. QT'S SHOULD LEVEL DBL TOP PLT TOS Et dh HA4,TLOK06, OR H8 UNO END, BLOCKING MAY BE OMITTED ON ROOF FRAMING PLAN AT RAISED HEEL HEIGHTS<9" AVE WASHER LOCATED NEXT TO STUD COLUMN SUCH THAT PLATE WASHER IS OCATED DIRECTLY OVER STUD COLUMN. III II I 2. LACE QT's WITHIN 3" OF BEARING WALL END STUDS. III III) W �� 1 I I 1 ��1 III o TRUSS OR RAFTER TO TOP PLATE W/H HAA, 3. LACE QT's AT MAX 48" O.C. (EXCEPT AS NOTED IN ALTERNATE QUICK-TIE SPACING AT III - - TLOK06, OR H8 UNO ON ROOF FRAMING w UPLIFT FT WALLS" III ll _ _ III N C � MINIMAL U ) LLS:QTA MAXFTO.C. FOR TRUSS T's AT HIGH POINT LOADS PER FIXED LOCATIONS INDICATED ON FRAMING PLAN. II I I 1 EXTERIOR WA @ � [ 4. LACE Q SPANS OF 20 FEET OR LESS.QTA @ MAX 48"O.C. PROPERLY WIND LOAD III C9 SS SPANS GREATEN THEN 20 FEET, U.N.o RATED SOFFIT SHEATHING TO BE CONTINUOUS TO 5. TO ARE ACCEPTABLE ALTERNATIVE TO GARAGE RETURN DETAIL SPECIFIED III FOR TRU TYPICAL TYPICAL TYPICAL o ON PLAN.SEE TABLE 6:QUICK TIE CONNECTORS MATERIAL CONTINUOUS _ BLOCKING, %"BETWEEN TOP OF ON SHEET ST-1 FOR TYPICAL INSTALLATION. @ PERIMETER.SEE WOOD PANEL AND CENTER OF OLDDOWNS ONLY IF #4 OR #5 VERTICAL REINFORCING HAS BEEN INSTALLED IN CURB @ I I ISPACING UNO SPACING UNO SPACING UNO p) TABLE 1:COMPONENT FASTENERS 8" O.C. MAX MIN (2) VERTICAL BARS @EACH RETURN. QTO MUST HAV1111 E MIN 11" 11111 INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.O ON AND CLADDING DESIGN III III PLAN,SEE TABLE 6:QUICK TIE CONNECTORS ON PRESSURES Of`:SHEET EMBEDMENT III I N SHEET ST-1 FOR TYPICAL INSTALLATION ST-1. RAFTER TO TOP TYPICAL QTA @MAX N TRUSS OR III III 48"O.C., MIN(1)PER M STUD SPACING PER TABLE 3:MAXIMUM EXTERIOR PLATE W/HA4,TLOK06, OR H8 AT MINIMAL UPLIFT WALLS III III SHEARWALL ILL WALL STUD SPACING. ROOF BEARING ONLY. UNO ON ROOF FRAMING PLAN ALTERNATE QUICK-TIE SPACING (QTA REQUIRED FOR III SW I SW III WALLS OND BEARING � WALL SECTION AT ROOF ALT. WALL SECTION AT ROOF 1 • ABLE WALLS: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN. WALLS BELOW GABLES STANDARD HEEL CONDITION RAISED HEEL CONDITION O NOT REQUIRE QT. BOTTOM PLATE ANCHORS @MAX 48" O.C. OR PER TABLE 8: III N IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) - III (III > (THIS SECTIO SPECIFIED SHEARWALLS, SHEET ST 1 . 1111 III O 2. RUSS SPANS <20 FT: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN, QT SPACING MAY III III v STUD SPACING PER E EXTENDED TO 8FT O.C., PROVIDED A HA4 IS INSTALLED FROM TOP PLATE TO STUD TABLE 3:MAXIMUM FASTEN BOTTOM PLATE TO GABLE Q EXTERIOR WALL STUD TRUSS W/10d COMMON @ 6"o.c., uNo. T APPROXIMATE MIDSPAN WITH A %2" BOTTOM PLATE ANCHOR AND 2" SQ WASHER AT SPACING. ROOF AND CABLE CONTINUOUS N FLOOR BEARING. ID POINT OF THE BOTTOM PLATE. FROM 2ND LEVEL EXCEPT WHERE FIXED LOCATIONS ARE DBL TOP PLT TO INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.o 3. EXTERIOR WALLS PARALLEL TO TRUSSES: EXC sLAB ON PLAN7,77777,= SHOWN, QT'S MAY BE OMITTED. BOTTOM PLATE ANCHORS @ MAX 48 O.C. OR PER III III WALLS SHEET ST-1 . 1111 ABLE 8. SPECIFIED SHEAR 1111 TYPICAL:BOTTOM PLATE TO RIBBON BOARD W/10d FLOOR TRUSS III I I I 7�_�i 2STUDS TO 1ST ND FLOOR END COMMON @ 6"O.C. - - - - - - - FLOOR HEADER W/ 0 BY OTHERS GABLE FLOOR III -J -- � -I I 1 TRUSS BY OTHERS HEADER TO TOP PLATE 1111 I I 1 (2)MS36/(2)CS18 V CONTINUOUS 2x4 CONNECTION PER HEADER III I 1 I WITH(9)10d EACH � RIBBON BOARD FRAMING NOTE 3 ON ST-1. 2x4 NO.2 SYP DIAGONAL BRACE @ 48" NOTE 3 11 I 1 III END OR QTA Q O.C. DIAGONAL BRACE TO FLOOR75 NOTE 1 &2 III TYPICAL III �- WOOD FLOOR TRUSS BY OTHERS TRUSS OR DBL TOP PLATE W/(3)10d _ Z COMMON TOE-NAILS AT EACH END. I I ISPACIN�� UNO TYPICAL QTA @MAX O 1111 48"O.C.,MIN(1)PER FASTEN GABLE TRUSS TO DBL TOP = III SHEARWALL PLATE W/8d COMMON @ 6"O.C.,UNO I I I I I 111 (QTA REQUIRED FOR 11 I ROOF LOAD U) - - III SW III BEARING WALLS I w } m - WALL SECTION AT FLOOR SECTION AT FLOOR = _ _ _ '� - - 1111 ti " W m Z 0 ° ALT. WALLS I I1 ONLY, PERPENDICULAR FLOOR TRUSS CONDITION PARALLEL FLOOR TRUSS CONDITION - IF REQUIRED QT p III Q7 N ° pw � az (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) SPACING IS GREATER III - ADDITIONAL STUDS ItTti a p I cwi Y p w p (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) THAN OPENING III III REQ. IF QTO,SEE _ WIDTH, PRESERVE mpEa HZUNpwUN0 III TABLE 6:QUICK TIE ti Jap zw � � mJzzO 111 ANCHORS, Qi- ww - amQ � Qpwa NPI AL IFT QT SPACING AND DO I -BOTTOM PLATE ( ST-1 w w a > 0 m w w 0 N N I 0 7 CAB NOT INSTALL QT Z G a w 0 w w J p - p m EACH SIDE OF 11 I ANCHORS @ 24' 1111 a a F w z p GABLE END TRUSS OPENING(U.N.O.ON 11 1) U.C. MAX III � Z O o0 W w � N El PLAN) W QaHQmwFwwE m Z 41F- Njaal- � az6Qw TYPICAL BOTTOM PLATE ANCHOR @ MAX TLOK06 @ 32"O.C. _ _ _ F F ° a ° a ° a < ° 48"O.C. EXCEPT AT SHEAR WALLS. SEE - - _ _ _ _ _ - j Q w z a z wa w ? 0 w o Q Q IY TABLE 8:,SHEET ST-1. (8"EMBED INTO PACING PER - m ED a M w z p 0 Z D w STEMWALL,6"EMBED INTO CONCRETE STUD TABLE 3:MAXIMUM CORNER INSTALLATION � z Q a X w ° p q ° to ILL p Z EXCEPT AT HOLD-DOWNS.SEE TABLE 7: EXTERIOR WALL STUD I I LL1 w w Z w X Q w U 4 m m w z (NOTE:THIS DETAIL IS APPLICABLE FOR BOTH 90°&45°CORNERS) SPACING.ROOF AND TWO STORY STACKED SECOND FLOOR WALL_ SECOND FLOOR Z w w Q W a z o z �' I.-- w z FLOOR BEARING. 2x WOOD S'T'UD WALL 1. (1)QUICK-TIE ALLOWED @ CORNERS OF TYPICAL WALLS W/ I I I I I I OVER HEADER SHEARWALL (2)2xTOP PLATE OVERLAPPING PLATES. I I I I I SHEARWALL z I z Q z D o z w a a W wZ � w � QNwQm � cQi e d - QUICK TIE TO FOUNDATION 2. QUICK-TIE LOCATED IN WALL WHERE THE UPPERMOST TOP P TE OVERLAPS THE LOWER TOP PLATE. TYPICAL UPLIFT AAICHOR INSTALLATION FOR a / /�//�// 3. IF PLATES ARE NOT LAPPED AS SHOWN,INSTALL QUICK-TIE Q - Q z } z - Q D w a � a w Q M a //��� �X/�� a EACH SIDE OF CORNER SECOND FLOOR WALLS AND SHEARWALLS o W Q Q o ° = 0 a • . . /\ \\ \ \// \ \ / ADDITIOANCHORNALS PER O � D� ? 3cvacnQpml- ? nD HEADER FRAMING LL NOTES 1. EACH SILL PLATE SEGMENT SHALL HAVE A MINIMUM OF(2)BOTTOM PLATE ANCHORS. INSTALL NOTE 4 ON ST-1. Z SHEET NO.: ANCHORS WITHIN 12"OF EACH END OF SEGMENT(BUTT JOINTS). TYPICAL HEADER ELEVATION ST-5 2. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR Y2"DIA.THREADED ROD QUICK TIE TOP PLATE F= IN POWERS AC100 TEAL OR GOLD EPDXY ANCHORING,OR SIMPSON Y2"DIA.x 6"LONG TITEN HD INSTALLATION AT GABLE WALL SCREW ANCHOR. SCREW-IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS TYPICAL WALL MUST BE USED IN STEMWALL FOUNDATIONS. NOTE:AT GABLE END WALLS,QUICK TIE REQUIRED ONLY AT 7/8" 1"DIA HOLE EPDXY OVERSPILL ICK TIE CONNECTOR EDGE DISTANCES.MIN 1 3/a"OTHERWISE. / DIA HOLE �/"DIA HOLE /e DIA HOLE SECTION 3. SEE TABLE 6 FOR MINIMUM QUICK FIXED LOCATIONS INDICATED ON PLAN.SEE"ALTERNATE CENTERED 3/g'HEX NUT CE TERED 3/e"HEX NUT CENTERED %"HEX NUT CENTERED 5/e"HEX N�T $'QUICK TIE QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS"THIS SHEET. I TOP PLATE 2"x 2"x%"STEEL WASHER IN OP PLATE 2 Y4"x 2 Y4"x Ys'STEEL IN TOP PLATE 3"x 3"x 3/s'STEEL IN TOP PLATE 3"x 3"x 3/6"STEEL P.T.2x BOTTOM PLATE O WASHER WASHER WASHER JOB NO.: WALL SECTION AT FOUNDATION (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE (2)�x TOP PLATE M MIN EDGE DISTANCE Q DF7370 (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) LOAD BEARING WALL � SUBDIVISION: INTERIOR LOAD BEARING WALL EXTERIOR 13/"DiA EXTERIOR EDGE PLAN VIEW WASHER WASHER OF CONCRETE o Selva Marina AL WALL SECTIONS PLAN VIEW PLAN VIEW PLAN VIEW PLAN VIEW 5 3 Country Club Lane TYPIC (5)1Od TO 3/g' HEX NUT 3/" HEX NUT %" HEX NUT w/13/"DIA /a" HEXRVUT w/1/a"DIA TOP PLATE 7/o" �/a'DIA HOLE �/a"HOLE WASHER 1"DIA HOLE ! WASHER 8'QUICK TIE Q SIA HOLE EPDXY OVERSPILL CENTERED 2"x 2"x Y"STEEL WASHER CENTERED 2 Y4"x 2 Y4"x V'STEEL CENTERED 3"x 3"x 3/s'STEEL CENTERED 3"x 3"x 3/s'STEEL LOT NO.: LS18 STRAP IN OP PLATE IN TOP PLATE WASHER IN TOP PLATE WASHER IN TOP PLATE WASHER 2"DIA HOLE IN P.T.2x BOTTOM PLATE Z - - fff (2)2x TOP PLATE // (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE BOTTOM PLATE - FASTEN BOTTOM PLATE TO BEAM(OR (5)10d TO GIRDER)W/10d COMMON @ 6"O.C.,UNO. STUD Vr FLOOR PLAN: WALL SHEATHING TO BOTTOM PLATE,SEE TABLE 2:WOOD STUCTURAL EMBEDMENT O R EXTERIOR g"QUICK TIE v J Streit Residence PANEL SHEATHING REQUIREMETNS ON SHEET STA FOR STEEL SWEDGE WALLS.ALTERNATE STRAPPING METHOD BELOW MAY BE USED IN LIEU OF %8'QUICK TIE %"QUICK TIE 3/"QUICK TIE CA QUICK TIE S (QUICK TIE C QUICK TIE ST QUICK TIE CA QUICK TIE Z DESIGNED. SHEATHING FOR INTERIOR WALLS. STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE AT STEEL SWEDGE CABLE AT STEEL SWEDGE CABLE TO WALL TO BEAM,HEADER,OR FOUNDATION FOUNDATION FOUNDATION FOUNDATION CONCRETE W DAE/JML ALTERNATE STRAPPING METHOD FOR FOUNDATION MIN 2500 psi ELEVATION H REVIEWED. GIRDER TYPICAL WALLS: STUD TO TOP PLATE W/MS24/HA8/TSP @ 32"O.C.,STUD ELEVATION ELEVATION ELEVATION ELEVATION TO BEAM/GIRDER BELOW WITH MS36(OR CS18) Wtl DBM W/(18)10d COMMON @ 32"O.C. 1 QTA(1/8")-TOP PLATE CONNECTION 2 QTB(3/16")-TOP PLATE CONNECTION 3 QTG(1/4")-TOP PLATE CONNECTION 4 QTO 5/16")-TOP PLATE CONNECTION 5 QTA(1/8")-BOTTOM PLATE CONNECTION Q KING STUDS: EACH KING STUD TO TOP PLT WITH MS24 AND TO REVISIONS DAT BEAM/GIRDER BELOW WITH MS36(OR CS18)WITH EPDXY OVERSPILL EPDXY OVERSPILL EPDXY OVERSPILL (18)10d COMMON.' STUD TO TOP PLATE CONNECTION 16"QUICK TIE Y4"QUICK TIE P.T.2x BOTTOM PLATE 5/1s"QUICK TIE P.T.2x BOTTOM PLP.TE FRONT VIEW m SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO EEAWGIRDER 1. THIS DETAIL IS INTENDED TO BE USED FOR STUD TO TOP P.T.2x BOTTOM PLATE SID VIEW FRONT VIEW BELOW WITH(2)MS36(OR CS18)WITH(18)10d COMMON PLATE CONNECTIONS AT THE END OF SHEARWALLS AS MIN EDGE DISTANCE MIN EDGE DISTANCE - - MIN EDGE DISTANCE EACH. TRUSS/STUD ALLIGNED TRUSS/STUD NOT ALIGNED WELL AS AN ALTERNATE STUD TO TOP PLATE M LU NOTES: CONNECTION WHEN QTA IS NOT FEASIBLE OR AS AN N CL CL W WOOD FLOOR 1. WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE CS18 EXCLUSIVELY. ALTERNATE TO THE SPH4/6. Z 2. CONNECTIONS LISTED ABOVE ARE TYPICAL FOR SECOND FLOOR EXTERIOR EDGE EXTERIOR EDGE PLAN VIEW 0° > EXTERIOR EDGE PLAN VIEW TRUSSES BY WALLS ABOVE WINDOW AND DOOR OPENINGS(HEADERS). 2. WHEN UTILIZING THIS DETAIL,ALL TRUSS TO TOP PLATE F CONCRETE OF CONCRETE PLAN VIEW OF CONCRETE OTHERS 3. EXCEPTION:SIDEWALLS REQUIRE STRAPPING AT(1)KING STUD CONNECTIONS MUST BE INSTALLED ON THE SAME FACE EACH SIDE OF OPENING. AS THE LS18. 5/s'QUICK TIE W 3-'QUICK TIE Ya"QUICK TIE 3 I EPDXY OVERSPILL 2U' Q SECOND FLOOR TO BEAM OR HEADER CONNECTION 16 EPDXY OVERSPILL EPDXY .T.2xBOVERSPILL /4 DIA HOLE IN P.T.2x BOTTOM PLATE ° °°°° Z �„ 9/s'DIA HOLE IN BOTTOM PLATE 1-1/2" 1-112" DIA HOLE IN P.T.2x BOTTOM PLATE P.T.2x BOTTOM PLATE ° ° fn BOTTOM PLA E BOTTOM PLATE r OR OR t " GREATER t GREATER Q TYPICAL WALL SECTION NOTES: �- _ 1. ALL TOP PLATES ARE TO BE BUILT WITH(2)2x NO.2 SYP FASTENED W/(2)ROWS 10d @ 8"O.C.STAGGERED Z" EMBEDMENT Y2'QUICK TIE ST QUICK TIE ST C L ENGINEERING W/MINIMUM 20 10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. a QUICK TIE EMBEDMENT STEEL SWEDGE v - EMBEDMENT (UNO). MINIMUM 48 LAP ( ) STEEL SWEDGE STEEL SWEDGE a ~ 2. 1 ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. v V 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES,TYPICAL. CONCRETE TLOK06 TLOK06 LOK06 3 4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS TQ ,� `• ` ti 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOWSILL BLOCK CONCRETE CONCRETE FOUNDATION FOUNDATION MIN 2500 psi r - FOUNDATION a 4 � MIN 2500 psi ELEVATION MIN 2500 psi ELEVATION TLOK06 TRUSS TO DOUBLE T ELEVATION 7 QTG 114" -BOTTOM PLATE CONNECTION 8 QTO(5/16")-BOTTOM PLATE CONNECTION TOP PLATE CONNECTION ; QTB(3/16")-BOTTOM PLATE CONNECTION ( ) yC, QUICK TIE CONNECTION DETAILS JOB COPY �� ® r ;=C. THIS PLAN MUST BE a ON J O Q DerekP.E. o.71457 E N G 01-20-2017 t (1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT ROOF DECK APPROXIMATE 45°ANGLE TO NO LESS ThAN(3)TRUSSES. II II II II TRUSSES PARALLEL TO WALL: ROOF TRUSS CONTINUOUS LATERAL RESTRAINT 2x4 SPF(MIN) NAILER FASTENED OR AFTER (CFR). QUANTITY AND LOCATION R TO DBL TOP PLT W/10d @ 3"O.C. DEFINED BY TRUSS SHOP DRAWING. 2x4 SPF(MIN) TRUSSES PERPENDICULAR TO WALL: BLOCKING 2x4 SPF(MIN)BLOCKING BETWEEN EACH BETWEEN EACH TRUSS.FASTEN TRUSS. FASTEN TO RAFTER PER PLAN TO DBL TOP PLT W10d @ 4"O.C. BEAM w/10d @ 4"O.C. APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE SIDE OF WEBS MADE OF MORE THAN ONE PIECE, p TRUSS TO BEAM W/ DO SO WITH OVERLAPPING BRACES p T_ c 3/"OR THICKER CDX HA4 OR TLOK06 LIKE THIS(TYP EVERYWHERE 04 OR OSB FASTENED TO TRUSSES, RAFTERS 04 CEILING JOIST PER 36"LONG SPF SCAB W/(20)10d TO 2x WALL FRAMING OR BLOCKING W/8d 000 CORNER STUD ONLY WHEN HOLD COMMONS @ 3"EDGE, PORCH BEAM 4 PLAN DOWNS ARE SPECIFIED ON PLAN. 12"FIELD. 0 •PORCH BEAM,SEE PLAN ; ; 2x-SPF CORNER STUDS WOOD STRUCTURAL PORCH BEAM TO POST: TRUSSES NEEDING BRACING FOR SPECIFICATION ; ; 4"OSB OR PLYWOOD SHEATHING P10ST TO SLAB: N •DRILL BETWEEN PLIES OF ; BEARING PLATE ALTERNATE CORNER DETAIL ABU POST BASE ANCHOR N BEAM TOALLOWQTB TO BE ; ; OR DTT2Z LATERAL BRACIIG - MULTIPLE TRUSSES m CONTINUOUS ; i (UNLESS NOTED OTHERWISE) 1. ALL RESTRAINT LUMBW SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). J TYPICAL PORCH SHEATHING DETAIL 2. SHOULD SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY LL � I THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. UNLESS NOTED OTHERWISE. 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS J NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. J_ I � 4. ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO). I I I I 5. DESIGNED PER BCSI-133,2007. Z I 8x8 OR LARGER NO.2 SYP PT I I ' HOLLOW COLUMN; DIMS PER I I - ' ARCHITECTURAL PLAN � I � I KING AND JACK STUDS PER ENGINEERING s"Max 6"Max6"Max CONTINUOUS LATERAL RESTRAINT WEB —L BRACE SUBSTITUTE 0 QTB INSTALLED PER �—GARAGE DOOR BUCKIJAMB NAILED WEB MEMBER SPECIFIED ALTERNATE BRACING Iq MANUFACTURER'S ' SPECIFICATIONS I I TO STUDS W/(2)16d COMMON OR I SIZE I CLR T OR L SCAB W ,_..:::.; :;::;:;.:::.:.:. 12d CC NAILS @ 16"O.C. F- I I 2x4 1 ROW 2x4 x ^ I I J 2x4 2 S WEATHER STRIPPING/STOP T-BRACED T WEB W/10d AT 6NO.C .O 2x6 1 ROW24 * (1 )2x6 E I I 2x6 2 ROWS 2x6 (2)2x4" GARAGE DOOR 2x8 1 ROW 2x6 (1)2x8 O ------ ------� 2x8 2 ROWS 2x6 (2)2x6" V L-BRACE FASTENED TO Y WEB W/10d AT 6"O.C. SINGLE TRUSS BRACING Q I I I 2x6 SYP GOAL POST ATTACHED NOTE: 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL Z TO STUDS / 2)ROWS OF 3-y2" ' O( RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE GALV DECK Ci�EWS @ 12"O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR O GOAL POST ATTACHMENT,THE GARAGE SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. f- I � I DOOR SUPPLIER MAY SPf-CtFY A FASTENING WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR j GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK "IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. OPTIONAL COUPLER PE R MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND U) Max =s"Max =6^Max TO EACH FACE OF WEB. GFLID RATED FOR MIN 3200 LB SPECIFICATIONS THROUGH THE GOAL POST. J6" 4DE AS WEB TO BE BRACED. Iq x ° Z I ❑ PERMANENT WEB BRACING I- 0- Wo Q Z 0 rn GARAGE DOOR JAMB DETAIL ° _ El Y ° W D Y2"DRILL&EPDXY -- D Nw 0wI� QZ W/MIN 12"EMBED /\\/ / In O 0 I- z 0 m 0 W o Z a O � � � W oNmF0d ILL o Z ° aWir P � FOLLW - ° � \ \ W W W fA - 0 ZaDo. } wWI.- 0ZW 7%4"MAX 16 MAX W 4 Far, In l 1 W W F \ 3x NO 2 SYP NAILER FASTENED Z 4 F F w 0 a 0 F. a Z W a LL O \ \ TO DOUBLE TOP PLATE W/12d 2x4 NO.2 SYP CATS @ 12"O.C. ❑ Q a -3 / 2x4 N0.2 SYP NAILER TO W Z ° /\\ COMMON @ 3"O.C. AND TO(1) FASTENED TO DOUBLE TOP BOTTOM CHORD OF TRUSS W/ ° W Z a Z a W O x ADJACENT TRUSS W/(1)ROW PLATE W/(4)12d COMMON AND m a ►+� W = 00 w ❑ ° Q W 10d COMMON @ 3"O.C. C7 Q w Z W W Z N 0 Q W OF 12d COMMON @ 3'O.C. TO EACH ADJACENT TRUSS W/ ��//� , • °. " \\� (3)10d COMMON TOE-NAILS. Z Z Q w H O ° Q � w N _ w w mW ° x < WLlQa 0- O TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD Z Z W Q W pw. m Z Z J F Z 6 F W Z f� I >- Za0 - - aEj ° zQI ❑ 7/,s"OSB SHETHINGFASTENED Z z00zMarnwaarn - ZF_ F_ FASTEN TOP PLATE TO EACH FASTEN TOP PLATE TO EACH :n TO NAILER W/8d COMMON @ 3° w W Z _j 2 m W j Q N W Q F U O.C.AND TO DOUBLE TOP PLATE - W - O O w O f- G - OTHER WITH(2)ROWS OF(4)10d OTHER WITH(2)ROWS OF(4)10d COMMON BETWEEN EACH STUD OMMON BETWEEN EACH STUD W/8d COMMON @ 3"O.C. I- SINGLE-STORY HOLLOW COLUMN FASTEN TOP PLATE TO EACH 0111 z 3 N a 1.- Q 0- 1? OTHER WITH(2)ROWS OF(4)10d FRAMING DETAIL '/16"OSB ATTACHED TO STUDS X16"OSB ATTACHED TO STUDS COMMON BETWEEN EACH STUD LL WITH MINIMUM 8d COMMON @ 3" WITH MINIMUM 8d COMMON @ 3" O.C. ON EDGE, 12"O.C. IN FIELD. D.C.ON EDGE, 12"O.C.IN FIELD. 7/6"OSB ATTACHED TO STUDS Z SHEET NO.: WITH MINIMUM 8d COMMON @ O OPTION 1 OPTION 2 - D.C.ON EDGE, 12"O.C.IN FIELD. OPTION 3 ST-6 STRUCTURAL INTERIOR SHEARWALL DETAIL 1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL, FASTEN TRUSS a- DETAILS BOTTOM CHORD TO DOUBLE TOP PLATE WITH 10d AT 4"O.C. 2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE 0 JOB NO.: THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED U D F7370 ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. Q SUBDIVISION: X, Selva Marina � Country Club Lane Q LOT NO.: TOE-NAIL MIN 2x4 NO.2 SYP BLOCKING V BETWEEN RAFTERS W/ Z 4. (3)10d COMMONS EACH END ROOF DECK }- FLOOR PLAN: 214 SYP OUTRIGGER @ 24"O.C. SWB 0 COP TO GABLE END WALL TOP PLATE 0 Streit Residence WWH(1)H2.5T w/(10)8d x 1-2" FASTEN STUD GROUPS TOGETHER W/ • . 2x4 NO.2 SYP BLOCKING BETWEEN (2)ROWS 10d @ 8"O.C.,STAGGERED Z DESIGNED: OUTLOOKERS. FASTEN EACH B K TO ROOF DECK AND DBL W DAE/J M L FASTEN 2x6 N0.2 SYP TOt WITH 8d COMMON @ 3"O.C. HEADER PER PLAN F— REVIEWED: DIAGONAL BRACE TO W DBM BLOCKING w/(6) 2x41NO.2 SPF GABLE END 10d COMMONS WA L FRAMING NAIL THROUGH '/16"OSB INTO SPF OR a. BETTER FRAMING WITH 8d @ 3"O.C.(TYP Q REVISIONS DATE GES ED E T HATCHEDGES) X 2x6 N0.2 SYP DIAGONAL,BRACE, AQ SEE PLAN WAIL SHEATHING PER PLAN •UP TO 8FT SINGLE 2x6 ONLY DBL CROSS PLATE ABOVE AND BELOW } •UP TO 20 FT,2x6 W/2x6 T-BRACE OPENING TO DBL 2x4 BLOCKING W/(2)CS18 m OR(2)MSTA36(TYP AS SHOWN) Q W FASTEN 2x6 NO.2 SYP'T-BRACE" QTB EACH SIDE OF OPENING OR QTB CAN BE Z TO DIAGONAL BRACE w/10d ( SUBSTITUTED W/(1)MSTA24 FROM SECOND O COMMONS @ 3"O.C. LEVEL DBL TOP PLATE TO KING STUDS,2ND 8'-0"OR AS SHOWN ON PLAN LEVEL STUDS TO 1ST LAVEL STUDS/HEADER w III I BELOW W/(1)MSTA36 OR(1)CS18, 1ST LEVEL 2x4x8'-0"NO.2 SYP LATERAL STUD TO SLAB W/DTT2Z, LTT19 OR LTT20B BRACE @ 48"O.C. FASTENED TO EACH CEILING JOIST w/(3) 10d COMMONfill BOTTOM PLATE ANCHORS AT 24"O.C.(UNO) D xO PER TYPICAL WALL SECTION OR FASTEN STRUCTURAL ENGINEERING FASTEN(1)SIMPSON HGA10 BRACE CONNECTOR DBL TOP PLATE PER PLAN PLATE TO FLOOR DECK W!10d @ 3"O.C. H FROM DIAGONAL BRACE TO TOP PLATE •QTO AT WALL SEGMENT END STUDS OR U QTO CAN BE SUBSTITURED W/(2)MSTA24 ILL. GABLE END WALL FRAMING CONNECTION @ SECOND LEVEL DBL TOP PLATE TO END STUDS,SECOND LEVEL STUDS TO IST A) TOE-NAIL GABLE END STUDS TO TOP PLATE LEVEL STUDS BELOW W/(2)MSTA36 OR(2) w/(3)10d TOE-NAILS CS18, 1ST LEVEL STUDS TO SLAB W/HTT5 2x6 FRAMED EXTERIOR B) STRAP GABLE END STUDS TO TOP PLATE WALL PER PLAN •QTO MAY BE INSTALLED AROUND CORNER , COMMONS 48"0.C. JOB COPY WITH MSTA12 w/(8)10d C @ THIS PLAN MUST BE ° . 0 SM-SPECIAL SHEARWALL DETAIL ON JOB SITE FOR U Z LE ANGLE BRACING DETAIL (W/ HGA10) . SHEATH ONLY ONE FACE OF WALL, LINO wF�GAB • THIS DETAIL MAYBE USED AT 1ST AND 2ND LEVEL WALLS EACH INSPECTION X ��A�t +a l ' _'; aA k , 1) OUTLOOKERS,BLOCKING&CLIPS MAY B ED FROM OVERHANG PORTION OF DETAIL FOR 12"OR LESS OVERHANGS. z Q Derek B. N(urray, P.E. QT ENGINEERING P.E. No.71457 01-20-2017 Q ROOF NOTES 1. SEALED ATTIC W/NON-VENTED ROOF r PER BUILDERS SPECS X 2. ALL OVERHANG DIMENSIONS ARE TO r EDGE OF RAFTER. REFERENCE WALL SECTIONS/DETAILS FOR ALL OVERHANGS z NOT DIMENSIONED Q 3. ALL ROOF PLANES AT LESS THAN 4:12 PITCH REQUIRE (2) LAYERS OF#15 FELT OR#30 FELT Lij SECURED USING CORROSIVE RESISTANT FASTENERS PER FBC R905.2.7 tds 3. ALL ROOF PLANES GREATER THAN 4:12 PITCH REQUIRE (1) LAYER OF#30 FELT SECURED USING CORROSIVE RESISTANT FASTENERS 02016 TRUE DESIGN STUDIOS, INC. true design studios Ly PER FBC R905.2.7 __ - JACKSONVILLE, FLORIDA 32224 W P 904.821.5200 F 904.992.8700 J - - r._— - - - -- -- a =. -- WWW.TRUEDESIGNSTUDIOS.NET --_. 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REVISIONS: F" N - - - - - - _•� - - - 12-21-16 FAW � -JF 01-23-17 DWR 1'-811 8'-10" -� -2'-8" f -- 8'-10 - - -- U) Z O U O LL ROOF PLAN �`- W JOB COPY Z) SCALE: /4" = 1 '-O" THIS PLAN M ci UST BE n ON JOB SITE FOR EACH INSPECTION Q ELECTRICAL LEGEND 0 w SWITCH C! TV OUTLET THREE-WAY SWITCH s ' SPEAKER 3 L FOUR-WAY SWITCH T THERMOSTAT X 4 r $R RHEOSTAT SD SMOKE DETECTOR DUPLEX ��CM CARBON MONOXIDE DETECTOR Z AFCI DUPLEX }- CEILING LIGHT + LLI GFCI DUPLEX RECESSED CEILING LIGHT H ( CT COUNTERTOP DUPLEX RECESSED EYEBALL LIGHT , t SWITCHED DUPLEX WALL HUNG LIGHT101- true design studios LL 220 220 VOLT OUTLET EYEBALL LIGHT _ 4745 SUTTON PARK CT.,SUITE 402 — _z _ JACKSONVILLE, FLORIDA 32224 w QUADRUPLEX !�' LANDSCAPING LIGHT I P 904.821.5200 F 904.992.8700 - f ■ WWW.TRUEDESIGNSTUDIOS.NET J cc - r-- - - - -} - ---� �- - + Q CEILING DUPLEX FLOODLIGHT - " --- --- - - - == = U FLOOR FLOOR DUPLEX VENT JUNCTION VENT AND LIGHT Uj -- - _ — L� PRE-YViltE FOR F DB DOOR BELL I HEAT AND LIGHT - v� Y _. - z I CLGF�NIIN/LIGHT — I - - - - -- -- --- - - -- - - - - - - - Q w ti P BOUNDARY SURVEY OFX o LOT 2 & LOT 22 BLOCK 6 SELVA M14HINA UNIT NO 6 z 9 z O AS RECORDED IN YAP BOOK 27 & 351 � 51A - 51B� 6 6A � z OF THE PUBLIC RE ORDS OF NASSAU C 0 Uhl L Y, FLORIDA . a true design studios L 4745 SUTTON PARK CT.,SUITE 402 JACKSONVILLE, FLORIDA 32224 W P 904.821.5200 F 904.992.8700 J WWW.TRUEDESIGNSTUDIOS.NET MA SHO VING tds LOT 2 U BLOC 6 0 ► OFIE 188.44 "' N78 D31 ~ ►••► z W LINE OF PROPOSED l0 eQ Ci W SILT FENCING �t 0 LOT 23 LL I� 20.0' BRA BLOCK 6 - `W E 0 L0 � — — N — LL _ W 20.0' — — 97.0' 74.3' - o Q 0 U O O O 24.0' 11 .3' 21 .3' 16.7' 23.7' C o z � o Q r---------i r--------� 0 I Q I 1 1 I I I I I I o� _____________====�z===== ====`===== I 360 Corporate Way C� --- ---- ,� Orange Park, FL 32073 Z_ I 1 I I III 1 11 www.dreamfindershomes.com I I I I III I I I I I I11 I I II I 1 1 I I11 PROPOSED 1. -----J L- ----- ,� I< II FAUX GRASS ;;' ! ry 71 II II III WII II I I W ur----------u II F— (7) O I I _ I I ^IW --------------��------------- II T ��MMM' /// r` J/ L / I U V L � ,T2 �, w 2 U ENTRY at ------ - - - -- --- i o U O LOT 1 CN 0.6' FFE 1 .7' FFE ----- ; ; -- - --- I I- 20" ABV GRADE ;; 2.0 : ; FFE ; ; t/j W = O BLOCK 6 z (--------II==--------»_)_______ (24" ABS GRADE) 0 O O �// Q II 1 w V 1 I I I I / W I I J I I I I 1 I I I I I I I •i-..,• .._ i .. '.:... .. ------------- --------------- -------------- 0 ------------- J � U J L 0 I I II `^ PROPOSED II c- 00 CONC DRIVE` I I _ — S TREIT RESIDENCE 24.7 ;:�; : 2 0.3 14.0' 30. `7 3 ' �� - COUNTRY CLUB LANE N LOT2 & LOT 23 � :.-..•--..::.::°�:= BLOCK 6 30.0' R B L D UVAL cfl COUNTY/FL w o OQ I I � - "'- ,•' - CN PROJECT NOcn . 40 2 0.0 1 � - . - 9 7.0' - - F 2016.1033 � I U 17 DATE: N I o I 08-29-16 til 0 00 0 I 0 DRAWN: O I R 0 - KM \p o V H I I , A C KD: Z I • Q - WR I I Q Z J o - 0 m I m I REVISIO NS: v - M o - I 1 I U I I 12-21-16 FAW 2 o n 0 ci L 01-2317 DWR - on - f� r rr r 1 03-13-17 KLH (n - � RECEIVED o � z SS 4 2 3 02 1 52. L- W 78 5 - 03-28-17 DWR O PROPOSED MAR 3 0 2017 U LOCATION OF (70 UNM Y CLUB LANE PORTABLE TOILET O Building Department LL (60.-FOOTRIGHT-OF-WAY) City of Atlantic Beach, FL 0 ARCHITECTURAL SITE PLAN A01 0 D U) SCALE: 1 " = 10'-0" U) W BOUNDARY SURVEY OF P SHO X oz A URA UMT N O 6oEOT 2 & LOT 2J5 13OCU 6 SCU V� 20 W 51 , 51A - 51 [3, 6OqAS RECORDED lN M,� P 0OK 2 � � � 4 PSI SEs S 0� NASSAU(J C (�� T Y, �L ORI D A . true design studios LL O THE PUBLIC R E C O R SUTTON PARK CT.,SUITE 402 JACKSONVILLE, FLORIDA 32224 W P 904.821.5200 F 904.992.8700 J WWW.TRUEDESIGNSTUDIOS.NET Q U W LOT22 w W BLOCK 6 a 3,1�„E igg.44� z MA VI G tds S7g 0 _ c� w w _ J LINE OF PROPOSED I� tCnw SILT FENCING a7 0 ' R� =1 O _ L0T23 n Ir 20.0 BRL --�— E o — BLOCK 6 — . u, C _ `_ W Q ___ — ----- N U 74.3 - — M U) 97.0 2 0.0 _ � z 16.7' - 2 3.7' CO Z 24.0' 11 .3' 21 .3' o I LL L D r----- -- r.-------- O v/ 360 Corporate Way (} II ----------------- - _ I ❑ I ; 11 Orange Park, FL 32073 I_-.— --------J --------J ;11 I '� www.dreamfindershomes.com T II 7 L ..L. 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A010 ARCHITECTURAL SITE PLAN ST-2 STRUCTURAL FOUNDATION PLAN AFF ABOVE FINISHED FLOOR SHWR SHOWER CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCL MAX BLDG 00 DOOR NUMBER MARK AHU AIR HANDLER UNIT TB TOWEL BAR HGT OF 35' X A000 -' A100 ARCHITECTURAL FOUNDATION PLAN ST-3 1ST LEVEL STRUCT FRAMING PLAN BLK BLOCK TPH TOILET PAPER HOLDER ZONING CLASSIFICATION: WIND ZONE:130 MPHAo `--sHEETNO. A110 1st LEVEL FLOOR PLAN ST-3 1ST LEVEL FLR& ROOF FRAMING PLAN CABS CABINETS T&S TUB and SHOWER FL BUILDING CODE - RESIDENTIAL: 2014 FL BUILDING CODE - FUEL GAS: 2014 STREIT RESIDENCE BUILDING SECTION A120 2nd LEVEL FLOOR PLAN ST-4 2ND LEVEL STRUCT FRAMING PLAN CLG CEILING TEMP TEMPERED A WINDOW MARK CHR CHAIR RAIL TR TRANSOM FL BUILDING CODE - PLUMBING: 2014 NATIONAL ELECTRIC CODE: 2011 A160 ROOF PLAN ST-4 2ND LEVEL ROOF FRAMING PLAN COFF COFFERED VOL VOLUME FL BUILDING CODE - MECHANICAL: 2014 FL FIRE PREVENTION CODE: 2014 COUNTRY CLUB LANE A200 BUILDING ELEVATIONS- FRONT/RIGHT ST-5 STRUCTURAL WALL SECTIONS COL COLUMN WC WATER CLOSET OCCUPANCY CLASSIFICATION:RESIDEN TIAL CONSTRUCTION TYPE:VB LOT2 & LOT 23, BLOCK 6 SECTION No. VERTICAL ELEVATION MARK A201 BUILDING ELEVATIONS- REAR/LEFT ST-6 STRUCTURAL DETAILS COND CONDENSER WD WOOD SPRINKLED: NO FIRE DISTRICT: NO A400 ARCHITECTURAL WALL SECTIONS ST-7 STRUCTURAL DETAILS CRN CROWN MOULDING WH WATER HEATER DESIGN CRITERIA: APPROX. HEIGHT AEG: 33'-911/16" MEAN ROOF HEIGHT AFF: 26-2 5/16" OLIVAE COUNTY/FL1— - - - A401 ARCHITECTURAL WALL SECTIONS CVAC CENTRAL VACUUM SYSTEM WNCT WAINSCOT A500 ARCHITECTURAL DETAILS DBL DOUBLE WS WATER SOFTENER BUILDING AREA: O - SHEET No. DIAG DIAGONAL WASH WASHER 1st FLOOR: 2,318 OCCUPANT LOAD:N.A. MIN EXITS:N.A. MAX DIST:N.A. PROJECT No: N DETAIUVVALL SECTION NORTH ARROW DR DOOR DRY 2nd FLOOR: 1,245 OCCUPANT LOAD:N.A. MIN EXITS:N.A. MAX DIST:NA2016.1033 DRYERTOTAL LIVING: 3,563 OCCUPANT LOAD:N.A. MIN EXTS:N.A. MAX DIST:N.A. D-ATENZ DW DISHWASHER 08-29-16 (.6YEBROW GARAGE: 684LOTAREA DRAM C) SECTION NO. FL FLOOR LINE (MAT. CHANGE) ENTRY: 245 GROSSAREA PUD COMPLIANT CHKD. RKM ZFLR FLOOR COVERED PORCH: 620 DWR AELECTRICAL MECHANICAL FP FIREPLACE O Oft No SHEET No. E100 1st LEVEL ELECTRICAL PLAN FXD FIXED TOTAL NON-LIVING: 1,549 REVISIONS: E101 2nd LEVEL ELECTRICAL PLAN FXT FIXTURE TOTAL UNDER ROOF: 5,112 U GLS GLASS 12-21-16 FAW D HB HOSE BIB F_ KS KNEE SPACE 01-23-17 DWR N LAV LAVATORY z LT LAUNDRY TUB BUILDING VOLUME: Z MRBL MARBLE 1 st FLOOR: 23,180 0MC MEDICINE CABINET 2nd FLOOR: 11,205MIR MIRROR TOTAL LIVING: 34,385MTL METAL OB COPY PLUMBING OVERHEADOH O OPNG OPENING THIS PLAN MUST BEILL OPT OPTIONAL R&S CLOTHES ROD and SHELF ON JOB SITE FOR REF REFRIGERATOR o DREAM FINDERS HOMES tds SD SOAP DISH I EACH INSPECTION AOOO D SDLTS SIDE LIGHTS, i < / (n _ I Q w MAP SHOWING BOUNDARY SURVEY OF X 4 LOS 2 5 205 2 ,3 BLOCK C SELVA MARINA UNIT EO C z 9 0 2 2 5 34 , PSICES 51951 51B, C CA �IS REc__, ORDED IN MSI B00%� z 0E THE PUBLIC RECORDS OF NASSAU C 0 UN T Y, FLORIDA . � � true design studios LL 4745 SUTTON PARK CT.,SUITE 402 JACKSONVILLE, FLORIDA 32224 W P 904.821.5200 F 904.992.8700 J WWW.TRUEDESIGNSTUDIOS.NET Q LOT 22 _------------ -- __ _ — --- BLOCK 6 --- w 188.44 ------ ---- 78°03' ►'E 10 _ ~ N ---- v� - -- z - o U - LL --- — o � --- LOT 230= y � o BLOCK 6 o LO W -, - _ - - - --- --- -- -- -- 4� - ----- --- - X11 cn , - r 7 S � 1 r — - -- - -— - __ L:. -_ � I 360 Corporate Way (D - Orange Park, FL 32073 z - - - - ---- - - - - ---- --- -ii ✓ �.�.2a - ! www.dreamfindershomes.com pi Q PROPOSED FAUX GRASS - - _ - - - ]F M w LL f ' Uj All I I ' O Uj 41 ---------- ----------- 7 ----- ---- _I l _ �l W I , �� Q r �.7 --- _ - LOT 2W - o ENTRY a t -- - ,T ----- BLOCK6 --- o I z = 0 ' I LOT 1 0.6 FFE j 1 .7 FE W 2.0 FFE Z T� '�, ,, (20 ABV GRADE) I 02 BLOCK 6 - ____ _ - 4 AD - -- r - - ---- -- .J - -- L- - - -- ---- --- (2 E) _ r- ch m r— W ---- ---- - -- ---- -- - -I- � ►� PROPOSED CONC DRIVE i r -rE _ T S REIT RESIDENCE i N - - --- -- - 7 - --- - 01 - - - - COUNTRY CLUB LANE MLOT2 & LOT 23, BLOCK 6 30.0' BRL DUVAL COUNTY/FL o N PROJECT NO: 1 2016.1033 114n'e - - -------- - -- - - - --- - - -- -- _ �`- - _ - f - -- ---- -- - -- - - - -- - - -- --- - - - - - - - - DATE: N - 08-29-16 ap DRAWN: RKM 0 o ('� CHKD: DWR O •�� N-4 REVISIONS: 12-21-16 FAW m � � L6 PROPOSED PROPOSED ! of�G� 01-23-17 DWR I-- ' PAVER APRONPAVER APRON S83 04022 W 152. 78 JOB COPY C OTR Y CL UB LANE C) THIS PLAN MUST BE o ON JOB SITE FOR LL EACH INSPECTION(60-FOOTRIGHT-OF- WAY) w ARCHITECTURAL SITE PLAN Z) SCALE: 1 " = 10'-0" Q 0 w ti X Z O _97, 7-2 w 24'-0" 11'4" -- - -- - 21'-4" ------- ___- - 16'-8" 23'-10" a. r t ue design studios ILL _____ 1 -- - - - - --- - - - -- ----- ---- ------- - - - - - --- -- - - - - - - -� — -- – - -- 4745 SUTTON PARK CT.,SUITE 402 _ )2016 TRUE DESIGN STUDIOS INC. 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Q SHALL BE 98 1/2" HIGH ENGINEERING DRAWINGS • PER FBC R302.12 IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USEABLE SPACE BOTH PER FBC R-312.1.2 OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30"ABOVE SQ. FT. - - -- FOR AL SEXTERIOR PECIES, SIZESALL STUD ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFT STOPS FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED W SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED VERTICALLY FROM THE NOSING OF THE TREADS. 1ST FLOOR 2318 AND SPACING. 1,000 SQUARE FEET. DRAFT STOPPING SHALL DIVIDE THE CONCEALED SPACE INTO - APPROXIMATELY EQUAL AREAS AND INSTALLED PER FBC R302.12& R302.12.1 • PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR 2ND FLOOR 865AREAS, BALCONIES AND SHALL HAVE INTERMEDIATE RAILS OR - - -- TOTAL LIVING 3183 - - CLOSURES wH CH DO OTOALLOW PASSAGE OF A SPHERE 4 OR ORE N ORNAMENTDIAMETER. AL NOTE TO CONTRAC INSTALL ALL HOUSEWRAP, - - - - X TOR: WINDOW AND DOOR FLASHING, GARAGE 684 TAPING AND SEALANTS PER MFR WRITTEN INSTRUCTIONSZ COVERED PORCH 588 -- -- 97'-0" O ENTRY 245 �` --- --- -- - -- -- --- LLJ 24'-0" - - - �� - - --- - -- --- --- - 21-4" - - - - ---- ------- ---- - -- - 16'-8" - - - - - - 231-81f- - - ,� - BALCONY 32 __- -- -_ -_ TOTAL NON-LIVING 1549 " " Z 12-0 9-4 2-10 11 -0 2-10 11 -8 12-0 2'-6" 3'-9" 3'-9" 2'-0" 3'-7" 2'-8" 3'-1" 3'_0" 9'oo _0" d. -_ - ' --- TOTAL UNDER ROOF 4732 - ---- -- - 28/60 SH 28/60S H - - - - - - - - - true design studios LL 8''0" H. 8'-Q" H.H. _ 4745 SUTTON P RK CT.,SUITE 402 JACKSONVILLE, FLORIDA 32224 - 20/20 FXD 20/20 FXD 20/20 FXD LLI I - - --- - -- - } --- - - -- 8'-0" - o o o a WWWTRUEDESIGNSTUD OS NET J " H.H. 8� 0" H.H. 8� 0 H.H. � � . 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NUMBER OF COURSES VARIES ( ) VARIES(RE: 12 at 24" O.C. ~ N � _- _ � :� I ��' (RE: STRUCTURAL) 0 1 s ELEVATION) 2nd LEVEL BRG 20'-7.. x M ALUMINUM DRIP _ - J 1TREATED AND DEBRIS Z OVER 5/4x6 DECK r � VARIES FREE SOIL FILL TO FOUNDATION/FOOTING EXTEND HOUSEWRAP FOUND BOARD RIPPED t; � - IN 1/2 %2" SAG RESISTANT or (RE: STRUCTURAL) � W TOP OF SHTHG ,� �. 2x BLOCKING at 24 O.C. on _J 5/8" GYP BIRD at CLG v wl - (2) 2x TOP PLATE 0 1x6 V JOINT PINE i w w�— PRIMED, T&G I ` , --- INSULATION PER CODE 5 PARTIAL RECESSED SHOWER DETAIL O ALUMINUM DRIP X "� 1 st LEVEL BRG 10'-1 1/8" I " _ c 2x KDAT PRIMED INE A400 ©2016 TRUE DESIGN STUDIOS INC. SCALE: 1 1 -0 c) OVER 1x2 DRIP LO EDGE OVER 1x8 FJ 5/4x6 SYNTHETIC TRIM 2 DAR OVER 2x6 A401 CE � ,, %2" TYPE SAG RESISTANT 4 W - or 5/ GYP BIRD D at CLG A401 8 J NOW VENTED HARDIE (2) 2x TOP PLATE 2x PT PLATE OVER ADHESIVE SOFFIT INSTALLED I SEALANT (RE: STRUCTURAL) PER MFR WRITTEN INSULATION PER CODE _ / T&G PLYWD SUBFLOORING - Z SPECIFICATIONS INSTALLED PER MFR WRITTEN I i SHTHG OVER 2x STUDS 1 -- SPECS OVER PRE-ENG WOOD 5/4x4 SYNTHETIC TRIM r— (RE: STRUCTURA ) FLOOR SYSTEM PER APA FORM 2 NO. E30U (RE: STRUCTURAL) , A401 INSULATION PER BODE , �I 411, 5 OR 6 360 Corporate Way (� 2nd LEVEL FFE 11 -5 7/8 (VARIES/ RE: A100) Orange Park, FL 32073 Z_ FIBERCEMENT LA SIDING _- ' -_ - - VERTICAL REINFORCING www.dreamfindershomes.com (RE: STRUCTURAL) Q OVER APPROVED HOUSEWRAP ry .; INSTALLED PER IV ANUF WRITTEN /� X N CUT CMU PIER TO WRAP SPECIFICATIONS ' - CMU STEMWALL W - ' RE: STRUCTURAL) 1st LEVEL BRG 10'-1 1/8" ( W NOTE: APPLY SEALANT AT ALL - - F_ EXTERIOR MATERIAL JOINTS IN - W x - ACCORDANCE WITH ASTM C 834 - _ %2" SAG RESISTANT or J AND ASTM C 119 LINE OF CMU FOOTING Q 5/8" GYP BIRD at CLG W y BELOW (RE: STRUCTURAL) w0 (2) 2x TOP PLATE U O NOTE: APPLY SEALANT AT ALL �' / ;" INSULATION PER CODE W _ D Z EXTERIOR MATERIAL JOINTS IN ! , 2 O ACCORDANCE WITH ASTM C 834 4 PORCH/CMU CORNER DETAIL U) O 0 AND ASTM C 1193 ' I A400 SCALE: 1" = 1'-0" W -- - --- — --- A401 ✓ 02016 TRUE DESIGN STUDIOS IN U FIBERCEMENT LAP SIDING I ', 4 FIBERCEMENT P SIDING OVER APPROVED HOUSEWRAP A401 OVER APPROVE HOUSEWRAP 4 INSTALLED PER ANUF WRITTEN / INSTALLED PER MANUF WRITTEN / -mm INS A401 SPECIFICATIONS SPECIFICATIONS I - I SHTHG OVER 2x co STUDS SHTHG OVER 2x STUDS RE: STRUCTURAL) (RE: STRUCTURAL) HOLD EXT SHTHG %8' ABV ` "' STREIT RESIDENCE HOLD EXT SHTHG %$" ABV 2x PT SET BACK 1/2" FROM T.O.B. 2x PT SET BACK 1/2" FROM T.O.B. EDGE, OVER FOAM SILL SEAL STA _ EDGE, OVER FOAM SILL SEAL STARTER STRIP COUNTRY CLUB LANE ,�� (RE: STRUCTURAL) ' = 1%2" WIDE x%4" DEEP Lo & LOT 23, BLOCK 6 STARTER STRIP (RE: STRUCTURAL) 1 1/2" FORMED DRIP EDGE DUVAL COUNTY/FL co 11 MAIN FFE 0'-0" — — MAIN FFE 0-0 0 PROJECT NO: 2016.1033 N �_ - i DATE: • -- j - - - - - 08-29-16 00 - --- COATING - -- DRAWN: p LOXON MASONRY -- -- _ LOXON MASONRY COATING � I � - I _ INSTALL VAPOR BARRIER - - z RKM --- - - -- - CHKD: Z OVER STUCCO PARGE COAT - - i OVER STUCCO ARGE COAT �, �� � � � DWR INSTALL VAPOR BARRIER of O o� N - IN ACCORDANCE WITH _I - I— CNI , ' � IN ACCORDANCE WITH � I � _ � - � 3-98 � i � � REVISIONS. ASTM E 1643-98 ASTM E 164 GRADE (SLP AWAY FROM 8 CMU FOUNDATION -. 12-21-16 FAW 0 GRADE (SLP AWAY FROM - � - � - STRUC TURE/TY ALL SIDES) " STRUCTURE/TYP ALL SIDES v f—_ 8" CMU FOUNDATION - - - - �_ � 01-23-17 DWR � NUMBER OF COURSES VARIES - _ _ n Ill _ - _ - J NUMBER OF COURSES VARIES _ _ RE. STRUCTURAL) (RE- STRUCTURAL) - - JOB COPY U r TREATED AND DEBRIS x EA TREATED AND DEBRIS FREE SOIL FILL THIS PLAN MUST BE -- FOUNDATION/FC OTING VARIES IL FILL FOU N FREE SO _ O VARIES _ FOUNDATION/FOOTING • • (RE. STRUCTURAL) ON STRUCTURAL) - � �- Olrl JOB SITE FOR v_ EACH INSPECTION 't o - TORY WALL SECTION 3 PORCH EDGE DETAIL A400 1 TYPICAL ONE-STORY WALL SECTION 2 TYPICAL TWOS , „ SCALE: 1" = 1'-0" U)A400 02016 TRUE DESIGN STUDIOS INC. SCALE: 1" = 1'-0" A400 02016 RUE DESIGN STUDIOS INC. SCALE: 1 = l'-O" A400 02016 TRUE DESIGN STUDIOS INC. — Q 0 LU ti r X CONTINUOUS STARTER STRIP OVER FLASHING Z INSTALLED PER MANUF O WRITTEN SPECS - 0 w W U _ Z i Q Z � Q 1 U ; SILL SEAL tds true design studios Z 4745 SUTTON PARK CT.,SUITE 402 LL JACKSONVILLE, FLORIDA 32224 Ll.I P 904.821.5200 F 904.992.8700 J HEMMED EDGE SET IN MTL DRIP FLASHING W/ 1/2�� WWW.TRUEDESIGNSTUDIOS.NET Q CONT BED OF SEALANT 0 LOW PROFILE STANDING SEAM _ _ _ _ _ 5 _ U) CONCEALED FASTENER METAL '� _8" ROOFING INSTALLED PER MFR 7 SILL PLATE Q SPECS OVER RADIANT BARRIER WD SHTHG OVER PRE-ENG WD A401 ©2013 TRUE DESIGN STUDIOS INC. SCALE: 1 Y2" - 1'-0" z TRUSSES (RE: STRUCTURAL) g U) EXTEND HOUSEWRAP TO LOW PROFILE STANDING SEAM W 12 CONCEALED FASTENER METAL " 3 TOP OF SHTHG INSTALL FLASHING PER ROOFING INSTALLED PER MFR U_ 1,_$„ 2x6 SMOOTH PRIMED MFR SPECS SPECS OVER RADIANT BARRIER FIBFRCEMENT LAP SIDING — — KDAT PRIMED PAINTED 21 -7 BONUS BRG OVER APPROVED HOUSEWRA� WD SHTHG OVER PRE-ENG WD INSTALLED PER MANUF C RAFTER TAILi I WRITTEN SPECIFICATIONS C) TRUSSES (RE: STRUCTURAL) LO at 24 O.C. EXTEND HOUSEWRAP J OVER NAILING FLANGE EXTEND HOUSEWRAP TO �' %2" TYPE SAG RESTS PANT TOP OF SHTHG � w �" �� . W _ - MTL DRIP FLASHING W/ - ~ ALUMINUM DRIP OVER or 5/g" GYP BRD at CL 12 HEMMED EDGE SET IN CONT J J w ^ 5 - I �3 2X6 SMOOTH PRIMED BED OF SEALANT Q m " /x6 DECK BOARD KDAT PRIMED PAINTED -, 1 , 10'-1 1/8" 1st LEVEL BRG `" mj- HEADER V RIPPED IN 1/2 (2) 2X6 TOP PLATE �� 1x2 SYNTHETIC TRIM(SLP TOP) —�� (RE: STRUCTURAL) RAFTER TAIL " RIGID NON-VENTED SOFFIT "' (RE: STRUCTURAL) e 5/ax4 SYNTHETIC TRIM J at 24" O.C. at PORCH CLG ONLY WITH i ` M l 1x6 V JOINT PINE EXTEND 12"SELF-ADHERING ` Z BATTENS at SEAMS PRIMED T&G MEMBRANE FLASHING OVER 5 � - 2x KDAT�PRIMED PINE WINDOW FLANGE SET IN CONT /4x4 SYNTHETIC TRIM _ 5/ I TRIM ALUMINUM DRIP OVER BED OF SEALANT 5/4x10 SYNTHETIC TRIM = x6 SYNTHET C 2x2 SYNTHETIC TRIM 5/4x6 DECK BOARD MTL DRIP FLASHING w/ � 0 RIPPED IN 1/2 HEMMED EDGE SFT IN CONT 1 /4x8 SYNTHETIC TRIM /4X8 SYNTHETIC TRIM BED OF SEALANT 5 5 I I I 360 Corporate Wa (CUT TO FIT) - BEAM RE. STRUCTURAL - - 1x6 V JOINT PINE P Y (D z ( ) PRIMED, T&G Orange Park, FL 32073 Z_ 0 8"x8" FINISH COLUMN W/ HARDIE www.dreamfindershomes.com NOTE: APPLY SEALANT AT ALL - _ <t ' TRIM-VW-,Q f QORATIVE CAP & � EXTERIOR MATERIAL JOINTS IN BASE (PER OWNERS SPEC) (3) 2x8 HAND HEWN 6 WINDOW HEAD ACCORDANCE WITH ASTM C 834 ! I, CEDAR BEAM (TYP) A401 ©2013 TRUE DESIGN STUDIOS INC. SCALE: 1Y2" AND ASTM C 1193 !' W W 8"x8" FINISH COLUMN W/ HARDIE _ 1 ENTRY PORCH SECTION TRIM W/ DECORATIVE CAP & OVERFIBERETLAPSIDING OVER APPROVED HOUSEWRAP W BASE (PER OWNERS SPEC) INSTALLED PER MANUF —� A401 ©2016 TRUE_ DESIGN STUDIOS INC. SCALE: 1" = 1'-0" WRITTENECIFICATIONs — W Q CONTINUOEAD OF— k _ LU SEALANT S at PERIMETER 0 O 5/ ax4 SYNTHETIC TRIM LLJ z O EXTEND HOUSEWRAP _- i W ALUMINUM DRIP OVER WINDOW FLANGE z 42 HANDRAIL PER CODE , O SET IN CONTINUOUS BED a O OVER 1x2 DRIP l F EA — O EDGE OVER 5/4x6 VERIFY STYLE AND CONF o s LANT i W/ BLDRS SPEC) %4"JOINT W/BACKER W DECK BOARD ROD&SEALANT 12_ O L.L i RIPPED IN 1/2 - ' U I 1 2x6 SMOOTH X PRIMED KDAT PRIMED PAINTED RAFTER TAIL at 24" O.C. 5 WINDOW JAMB 5 T&G PLYWD SUBFLOORING j A401 ©2013 TRUE DESIGN STUDIOS INC. 1 _ STREIT RESIDENCE /4x6 SYNTHETIC TRIM SCALE: 1/2 - 1 0 INSTALLED PER MFR WRITTEN II COUNTRY CLUB LANE MTL DRIP FLASHING SPECS OVER PRE-ENG WOOD J/4 SYNTHETIC FLOOR SYSTEM PER APA FORM LOT2 & LOT 23, BLOCK 6 DRIP EDGE NO. E30U (RE: STRUCTURAL.) 5 PROJECTION DUVAL X /4" DECK BOARDS COUNTY/FL cfl 5/4x8 SYNTHETIC TRIM PORCH BRG 10 1 1/8 PER BLDRS SPEC EXTEND HOUSEWRAP i o 11 -5 7/8 2nd LEVEL FFE OVER WINDOW SILL 5/4x2 SYNTHETIC TRIM ! - PROJECT NO: 1 1/4" PER FT N 5/4x6 SYNTHETIC TRIM RIGID NON-VENTED SOFFIT 1 - /4 JOINT W/BACKER � 2016.1033 ROD&SEALANT DATE: N at PORCH CLG ONLY WITH - 08-29-16 ' t Ob I I x ;- j (SLP TOP)1x2 SYNTHETIC TRIM DRAM: C)BATTENS at SEAMS 5/4x6 SYNTHETIC TRIM RKM ell _ - CHKD: z 5/4x4 SYNTHETIC TRIM ���so DWR O 5/4x10 SYNTHETIC TRIM { 2x JOISTS AT BALCONY W/ DECOR END 2 REVISIONS: BEAM (RE: STRUCTURAL) _ _ CUT (RE: STRUCTURAL FOR SIZING) 5 - - U Q 5/4x8 SYNTHETIC TRIM /4x4 SYNTHETIC TRIM 12-21-16 FAW (CUT TO FIT) SET AT SLOPE OF %4" PER FT CONTINUOUS BEAD OF 01-23-17 DWR 1 �� � I ,, �, SEALANT at PERIMETER JOB COPY _- _--_ /2 TYPE SAG RESISTANT NOTE: APPLY SEALANT AT ALL or 5/g" GYP BRD at CLG CONTINOUS MTL DRIP FLASHING WITH 80 FIBERCEMENT LAP SIDING z OVER APPROVED HOUSEWRAP THIS PLAN M UST BE z EXTERIOR MATERIAL JOINTS IN (2) 2x6 TOP PLATE ` , HEMMED EDGE (WRAP at EA JOIST) INSTALLED PER MANUF O O WRITTEN SPECIFICATIONS ACCORDANCE WITH ASTM C 834 (RE: STRUCTURAL) - JOB SITE FOR 0 AND ASTM C 1193 CONTINUOUS BEAD OF SEALANT EACH INSPECT -- - at PERIMETER OF JOIST !ON - ---- INSULATION PER CODE _ � � EXTEND JOIST INTO FLOOR 4 WINDOWSILL D PORCH RAKE SECTION 3 BALCONY WALL SECTION SYSTEM (RE: STRUCTURAL) A401 02012 TRUE DESIGN STUDIOS INC. SCALE: 1%2" = 1'-0" A401 0 2 COVE REw A401 ©2016 TRUE DESIGN STUDIOS INC. SCALE: 1" = 1'-0" A401 ©2016 TRUE DESIGN STUDIOS INC. SCALE: 'i" = 1'-0" U) TYPICAL WINDOW FLASHING EXTERIOR DOOR FLASHING TYPICAL DOOR FLASHING 0 METHOD "A-1" (ASTM E 2112-01) W NOTE: WRAP WRB ALL FLASHING WILL BE SELF ll. INTO OPENING ADHERING AND ROLLED SMOOTH INSTALL "Z" FLASHING OVER 1X ti WINDOW INSTALLATION (METHOD A" & FLAT WITH A J-ROLLER TRIM IF DOOR IS NOT COVERED X WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. WITH OVERHANG OR PORCH FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. 0 HEADER EXTERIOR FINISH Z WRB _ _ WRB O.S.B. a � O _. __ Uj 05 JAMB FLASHING 45 CUT N - - - i ---- - FOAM INSULATION APPROVED HOUSE WRAP HOUSE D I _ I W APPLY CONT. SEAL TO THE MOUNTING WRAP DOWN TO DOOR FRAME SEAL w otds WITH WATERPROOF ~ 00 TAPE w FLANGES AT THE TOP (HEAD) AND � � 'I � I �� � �I, DOOR FRAME PER DOOR ---� I � w Z 847, 1/2 � O _ SIDES (JAMBS) OF WINDOW. EXTEND - i MANUF. WEATHER - - 1 X WOOD TRIM w SEALANT AT JAMBS 8 /2 ABOVE THE 8 CAULK �- 1 �� - STRIPPING PER DOOR MANUF, true design studiosLL R.O. AT HEAD. EMBED JAMB FLASHING ' - DOOR STOP PER DOOR MANUF. w z 4745 SUTTON PARK CT.,SUITE 402 w O JACKSONVILLE, FLORIDA 32224 INTO SEALANT AND FASTEN IN PLACE. SECURE WRB \^, WEATHER STRIPPING PER DOOR J FLASHING GOES OVER SEALANT). AT HEAD ' WWW.TRUEDESIGNSTUD OS NET ( ) MANUF. Q 3 SEAL THE WINDOW FRAME TO — FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. HOLD 1/4" OFF CONCRETE V OPENING. APPLY A %" NOM. DIA. TO THE BACKSIDE 7 HEAD FLASHING WRB WRB CAULK UNDER THRESHOLD WITH w ,• - INTERIOR OF THE WINDOW g,�� �' � � -- �! � NON-HARDENING WATERPROOF F- (INTERIOR) EMBED BOTTOM OF THE HEAD FLASHING TEMPORARILY TAPE UP TOP FLAP FLANGE IN LINE WITH ANY REMOVE BOTTOM MODIFIED I THRESHOLD AND CAULK Q P 6 LY APPLIED SEALANT Z AGAINST THE PREVIOUS WRB FLAP CUT IN WRB WEATHER STRIPPING a - STEP DOWN TO OUTSIDE PRE-PUNCHED HOLES OR S�,Q' (FLASHING GOES OVER SEALANT). EXTEND PER DOOR MANUF. SURFACE SLOTS. HEAD FLASHING BEYOND EACH JAMB W ® \ FLASHING. FASTEN IN PLACE. ® ® - _ WRB � -- � JAMB FLASHING _ -- WRB 3 ;c —`��c -- N TYPCIAL ROOF FLASHING o 8 1/2" , A � -- ` EXTEND JAMB FLASHING TO OVERLAP -� - r c SILL FLASHING. EXTEND JAMB FLASHING �5 j °° p 8 %2" ABOVE ROUGH OPENING AT HEAD. 2 - �. ;� `k--'� TUCK TOP OF JAMB FLASHING UNDER INTERIOR VIEW - K C '� OP LEFT CORNER w_ BAT THE HEAD. SEE II THE FLAP OF WR 9, SEALANT � I � 26 GA. GALVANIZED Z '" W 8 DIAGRAM. OF WINDOW J O FLASHING (WHERE Q 911 fig , EXTERIOR BUILDING PANELS 1 350 T ` SILL FLASHING ! JOIN HORIZONTALY) „� 1 WEATHER RESISTANT BARRIER (WRB) SHIM AND ADJUST WINDOW TO 9 I B Z i AT A 45 DEGREE ANGLE, CAREFULLY CUT ACHIEVE SQUARE, PLUMB, AND y CUT i WRB — WRB THE BARRIER ON A DIAGONAL. GENTLY LEVEL CONDITION. USE CORROSION -- - 26 GA. GALVANIZED 5 X 5 LINE -__ �._ ,.. . ,.._.� __----- -- -�� ' ANGLE FLASHING (WHERE RAISE THE TOP EDGE OF THE BARRIER RESISTANT FASTENERS. FASTEN INSTALL VULKUM AT THRESHOLD PER APPLY JAMB FLASHING TO BOTH SIDES 12 CHIMNEYS AND WALLS MEET UP AND TAPE THE TOP CORNERS AND WINDOWS PER WINDOW MFR. INSTRUCTIONS. OF DOOR FROM DOOR FRAME TO WRB, SEE ROOF 0 CENTER TO THE EXTERIOR WRB MANUFACTURER SPECIFICATIONS INSTALL DOOR, SHIM DOOR TO LEVEL, EXTENDING 8 1/2" ABOVE DOOR ROUGH FIBERGLASS SHINGLES - ELEV ) , PLUMB AND SQUARE DOOR IN OPENING. OPENING. ON 30# FELT OVER O.S.B. (n SURFACE ABOVE. 360 Corporate Wa W/ 1/2" CLIPS �� p Y C� Orange Park, FL 32073 Z 2 2X6 FASCIA6 GA www.dreamfindershomes.com • 5 6 PRE-ENGINEERED es co STEPS: -- - - -- --- WRB - /� x TRUSSES @ 24" O.C. Q RB �-- GALVANIZED 2 1/� SECTION A j L METAL DRIP EDGE INSULATION PER CODE p THROUGH WINDOW JAMB — � VINYL SOFFIT - - - 10" 10" -- - IN WATER SHEDDING FASHION, ® APPLY BEAD OF SEALANT AT 1, — - 1/2" CEILING BOARD or �_ STARTING AT THE BASE OF THE � �.:�= 5/8" SHEETROCK 8 W SIDE JAMBS. EXTEND /2 - DBL 2x TOP PLATE W/ WALL & WORKING TOWARDS THE SEALANT BEAD TOP, INSTALL THE WRB TO THE O5 APPLY JAMB FLASHING BEHIND MOUNTING - APPROVED HURRICANE ~ FACE OF THE SHEATHING. TAT HEAD FLANGE. ANCHOR AT ENDS OF EACH J © APPLY BEAD OF SEALANT - TRUSS Q W 2 APPLY SILL FLASHING �7 APPLY HEAD FLASHING U NT AT BACK ® REMOVE PREVIOUSLY APPLIED TAPE, o FLASHINRB JOB G Z �3 APPLY BEAD OF SEALANT SEALANT BEAD BETWEEN OF WINDOW FLANGE & SET ALLOWING WRB TO LAY FLAT OVER `''� 24° WIDE 26 GAUGE THIS PLAN MUST BE z FLASHING AND MOUNTING "' WINDOW USING PAN HEAD SCREWS HEAD FLASHING. APPLY NEW FLANGE. WRB - - �� -WRB_- - �� ROLL VALLEY FLASHING �� LL _ Q TO FACILITATE INSPECTION. SHEATHING TAPE OVER DIAGONAL APPLY HEAD FLASHING, EXTENDING 10 UNFOLD TOP FLAP AND COVER DIAGONAL AT ALL VALLEYS JOB SITE FOR o CUT - SEE DIAGRAM. BEYOND DOOR ROUGH OPENING. CUT IN WRB WITH SHEATHING TAPE. EACH INSPECTION W - -- - - W 1. DRIP EDGE FLASHING: APPLYING SHINGLES. VALLEY LININGS OF THE LAST LAYER APPLIED AT THE RIDGE THE RIDGE AND VALLEY FLASHING OF IN SECTION R905.2.8.1 OR MINERAL ROOF FLASHING THE FOLLOWING TYPES SHALL BE SHALL BE FOLDED OVER THE RIDGE AND CRICKETS OR SADDLES SHALL BE THE SURFACE ROOL ROOFING WEIGHING A SCALE: N.T.S. DRIP EDGE SHALL BE PROVIDED AT EAVES PERMITTED: MECHANICALLY FASTENED, AT 36" O.C. SAME AS THE RIDGE AND VALLEY MINIMUM OF 77 POUNDS PER 100 SQUARE AND GABLES OF SHINGLE ROOFS, AND MAXIMUM TO THE OPPOSING SIDE OF THE FLASHING ON THE MAIN ROOF. FEET. COUNTER FLASHING SHALL BE OVERLAPPED A MINIMUM F 2". EAVE 1. FOR OPEN VALLEY (VALLEY LINING ROOF. REPEAT PROCEDURE FOR CORROSION-RESISTANT METAL WITH A DRIP EDGES SHALL EXTEND1/4" BELOW EXPOSED) LINED WITH METAL, THE OPPOSING SIDE OF ROOF. WHEN 6. BASE AND COUNTER FLASHING: MINIMUM THICKNESS PROVIDED IN TABLE SHEATHING AND EXTEND ACK ON THE VALLEY LINING SHALL BE AT LEAST 24" COMPLETED THERE WILL BE TWO LAYERS 903.1. STREIT RESIDENCE ROOF A MINIMUM OF 2". DRIP EDGE SHALL WIDE AND OF ANY OF THE OF UNDERLAYMENT OVERLAPPING THE BASE AND COUNTER FLASHING SHALL BE BE MECHANICALLY FASTENED A MAXIMUM CORROSION-RESISTANT METALS IN TABLE RIDGE. INSTALLED IN ACCORDANCE WITH 7. FIBER CEMENT SIDING FLASHING: COUNTRY CLUB LANE OF 12" O.C. DRIP EDGE AT EAVES SHALL R903.1 MANUFACTURER'S INSTALLATION LOT2 & LOT 23, BLOCK 6 - -- - G BE PERMITTED TO BE INST LLED EITHER 4. HIP FLASHING: INSTRUCTIONS, OR A CONTINUOUS METAL PANEL SIDING: OVER OR UNDER THE UNDERLAYMENT. IF 2. FOR OPEN VALLEYS, VALLEY LINING OF "L" FLASHING SHALL BE SET IN APPROVED PANELS SHALL BE INSTALLED WITH THE DUVAL COUNTY/FL co 1 O INSTALLED OVER THE UNDERLAYMENT, TWO PLIES OF MINERAL SURFACE ROLL THE UNDERLAYMENT SHALL BE FLASHING CEMENT AND SET FLUSH TO LONG DIMENSION PARALLEL TO FRAMING. N - - THERE SHALL BE A MINIMUM 2" WIDTH OF ROOFING, COMPLYING WITH ASTM D 249, INSTALLED IN WATER SHEDDING FASHION. BASE OF WALL AND OVER THE VERTICAL JOINTS SHALL OCCUR OVER PROJECT NO: d) ROOF CEMENT INSTALLED OVER THE DRIP SHALL BE PERMITTED. THE BOTTOM AT THE HIP LINE FOLD THE UNDERLAYMENT. BOTH HORIZONTAL AND FRAMING MEMBERS AND SHALL BE DATE: 2016.1033 N 4 EDGE FLANGE. LAYER SHALL BE 18" AND THE TOP LAYER UNDERLAYMENT OVER THE HIP AND VERTICAL METAL FLANGES SHALL BE SEALED WITH CAULKING OR COVERED 08-29-16 ap U - A MINIMUM OF 36" WIDE. MECHANICALLY FASTEN, AT 36" O.C. FASTENED 6" ON CENTER WITH WITH BATTENS. HORIZONTAL JOINTS DRAwN. RKMCD n CHKD: DWR THE UNDERLAYMENT SHA L CONFORM MAXIMUM TO THE OPPOSING SIDE OF THE APPROVED FASTENERS. ALL LAPS SHALL SHALL BE FLASHED WITH "Z-FLASHING O WITH ASTM D 226, TYPE I R TYPE II, OR 3. FOR CLOSED VALLEYS (VALLEY ROOF. REPEAT PROCEDURE FOR BE A MINIMUM OF 4" FULLY SEALED IN AND BLOCKED WITH SOLID WOOD • ASTM D 4869, TYPE I OR PE II. THE COVERED WITH SHINGLES), VALLEY OPPOSING SIDE OF ROOF. WHEN APPROVED FLASHING CEMENT. FLASHING FRAMING. REVISIONS: UNDERLAYMENT SHALL BE INSTALLED IN LINING OF ONE PLY SMOOTH ROLL COMPLETED THERE WILL BE TWO LAYERS SHALL START AT THE LOWER PORTION OF 12-21-16 FAW � WATER SHEDDING FASHION, STARTING ROOFING COMPLYING WITH ASTM D 224 OF UNDERLAYMENT OVERLAPPING THE ROOF TO ENSURE WATER-SHEADING HORIZONTAL LAP SIDING: 01-23-17 DWR -_-_- __ - _ _ - -- - -- -- --- WITH THE SAVE EDGE AND ROLLED TYPE II OR TYPE III AND AT LEAST 36" HIP. CAPABILITIES OF ALL METAL LAPS. THE LAP SIDING SHALL BE LAPPED A MINIMUM 07 - - -- - -- - -- -- - HORIZONTAL. UNDERLAY IENT SHALL WIDE OR VALLEY LINING AS DESCRIBED IN ENTIRE EDGE OF THE HORIZONTAL OF 1 1/4" AND SHALL HAVE THE ENDS Z „ 6 T OVERLAP A MINIMUM OF 19" AND BE ITEMS 1 AND 2 ABOVE SHALL BE 5. CRICKETS AND SADDLES FLASHING: FLANGE SHALL BE SEALED COVERING ALL SEALED WITH CAULKING, COVERED WITH Q 2 3/4 - j MECHANICALLY FASTENS AT 36" O.C. PERMITTED. SPECIALTY UNDERLAYMENT NAIL PENETRATIONS WITH APPROVED AN H-SECTION JOINT COVER, OR LOCATED V Un o MAXIMUM. COMPLYING WITH ASTM D 1970 MAY BE A CRICKET OR SADDLE SHALL BE FLASHING CEMENT AND MEMBRANE. OVER A STRIP OF FLASHING. LAP SIDING N C-4 USED IN LIEU OF THE LINING MATERIAL. INSTALLED ON THE RIDGE SIDE OF ANY SHINGLES SHALL OVERLAP THE COURSES MAY BE INSTALLED WITH THE O N -J 2. VALLEY FLASHING: CHIMNEY GREATER THAN 30" WIDE. HORIZONTAL FLANGE AND SHALL BE SET FASTENER HEADS EXPOSED OR - 5.. �3/8" or 5/8" 3. RIDGE FLASHING: CRICKET OR SADDLE COVERINGS SHALL IN APPROVED FLASHING CEMENT. CONCEALED, ACCORDING TO APPROVED W 26 GA. GALVANIZED 26 GA. GALVANIZED 32 GA. GALVANIZED VALLEY LININGS SHALL BE INSTALLED IN BE SHEET METAL OR OF THE SAME MANUFACTURER'S INSTALLATION 2 1/2" MTL DRIP EDGE I 5 X 5 ANGLE FLASHING "Z" FLASHING ACCORDANCE WITH MANUFACTURER'S THE UNDERLAYMENT SHALL BE MATERIAL AS THE ROOF COVERING. BASE FLASHING SHALL BE OF EITHER INSTRUCTIONS. (U) INSTALLATION INSTRUCTIC NS BEFORE INSTALLED IN WATER SHEDDING FASHION. CORRISION-RESISTANT METAL PROVIDED -- Q ELECTRICAL LEGEND o W SWITCH TV OUTLET THREE-WAY SWITCH s SPEAKER 3 r FOUR-WAY SWITCH THERMOSTAT X a �- $R RHEOSTAT osD SMOKE DETECTOR o DUPLEX �� cM CARBON MONOXIDE DETECTOR 0 O L AFCI DUPLEX + CEILING LIGHT +;-t o W GFCI DUPLEX RECESSED CEILING LIGHT H COUNTERTOP DUPLEX RECESSED EYEBALL LIGHT tds I CT -r L.L SWITCHED DUPLEX o' WALL HUNG LIGHT 220 220 VOLT OUTLET EYEBALL LIGHT ----- - --- -- - - -- - 745 S deSAgK CStUcTE 4Lij0 o QUADRUPLEX LANDSCAPING LIGHT www r8 u.5200 9 uv os8n700 J CLNG Q CEILING DUPLEX FLOODLIGHT 1 FLOOR FLOOR DUPLEX VENT �41) JUNCTION �� VENT AND LIGHT 1 W I I � DB DOOR BELL = HEAT AND LIGHT I I � GD GARAGE DOOR '� HEAT AND VENT I L J L J 2 1 (29 PH PHONE OUTLET o HEAT, VENT AND LIGHT I W I I � - - --- -- -_ - LL NOTE : _ - O SHALL CONTAIN ONLY HIGH EFFICACY LAMPS AS PER FBC R404.1 - VENT ,_ o 1. ALL PERMANENTLY INSTALLED INTERIOR AND EXTERIOR LIGHTING FIXTURES L0 � 2. ALL BRANCH CIRCUITS THAT SUPPLY 120V, SINGLE PHASE 15 AND 20 AMP - � - -- - OUTLETS INSTALLED IN FAMILY ROOMS DINING ROOMS, LIVING ROOMS, o ;; PHASE, I - � I �° W PARLORS, I Z Il,i I � LIBRARIES DENS, BEDROOMS SUNROOMS RECREATIONS ROOMS � CLOSETS, HALLWAY AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED B H J COMBINATION TYPE ARC-FAULT CIRCUIT INTERRUPTER INSTALLED TO PROVIDE J U) _ o} L - - -- - -- - PROTECTION OF THE BRANCH CIRCUIT AS PER FBC 3902.12 Q � I � .. PRE-WIRE FOR oo Z ---- sD f rr PCS IN CLG FAN W/LIGHT - r 1 I ATTICI y L J t ( FF VENT - o -{ i - j - - - ---- - _ -- — _ Ta F,XT C 360 Corporate Way (� �� z 1 Orange Park FL 32073 Z_ L BELOW - I 9 1 u amb I o " O_ i www.dreamfindershomes.com ry - - 0 o w I (n I .t {-, i PRE-WIRE OR _ _ - PRE-WIRE FOR - - - , sD CLG FAN W/LIGHT CLG FAN W1 LIGHT U.1 I W - Z I I- -- J - - C L J 3' LIJJ .0 - 3 F— W U) I I I i LU Z I I I I I I W Z O O Uj i I J I Z) I I I I I I I I I ] I r-1 LJ LJ LJ - ---- - --- - - � I I I I 1 ® I I I I I I I oo I I I I PRE-WIRE FOR CLG FAN W/LIGHT I J LJ I I I I I r- - I 1 STREIT RESIDENCE I I I I I COUNTRY CLUB LANE j l i LOT2 & LOT 23, BLOCK 6 DUVAL COUNTY/FL (0 j j I I r Jj I I PROJECT NO: 2016.1033 � _ DATE: N _ _o_ ____ J I I 08-29-16 a1 I I DRAM 00 RKM CHKD: DWR Z I O 1 REVISIONS: U L -- -- - -- - - -I � - - -- - - - - - 12-21-16 FAW � 1 01-23-17 DWR I-- --- -- - - - - - to Z O JOB COPY 10 2nd LEVEL ELECTRICAL PLAN THIS PLAN MUST BE SCALE: /4" = 1 '-O" ON JOB SITE FOREl o 01 EACH INSPECTION c=n QMAP SHOWING SURVEY OF LOT 2, BLOCK 6, SELVA MARINA UNIT NO. 2, ACCORDING TO PLAT \ LOT 21. A y THEREOF AS RECORDED IN PLAT BOOK 27, PAGES 6 AND 6A, 1 .-\� / BLACK 6 TOGETHER WITH LOT 23, BLOCK 6, SELVA MARINA UNIT NO. 6, \$/ C ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 34, PAGES 4 51, 51A AND 51B, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. m ' A UNITN 0. II 'A MARINA 29 & 29 A o SELVA 30. PAGES JOB COPT( 1 PLAT BOOK LOT 4, 6 BLOCK 6 NA UNIT NO. O1A Sc5181 oI4 MARINA 51, 5 THIS PLAN MUST BE SEOOK 34, PAGES t t ON JOB SITE FOR PLAT B LOT 22, pt � BLOCK 6 f I x1, EACH INSPECTION I FND. All 1 2"IP •� �io ID mg LOT 3, ' 188.34 PADA TFB K 6 ti, 3. a oEG $11'56'50"E ABBREVIATION DEFINITION BLOC 020'OAK •8'PAM Y MAG. BLOCK 6 2 PPALM" 37.58ALW ' (FM) FIELD MEASURED DATA fND 1DnE% 1T`OAK ryg,16`OAKS BC BACK OF CURB 1 ID N�g p3, (15.]p` t1. "ALN*\' x tY OAK i CL. CLUSTER 5"MAG 4 e-.r. ti CLF CHAIN LINK FENCE S89'20'10" I v __N89_20'10"E __ __ O o w��_ 192.06'___ FND. 12�MI6.z"MAG.Tw.IV89'20'10"E�—— "� ——— lout 1rx "OL 192.23'4"SMO°cu CM CONCRETE MONUMENT 193.58' 1/2"IP canna P r NOL • '16'OAK NO ID CONC. CONCRETE 0 ID2 \,,,10""MAG. IR ,,�5�01NAG �' ti a. 10'�PALM CPP CONCRETE POWER POLE MA�°AK 15"MAG zo'�app a�q�a�� D m EAC EDGE OF ASPHALT 24".7' 3' I , ''3'OAK�o ..� uAG. o'p 0 F.F.E. FINISH FLOOR ELEVATION �1 .. TFL FLOOD LIGHT ET OFND. FOUNDD 48' OAK G GUTTER GO Q 18P NAIL , BfpE bA ^!. `0V'F !2Y MAG.I� p.]e zm) LO D 0�•�•� HIC. HICKORY p 61 ,5 13'PALM RIVER STONE O I"1 HOL. HOLLY 'Z }�!zs'OAK n600 z �� LOT 2, $ WALKWAY `? D 10 INDIAN OLIVE ,p LOT 1, `� :� muc s,fP DNE StoRY �� m (T'a6 '�) v C IP IRON PIPE 6!ff 51atY 'BRICK&BLOCK ,y B:_OCK 6 C LPI O+. LOCK 6 W0°0 SNN ,( RESIDENCE 1P 81 A "13"PALM T MAG. MAGNOLIA 6Y SIV, yry, �P• n^1 70) 16'�ALN k°� 1 m MLP METAL LIGHT POLE GO L' O: x �; `F 14"PALM t6' �,.6_ ,% ury 9,"' ,�°" V N MSP METAL SIGN POLE .CLF 30.OAK • A 9 ^ BRICK C ` 1114 'PALM t IP (n l 25'OAK! " r R Q4Go OD MYR. MYRTLE s a N ^p 14 •PALM 1s'�ALM MW NORrH - OHE OVER HEAD ELECTRIC LINE • SQ. SQUARE W SHED 3.g ^ 21"HIC. 10"PALM •13'PALM A/C v } - ,i sE'r THH TELEPHONE HAND HOLD N it PALM.J $ ^ (1x +xn> 30•B.R.L ��- 1i ee TR. TRIPLET CONCRETE z ) MSP u S41.30'44"W I TRR TELEPHONE RISER BOX DRI3o=•R'L' S0°),L4) o ,° = CHORD=40.28' TW. TWIN za3) ^�(1vre ,1.1x) MYR.CL. ELTA=84'21'08" WM WATER METER -'6"!AINTREE NL,e (11.23 10.6 2 2 2. B.6]O°C RADIUS=30.00' WP W000 POST Lry• I 77) 2 2 2" 142 C6.a1u ARC=44.17 ' 152.82 MYR OL. �iD m..._.s6i "° a 1N°IP �� 5834118 W efie) 9HE.,._. ...._.._. - ((6A6 aae7�CL " _ 0 10 0 L07),...... (6.14 673)G _ _ - 1• (&,74... E. 644) .....'-. l.6]) AgT(LZTI2�(g)A5SI341�)' BENCH((NAR))K S83"4�W— — H�`" TAa ` .._._._._0.49 .sr4 7.0 awfi ANo w C67 A N.E.0. ..INNRV.1`1E48)24'R� _PK- U.. _ — 150.44 A6 ZiG LUP6 x COUNTRY CLUB LANE (60' RIGHT OF WAY) FORMERLY PER 16TH STREET LAT NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. NOTES BEARINGS ARE BASED ON THE WEST PROPERTY LINE OF LOT 2 LANE AS BEING NDBTB'42'W.(AS PER PLAT) LEGEND DATE OCTOBER 27.2016 N 2.THIS ISA15 O DENOTES CONCRETE MONUMENT SCALE 1'= 30 3 ATMOSPHERIC ADELEVATION MNI57RUATION(NOAA)RNATIONADLEGEODE7ICTSURVEY(NGS)EOATUM�,NORTH NATIAL OCEANAMIER CAN x-x DENOTES FENCE JOB NO 42637 0 DENOTES PROPERTY CORNER F BOOK(S) 58 VERTICAL DATUM OF 1988(NAVD OF 1988) SET AS NOTED 4, BY GRAPHIC PLOTTING ONLY,THE PROPERTY SHOWN HEREON UES WITHIN ZONES: UNSHADED"X" 0 DENOTES 1/2'IRON PIPE PAGE(S) 78-79 AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY(F.E.M.A.),NATIONAL FLOOD FOUND LS 3848 42637-1600-PARKTIRMACEDWG INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP (F.I.R.M.) COMMUNITY PANEL NUMBER: COMPUTER 120075 0409 H MAP REVISED DATE: .x INF.T 2013 YAP N_UNBFR 12031CO4G9H X DENOTES CROSS CUT FILE NAME (JEFF ON SERVER) 5.UNLESS OTHERWISE NOTED,ANY PORTION OF THE PARCEL THAT MAY BE DEEMED AS WETLANDS BY STATE OR GOVERNMENTAL AGENCIES,HAS BEEN DETERMINED AND ANY LIABILITY RESULTING A & J LAND SURVEYORS, INC. THEREFROM IS NOT THE RESPONSIBILITY THE UNDERSIGNED. CERTIFICATE OF AUTHORIZATION NO. LB 6681 6.THERE MAY BE RESTRICTIONS OR EASEMENTS OF RECORD EVIDENCED BY TITLE EXAMINATION THAT HAVE NOT BEEN SHOWN HEREON. PROFESSIONAL LAND SURVEYORS GRAPHIC SCALE ABBREVIATIONS THAT MAY BE USED IN THIS SURVEY 5847 LUELLA STREET 36 0 /s 3O eo 12o P.C.P. PERMANENT CONTROL POINT ESM ELECTRIC SERVICE METER JACKSONVILLE, FLORIDA 32207 P.R.M. PERMANENT REFERENCE MONUMENT LB UCENSED BUSINESS OFFICE: (904) 346-1733 P.R.C. POINT OF REVERSE CURVE GM GAS METER P.O.B. POINT OF BEGINNING DWG DRAWING FAX: (904) 346-1736 P:GO.- POINT OF REFERENCE C.L. CHAIN LINK P_C. POINT OF CURVATURE A/C AIR CONDITIONER ( IN FEET ) P.T. POINT OF TANGENCY NO ID NO IDENTIFICATION 1 inch — 30 ft THH TELEPHONE HAND HOLE TW14 TANKLESS WATER HEATER TOB TOP OF BANK F.B. FIELD BOOK WM WATER METER R= RADIUS EQUALS WV WATER VALVE L= ARC LENGTH EQUALS DWG. DRAWING CH.— CHORD BEARING&DISTANCE EQUALS R\W RIGHT OF WAY &= DELTA OR CENTRAL ANGLE EQUALS GEORGE J. WARD, STATE OF FLORIDA, NO. NUMBER IP IRON PIPE REGISTERED LAND SURVEYOR, CERTIFICATE No. 5755 B.R.L BUILDING RESTRICTION UNE CONIC. CONCRETE QMAP SHOWING PLOT PLAN OF N T 1 LOT 2, BLOCK 6, SELVA MARINA UNIT NO. 2, ACCORDING TO PLAT �\ LOT 21, p y THEREOF AS RECORDED IN PLAT BOOK 27, PAGES 6 AND 6A, <-\w f �E/-► BLOCK 6 , TOGETHER WITH LOT 23, BLOCK 6, SELVA MARINA UNIT NO. 6, \S/ o ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 34, PAGES 1 1 51, 51A AND 51B, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. Z A -1 1 A UNIT NO o IMPERNOUS CALCULATIONS BUILDING COVERAGE 1 MARINA S 29 & ZgA 1 (t1 LOT AREA 26,397 S0. FT. LOT AREA 26,397 SO. FT. SELVA 30 PAGE ? 1 v BUILDING A A UILDING A EA 11 3,000 COVERED t OVERED PLAT BOOK LOT 4, nlm Cn PORCHES 882 PORCHES 882 1 1 BLOCK 6 A UNIT N 0•A& 51 B 1 0l f '1 ALAT C PADRK 27856 T0TAL 11 882/26,397= 14.71$2 1 SE pUS OK MARINA 51' 51 t 1 IOTA A 6E556%IMPERVI06,39655 SQ. T 1 BOOK LOT 22. A 1 BLOCK 6 1 1 FND. 1 2NO ID 18841•(45 OT 3, 1$8.3 :er ABBREVIATIONS THAT MAY BE USED IN THIS SURVEY L K 6 23� S11'56'50"E /-� ABBREVIATION DEFINITION BLOC W(FM) LOT 6 - 37.58'( (FM) FIELD MEASURED DATA 1 FND. 578'040 ,1D"- S13777..56'(FM) BC BACK OF CURB r N7a `� ' - C. CLUSTER $89.20'10"W _ so._ 20'10 _—\ 599'20+3' FM- 1___ 06' _ CLF CHAIN LINK FENCE FND. 192. ( ) 9 -2 '4.FMD CM CONCRETE MONUMENT 193.58' 0.22'WEST 1 2•IP N89 '10"E NO CONC. CONCRETE o.IS SOUTH Go ID ++ CPP CONCRETE POWER POLE 2. I DEC. DECIDUOUS N m EA EDGE OF ASPHALT F.F.E. FINISH FLOOR ELEVATION A 21.3' O1 , u, m = FL FLOOD LIGHT 1 iQ .r1 UNITi u $ m --jD FND. FOUND $� ( FA�DUx GRA95 11'3 PROPOSEDDRESIDENCE 1 (.N - 1- O n G GUTTER NOD ARE/' BUILDING ENVELOPE LOT 2, D `' HIC. HICKORY ^A I 59.67'(D)X 97.17'(W) \ OCK 'H 1 240• F.F.E.a 15.50(NAVD 88) m HOL. HOLLY Z m , O' $, m y 10 INDIAN OLIVE A LOT f 3o.7' I v C IP IRON PIPE BRICK UNED ._CDVEREO /o-7.3' K \s BLOCK 'B coWNo E ,PORCH--- _ MAG. MAGNOLIA .J 1� MLP METAL LIGHT POLE 1-A O• MSP METAL SIGN POLE 1 t p MYR. MYRTLE i]I.0' pp1WC� 6.7.7.0.8.7• 043E T OHE OVER HEAD ELECTRIC LINE ' 14� SO. SQUARE cW I CONCH S THH TELEPHONE HAND HOLD N� 1N ( O B R /2 m TR. TRIPLET TRB TELEPHONE RISER BOX , S41'30'44"W 1 CHORD=4 ' TWIN 0�• DELTA=84*21'210 WA WM WATER METER _ 4RADIUS=30.00' WP WOOD POST sz.7 ARC=44.17' 1 1/2'D NIPy ,'. O ID A^TTCEN(gyA511�2 BENCH(MAgK) N. INV.(Y.29)•2 RCP Npyp(1 ggg1 SW INV.2.2 24'R SET N 50.44' - CLUB LANE -- - ------ - COUNTRY - (60' RIGHT OF STREET FORMERS P6PER PLAT REVISED MARCH 15, 2017 TO SHOW THE EXISTING CONTOURS ON THE LOT. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. NOTES THE WEST PROPERTY LINE OF LOT 2 LANE AS BEING NO878'42'W.(AS PER PUT) LEGEND PATE NOVEMBER 30, 2D16 i.BEARINGS ARE BASED ON 2.THIS IS A SKETCH TO SHOW A PROPOSED RESIDENCE DN THE LANDS DESCRIBED HEREON. O DENOTES CONCRETE MONUMENT SCALER'"""GEIVED 3.ELEVATIONSSHOWN THUS(15.0))REFER TO US DEPARTMENT OF COMMERCE NATIONAL OCEANIC& x-x DENOTES FENCE4 ATMOSPHERIC ADMINISTRATION(NOAA),NAJIONAL GEODETIC SURVEY(NGS)DATUM,NORTH AMERICAN DENOTES PROPERTY CORNER VERTICAL DATUM OF 1988(NAVD OF 1988) SET AS NOTED F.BOOK(5) UNSHADED"X' 0 DENOTES 1/2'IRON PIPE PAGE(S)4.BY GRAPHIC PLOTTING ONLY,THE PROPERTY SHOWN HER>iON DES WITHIN ZONES: X848 N/A AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY(F.E.M.A.),NATIONAL FLOOD FOUND LS COMPUTER 42716 PLOT PUN 11-14-16.DWG INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP (F.I.R.M.) COMMUNITY PANEL NUMBER: X DENOTES CROSS CUT FILE NAME JEFF SERVER 120075 0409 H : MAP REVISED DATE JUNE 3.2013 MAP NUMBER 12031CO409H ( ) 5.UNLESS OTHERWISE NOTED,ANY PORTION OF THE PARCEL THAT MAY BE DEEMED AS WETLANDS BY STATE OR GOVERNMENTAL AGENCIES,HAS BEEN DETERMINED AND ANY LIABILITY RESULTING A & J LAND SURVEYORS, INC. LIAR '� ZO17 THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. CERTIFICATE OF AUTHORIZATION NO. LB 666 _ IL HAR HMAY BE AVE NOT BEEN CTIONS HEREgjMENTS OF RECORD EVIDENCED BY TITLE EXAMINATION PROFESSIONAL LAND SURVEYORS 1 GRAPHIC SCALE ABBREVIATIONS THAT MAY BE USED IN THIS SURVEY 5847 LUELLA STREET P.C.P. PERMANENT CONTROL POINT ESM ELECTRIC SERVICE METER JACKSONVILLE, FLORIDA 32207 30 0 15 30 60 ,2o P.R.M. PERMANENT REFERENCE MONUMENT LB LICENSED BUSINESS OFFICE: (904) 346-1733 P.R.C. POINT OF REVERSE CURVE GM GAS METER P.O.B. POINT OF BEGINNING DWG DRAWING FAX: (904) 346-1736 �u�Od�n9 D ��.�imen P.O.R. POINT OF REFERENCE C.L. CHAIN LINK }B } �j art P.C. POINT OF CURVATURE A/C AIR CONDITIONER Clty Of Atia11 C B�c']CI1 FL ( IN FEET) P.T. POINT of TANGENCY NO ID NO IDENTIflCATION I inch = 30 It THH TELEPHONE HAND HOLE TWH TANKLESS WATER HEATER TOB TOP OF BANK F.8. FIELD BOOK WIN! WATER METER R- RADIUS EQUALS WV WATER VALVE L= ARC LENGTH EQUALS DWG. DRAWING CH.a CHORD BEARING&DISTANCE EQUALS - R\W RIGHT OF WAY p= DELTA OR CENTRAL ANGLE EQUALS GEORGE J. WARD, STATE OF FLORIDA, NO. NUMBER IP IRON PIPE REGISTERED LAND SURVEYOR, CERTIFICATE No. 5155 B.R.L. BUILDING RESTRICTION LINE CONC. CONCRETE i i QMAP SHOWING SURVEY OF LOT 2, B N LOCK 6, SELVA MARINA UNIT NO. 2, ACCORDING TO PLAT LOT 21. A y THEREOF AS RECORDED IN PLAT BOOK 27, PAGES 6 AND 6A, t •—\w/' E— 6 TOGETHER WITH LOT 23, BLOCK 6, SELVA MARINA UNIT NO. 6, gLpCK �' ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 34, PAGES 51, 51A AND 51B, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 5 � '� MARINA SNS 29 & 29A n SELVA 0 PAGES ��► AT g00K 3 -� PL LOT 4, 6 1 BLOCK 6 A UNIT N0. & 518 SELVA 34, P AGES 51, 51 A PLAT E300K LOT 22, Al BLOCK 6 /2 P •�� 4 NO ID a mg LO r 3, '�A 188.34 .0671 22'PALM TpIr > °� ABBREVIATION DEFINITION CK 6 ti 23, �G S11'56'50"E BLOCK d LOT 6 tz'PALM• (FM) FIELD MEASURED DATA ?1.20.OAK ' Mac. LOCK Ia•PALM. 37.58' cc C" •B'PALM 17•OAK g� 8 � BC BACK OF CURB FNP. 10"C.• \\ N 1W OAK• , i X8'03 U6TT` �1 +� 017"'0A3. tr oAK CL CLUSTER ID N S'NAG 11"P:LM 4 PVC 4 6',3. v� CLF CHAIN LINK FENCE 889 20'10"W z, N89_20'10"E• _ _____ . "�_P�__0 w-e_ 192.06'__ FNP. 12�NACy. •5�,yp(z 1B'.15'4 --192.23'4.m� CM CONCRETE MONUMENT 19 i.58' /2 P �-2,2'MAG.Tw.N89.2D'10"E� ' p� r�oAx W he oAK No ID � CONC. CONCRETE ND ID �`_-MAG. C ,p^pq(M � CPP CONCRETE POWER POLE 2-• +z' AA to °• DEC. DECIDUOUS r• `6-MAG. 15•MAG 20'OA od+ T o' °.`yB K D -- 24' r 3• e,• + Ts cn m EA EDGE OF ASPHALT t '3'OAK Y NA;. L; +p�y 9 'a F.F.E. FINISH FLOOR ELEVATION s e° •; �? J;5':'v° +° s ��o m = TT FL FLOOD LIGHT MLP L` C RIVER STONE 0 N ----y,� `� to•PALMI `y` - wAL"AY p '� FND. FOUND _ stEPs as'oAK G GUTTER dp p NUL cO I, MT1 Yom'L •23'MAG. • (7- , Gp D HIC. HICKORY SfOHE PAVERS �•�R•�E 13' PALM O � 1"E HOL. HOLLY Z y��26.OAK eoo z �' y'+, L07 2, RIVER AY O� D 10 INDIAN OLIVE W c .R LOT 1, �Ry"� C.SI�EP 'BRICK BLOCK ��1 BLOCK 6 .� (T'B6 7.u) .{i C IP IRON PIPE nT)01 r 'I'a°D ftE510ENCE + 13b) •13•PALNpJID ` MAG. MAGNOLIA LP Er_ BLOCK 6 �t �, n , CK M1� .� aw 16'PALM v° I'T'I MLP METAL LIGHT POLE (�,I O x 'I`• 14-PALM J 1.6' =3- .M1 ' 70) a �,. 'Vx a (n MSP METAL SIGN POLE l 30.OAK '` +A'of t34t) l PALM ,�o MYR. MYRTLE •CLF 25'OAKS • �'�? M1+ V„( BRICK Gu Gp < mvEaEp w+3'EAs7 OHE OVER HEAD ELECTRIC LINE OKE STAY EaN�1E t, �` 14'PALM t6 PALM 0.66 NDRTi 6Rmc N A000 BRICK + .'L :> *' SQ. SQUARE W_ •13•ALM A/C .,s nAx �� .' F (j631 4 • 410's� THH TELEPHONE HAND HOLO A, •P 21'HIO. N tr PALM`� Oi az3) 30•B.R L. �• `N ry TR. TRIPLET ` CONCRETE 11 ) 168861 MSPS41'30'44"W TRB TELEPHONE RISER BOX DRIVE sro� x d°P No CHORD=40.28' Tw. TWIN 30• B.P.L. .4o-' ` Ozss 1z4°> le MYRZ,G�' �° ELTA=84'21'08" WM WATER METER zan ++',("' „a3) 7 RADIUS=30.00' WP WOOD POST 'B•RAAVTREE (n 10.0 A_ , D z• 2 19 8.81 - nm z z 2 z IP Mn ��T C-44.17 152.82 MYR CL. �io Ip_..4.4, 0.16 ,a6w_._..OHE ARC=44.17' 1%NZ DIP "f` 583.41 18 W6n.... _636) qNE..__.. _. 0 ID °' 7.07) (( tP (8.],L...OHE. 8.481 16.16 &i3 GRA BENCH MARK _ ^.. .___.._- p.B4 EIEC.S"6.5° S83-41'18"W— — ,s» 0B 1 g AW MT ER &6 N E INV. (2.2�2 RCP SETNCVC ,1988 ...ONE._._. �H 0.49 T 6.75 ASW.INV.2.2 24'RCP SET PK � --- — 150. 44' pe % , �- - - cuR6 AND wTwK a'sz 1150 �z 6.66 A c xLAN E 7.11 1p COUNTRY CLUB (60' RIGHT OF WAY) FORMERLYER THAT STREET NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. NOTES1HE NEST PROPERTY UNE LOT 2 UNE AS BEING NO6T8'42"W.(AS PER PLAT) LEGEND DATE OCTOBER 27, 2016 1.BEARINGS ARE BASED ON 2.THIS ISA BOUNDARY TOPOGRAPHIC AND TREE LOCATION SURVEY 0 DENOTES CONCRETE MONUMENT SCALE 1'=30 3.ELEVATIONS SHOWN THUS(15.0)REFER TO US DEPARTMENT OF COMMERCE NATIONAL OCEANIC& x-x DENOTES FENCE JOB NO. 42637 ATMOSPHERIC ADMINISTRATION NOAA),NATIONAL GEODETIC SURVEY(NGS)DATUM,NORTH AMERICAN 0 DE DIES PROPERTY CORNER VERTICAL DATUM OF 1988(NAVD OF 1988) SET AS NOTED F.BOOKS) 58 4.BY GRAPHIC PLOTTING ONLY,THE PROPERTY SHOWN HEREON UES WITHIN ZONES: UNSHADED"X" * DENOTES 1/2'IRON PIPE PAGE(S) 78-79 AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY(F.E.M.A.),NATIONAL FLOOD FOUND LS 3848 COMPUTER 42637-1600-PAWTERRACERING INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP (F.I.R.M.) COMMUNITY PANEL NUMBER: X DENOTES CROSS CUT FILE NAME 120075 0409 H MAP REVISED DATE: .n INF t 2013 MAP NUMBER 1203tG0409H (JEFF ON SERVER) 5.UNLESS OTHERWISE NOTED,ANY PORTION OF THE PARCEL THAT MAY BE DEEMED AS WETLANDS TBy STATE HEREFROM ORR GOVERN ENTALRESPAGENCIES, ,THAS HE BEEN DETERMINED AND ANY LIABILITY RESULTING A & J LAND SURVEYORS, INC. 6.THERE MAY BE RESTRICTIONS OR EASEMENTS OF RECORD EVIDENCED BY TITLE EXAMINATION CERTIFICATE OF AUTHORIZATION NO. LB 6661 THAT HAVE NOT BEEN SHOWN HEREON. PROFESSIONAL. LAND SURVEYORS GRAPHIC SCA-E ABBREVIATIONS THAT MAY BE USED IN THIS SURVEY 5847 LUELLA STREET P C P. PERMANENT CONTROL 3D 0 1s 3D w ,zo P.R.M. PERMANENT REFERENCE POINT MONUMEN7 BB LICENSED BUSINESS METER JACKSONVILLE, FLORIDA 32207 P.R.C. POINT OF REVERSE CURVE GM GAS METER OFFICE: (904) 346-1733 P.O.B. POINT OF BEGINNING DWG DRAWING FAX: (904) 346-1736 P.O.R. POINT OF REFERENCE C.L. CHAIN LINK ( , P.C. POINT OF CURVATURE A/C AIR CONDITIONER IN FEET11:C.- POINT OF TANGENCY NO ID NO IDENTIFICATION I inch = 30 ft. THH TELEPHONE HAND HOLE TWH TANKLESS WATER HEATER TOB TOP OF BANK F.B. FIELD BOOK WM WATER METER R= RADIUS EQUALS wV WATER VALVE L- ARC LENGTH EQUALS DWG. DRAWING CH.= CHORD BEARING&DISTANCE EQUALS R\W RIGHT OF WAY a DELTA OR CENTRAL ANGLE EQUALS GEORGE J. WARD, STATE OF FLORIDA, NO. NUMBER IP IRON PIPE REGISTERED LAND SURVEYOR, CERTIFICATE No. 5155 B.R.L. BUILDING RESTRICTION LINE CONC. CONCRETE QMAP SHOWING SURVEY OF LOT 2, BLOCK 6, SELVA MARINA UNIT NO. 2, ACCORDING TO PLAT T 21, THEREOF AS RECORDED IN PLAT BOOK 27, PAGES 6 AND 6A, gLOCK 6 1 TOGETHER WITH LOT 23, BLOCK 6, SELVA MARINA UNIT NO. 6, 5 o ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 34, PAGES 1 1 51, 51A AND 516, OF THE CURRENT PUBLIC RECORDS OF DUVAL rn 1 m=�,a COUNTY, FLORIDA. 0 11 ' UNIT 9'& MARINA 29A o n r^ ATBOK 30 PAGES Z 1 1 PL T a, 1� �'r" 11 BOCK 6 LVA MARINA ESN 5N 1 51A & 518 old �► BOOK 34, PAG 1 1 IPLAT LOT BLOCK 6 1 • //FND. 1 ` 1NO•ID "` RCS, 188.41'(�i c Jb8 LOT 3, 168.'4 ,{,D. 2 AL TB" BLOCK 6 `tip p 23 - e C. Sll'S6'S0"E ABBREVIATION DEFINITION MEASURED DATA 2 A W ' ) `,�• K e, r ubq., BLOCK to PALM• 37.58' ( ) FND. BTa.D4'1 10 E. 511'55'32"E(FM) D BC BACK OF CURB w 16 OAK• GT WEsr 37ss'(FM CL CLUSTER 1 2•Ip N,f}"0 I�l+dam �it OAK - •qtr 0 I,SOUTH 5"MAG 1 P:M A:• Pk� e•.s. v CLF CHAIN LINK FENCE 589'20 10"W x.t ya 5 __N89'20'10 _ _ 2D s3 (FM w w. O6' __ 193.58' FN' / 2 MAG.TW N88 '1 O"E 1921 ( ) 4 . 9 •2 ', so°' CM CONCRETE MONUMENT 1/2•IP _ 11551 I °°N P.u�x TM'• a• NQ I V I CONC. CONCRETE N0 0 ..-8• G. y 10"PA 2.• .��10•MA �• tits• CPP CONCRETE POWER POLE l 21 GAK 15•MA - 2D•C;4' "I o?y n 4� DEC. DECIDUOUS a 3•MAG +o ��. 2' T 3'N e S N mT EA EDGE OF ASPHALT 1 �43'OAK M ', °. ,j A,• ou N F.F.E. FINISH FLOOR ELEVATION sroN rr1 2 FL FLOOD LIGHT 1 ZD —TSx�—— � 0•PAIAt a1' ALKWA aA '0 —I 1� FND. FOUND m� •23• G. .0 K CM 0 Y1 G GUTTER i0D r� PN D HIC. HICKORY o N•> y� + 13•P 28.OAK VE T m HOL. HOLLY • '!, A � a ? y� #1600 ` , LK d' y 10 INDIAN OLIVE 'A OT �, '� s7cr ONE Sion °s> ::s C IP IRON PIPE 8 •t L ONE 510R'I BRICK h B ,y'� C 01 O? f B OCK 6 t •� RESIO�CE 'V �!P' I ,T �, MAG. MAGNOLIA J 1(jt yM1l t ro) }Bj?A� '• - MLP METAL LIGHT POLE MSP METAL SIGN POLE OAK "',^� RICK c 1 P - 'P MYR. MYRTLE 1'IPA t.• 04 K TM = OHE OVER HEAD ELECTRIC LINE N j P yq `,� �. {, .• o.P I SQ. SQUARE •13'PALM HI THH TELEPHONE HAND HOLD 1 JN 17'PALM d0lTR. TRIPLET coNCR TE +% + nn .ee 54130'44"W TRB TELEPHONE RISER BOX 1 ` °R1 oeT sd + ` CHORD=40.28' TW. THAN 300 (lase u�o 1a, y a •,11 R;'cL ELTA=84'21'08" WM WATER METER as fie RADIUS=30.00' WP WOOD POST RAIN TREE MLPo i nn t. B FM .t 52.8 Mort.a. ID zm a.ev 1 1402-1 DIP {ay.R W!E... - a a�y • IM MOUS CALCUUTIONS BUILDING CO A D t SO. 6,y) •........ "" 7 �pT(�H(g6A�j5I3y7 BENCH(ElE (MA8R61))( LOT A A 26,97 S.FT. LOT A A 26,957 SO.FT. ASW IN 2 22.87 24 R P SET E ._ PK80 — 209 150.44 — 7 to))ec M1R� PATIO 611 PATIO 621 .3Z 1 CAme AI®WT1FA 6.Ba1EA �� WALKWAY525 TOTAL 2935 DRIVE k WALK 1698 �— A C PAD 7 2,935/26,957=10.89x �� -- TOTAL IMPERVIOUS 5,165 SQ.FT. 1 - -� — AREA tCLUB LAN 5,165/26,957=19X 1�- - - CCS (6 RY (60' RIGHT OF WAY) FORMERS PER PLAT STREET REVISED MARCH 15,2017 TO SHOW CONTOUR LINES AND IMPERVIOUS CALCULATIONS. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. NOTES LEGEND DATE OCTOBER 27,2016 1.BEARINGS ARE BASED ON THE WEST PROPERTY LINE OF LOT 2 LANE AS BEING N06-18-42-W.8'42•W.(AS PER PLAT) N 2.THIS ISA BOUNDARY.TOPOGRAPHIC ANO TREE LOCATION SURVEY, O DENOTES CONCRETE MONUMENT SCALE 1"= 30' 3.ELEVATIONS SHOWN THUS(15.0 REFER TO US DEPARTMENT OF COMMERCE NATIONAL OCEANIC h x—x DENOTES FENCE JOB N0. 26 ATMOSPHERIC ADMINISTRATION NOAA),NATIONAL GEODETIC SURVEY(NGS)DATUM,NORTH AMERICAN 0 DENOTES PROPERTY CORNER VERTICAL DATUM OF 1988 .(NAVDTHE R 1986) SET AS NOTED F.BOOK(S) MIL 4.BY GRAPHIC PLOTTING ONLY,THE PROPERTY SHOWN HEREON LIES WITHIN ZONES: UNSHADED•X" B D AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY F.E.M.A.),NATIONAL FLOOD • DENOTES 1 2•IRON PIPE PAGE(S) INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP (F.I.R.M.)(COMMUNITY PANEL NUMBER: FOUND LS 48 COMPUTER 426 t - 120075 0409 H MAP REVISED DATE: JUNE 3.2013 MAP NUMBER 12031CO409H X DENOTES CROSS CUT FILE NAME (JEFF ON SER URI" 5.UNLESS OTHERWISE NOTED,ANY PORTION OF THE PARCEL THAT MAY BE DEEMED AS WETLANDS BY STATE OR GOVERNMENTAL AGENCIES.HAS BEEN DETERMINED AND ANY LIABILITY RESULTING A & J LAND SURVEYORS, INC. THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. CERTIFICATE OF AUTHORIZATION NO. LB 6561 6.THERE MAY BE RESTRICTIONS DR EASEMENTS OF RECORD EVIDENCED BY TITLE EXAMINATION THAT HAVE NOT BEEN SHOWN HEREON. PROFESSIONAL LAND SURVEYORS GRAPHIC SCALE ABBREVIATIONS THAT MAY BE USED IN THIS SURVEY 5847 LUELLA STREET [ a b 0 t5 b 60 t20 P-C.P. PERMANENT CONTROL POINT ESM ELECTRIC SERVICE METER JACKSONVILLE, FLORIDA 32207 11 3 OI 72017 P.R.M. PERMANENT REFERENCE MONUMENT LB LICENSED BUSINESS OFFICE: (904) 346-1733 P.R.C. POINT OF REVERSE CURVE GM GAS METER P.O.B. POINT OF BEGINNING DWG DRAWING FAX: (904) 346-1736 P.O.R. POINT OF REFERENCE C.L. CHAIN LINK P.C. POINT OF CURVATURE A/C AIR CONDITIONER ��_•��•���rrr___ ( IN FEEL' ) P.T. POINT OF TANGENCY NO ID NO IDENTIFICATION ION 1 inch = 30 it THH TELEPHONE HAND HOLE TWH TANKLESS WATER HEATERTOB ■ jl�ss.el1 } WM WATER BANMETER R F.B. RADIUS US ELD BOOK QUALS }i!.I • WV WATER VALVE L= ARC LENGTH EQUALS ��jj �� DWG. DRAWING CH.= CHORD BEARING 8:DISTANCE EQUALS q R\W RIGHT OF WAY A= DELTA OR CENTRAL ANGLE EQUALS GEORGE J. WARD, STATE OF FLORIDA, NO. NUMBER IP IRON PIPE REGISTERED LAND SURVEYOR, CERTIFICATE No. 5155 B.R.L. BUILDING RESTRICTION LINE CONC. CONCRETE X SELVA MARINA UNIT NO. 6 10.5 188 10.534, 9.5_ TRB 10'—� _ \ A- - - - v LOT 3, PLAT BOOK 34, AGES 51, 51A & 51B BLOCK 6 EXISTING LOT 22, BLOCK 6 _ GROUND I F2'yI I � ,�/ 9.5 �_ oo o gNz 13.0 \ _ LOT 23, - SWALE DETAIL Ngo € 03'10 E 3'`�' �° FLOCK 6 �" N.T.S. v �, 78` _ \ ,o 31 LF — 8" ADS PIPE Wr 12 0 — ® 0.50% SLOPE ,_2" VC (4) W � —� �E� 'N8 �'10"E s PIPES - - -- - - - ��06 - - - - - - S89°20'10"W - - - — mac �= - -r - - - - - - de^z 193.58 I \__,�q-0 8 0 "E 4" SQ WP a 19 .23' ► , N� R I / LEANOUT CONTROL P ,NEL INV.=13.10 R N I 00.50% SLOPDS PIPE A 56 LF 8" ADS PIPE 12.0 I // CLEANOUT e� 0 0.50% SLOPE o a / INV.=11.50 L 0 T 2, �' Ro BLOCK 6 D o 571 SF O c/) D v 11.0 �- CLEANOUT ° MEP 00 LOT 1, ,r—� 114V.=12.50 424 SF 7\- BLOCK 6 I 327 SF 6" CONNECTION \ o IN m O o I TO ROOF DRAIN �� D D o I (TYP., REFER TO o z �7 I i RCH. PLAN 0 O /—D N 1 1 FOR EXACT o c m = 1 I I DOWNSPOUT 1 - I 1 I 1 420 SF LEANOUT LOCATION) 1 � � � ffi 10 LF 1NV.=11.50 O 8" ADS PIPE I I I I D '1 N ® 0.50% SLOPE I 1 - /.`° �s m 0 Z Z 11.0I I \ I 0 D pia ff 'r \ ,o (A 8 acp 10.0 z 1 °° ° ° a Q 0 1 I I vn ° —15— I v a H LL Lj L Q I I 1 .d Q mew U) G a / MSP (D Y U o f a STOP ��� Q _ 30' B R _ — 1 a ' a X S41°30'44"W a w mco ° w i Iej . 4 / CHORD=40.28' o V v a o $ ao` DELTA=84°21'08" ~ IE z IZ N I I d RADIUS=30.00' l a MEPO ° �- < (7.19 ARC=44.17' ��•�` b3 ''� Q 10.0 _ 152.82 (7.16) (6.62)EA OHE G � a � X10— � S83-41'18"\N HE �, 6" ` SO. �� , IN ROW 6 94 BC BENCH MARK�f �� co ` 8" CATCH BASIN ELEV. 6.50 = $ ► rn S83'4118W_ — CPP d C 4 _ 150.44' 12' MAX IN 12' MAX 4 gC 6.671G GRATE (6.53) NGVD (1988 _ ` N.E. INV. 2.28 24 RCP K o N 08 BC <� RB AND GUTTER �6.75,EA ) SET P N&D z �F E THH (7. CC S.W. INV. 228 24" RCP Z CLUB SAN E _ - M, 7.16 3C N-TRa GUT R G -- -- OF WAY) °�bt tY onee: �. 8" URB ND 6.92 (7.08) - 7.32 BC 6.98 EA --- ---- X (60' RIGHT 'gist, '�'Yly`` o.RW 4 �Gi)EA w _ STREET o�°: FORMERLY 16TH ri 132017 PLAT— NEW MIAMI CURB AND AS PER 1•.20• GUTTER C Sheet _2 X 22 L.F.NSWALE9 5 o00� "' SEL VA ARINA UNIT N0. 6 10°5 I I Who 10, 188 34 - \ 2�„ PAL - TRB v _ - - _ °�$ LOT 3, PLAT BOOK 3 , PAGES 51, 51A & 51B Q 10.5 - / / �; BLOCK 6 \ - C}rC. / W I EXISTING E LO 22, BLOCK 6 \ �� - „ 2" A,Liv*�' `Ul �� GROUND 30 LF SWA E `' (M \ 1 i , I�:.'v. / - I 1 c,,,P ALI•,l Lf 8�2 / 13.0 / �8. PI I- r \77' ��]Ai. -�- oAl:> 9.5_ 1 yy� (LLOT�23 r� SWALE DETAIL ' _ ` N IJLCCK 6 N.T.S. �, A n E' il„ PA��� � 7" f.)Ai\ � �j f � O c �n W 1 .0 / I s/ SJ i1D PI2 C PES_ 10' i'r`•,`'_ _ ` \ � Q I _ _ Io= N S89°20'10"W __ _ = __;�__ ' 189°20'10 E_ _/_ _ G 193.58' �C I -ao- 89`20 ' E I I 4'I SQ. wP \72 y„ 1�\ N )��9 2 ► bO Nu Ira, �T,+_. OAK PW \ N I CONTRIOL P NEL �!10j6" AK \ \ c $ '� 28 L.F.-SWALE I �." 8° ,rA I ' _ \ � o ,I�„ . 'A � / I �„ HOI - 15 f,AK \ 10 PALL, 12.0 L� AG> � 1 1��'�20 C'=AK � _ LOT 2, s / 14i. ► I BLOCK 61 n' � Ro UNIT I� ;7A , I I \ " D x D o / H 11.0 I Ro J COVEkEU,� / I \ o � < �' �/ MLP / I #1600 „PORCH l CD LOT 1, I �'f-�\ a O7 ROPOSED - r / c� \ ^� BLOCK 6 I I �j AUX GRASS PROPOSED REVE��PEE ��2 7„ �' ('\ 0 1 I o -I I c AREA BUILDING EN \ ✓ 2 M)�,G. ` m BRICK LINED �}- D X 97.17' (W) l - \ \ �, rri 1 v D m ® CONCRETE WALK I I 1 59.67 ( 88 \X / �\ '��\°� 9\ i 1 G) Z ti N AVD ) \ 35 L.F.-SWALE II j I F.F.E. = 15.50 ( 15.20 ' \\ / \ \,� I I I z I I � \ / � � \ \ I I � rr, � D a \ 0 - 1 - COVERED' 13.70Ll 1I i _ 1 I 1 1.0; i�l GARAGE PORCH --�-1450 L " -f•,LP�1" \'x ) I I 1 \I- s � � � Q - PR 1 7 2017 I I 1 FFE=14.10 3-6" I ( I" I ,l °c� D < 0 N (NAVD 88) STEPS \ \ \ I P "� \s- ,.., 4, CSF / CRE E 1 \ i fi I 'o- O0 rn p °a S -- _ CON T \ � 0' \ U, � W 10.0 z I i 4� ° . , a WALK 1�' 1 1r,I f� - ---I oc � I ° `. ° a ° • °' ° � 21� I IAC) �1,0" IPAh<4 CJ LF.NSWALE 17 5 h, 1 \a CO RCRET� ° ° ` . _- -�0'\\ R.L.\ --- 42 / / / I I Q q'a ° D � ^ Q y, p B -15 -- � i / / I m c�w U) W o a °/.. n a -14- - / / 1 o rn rn ci 6 6 co 30' B.R.L. • � - d/ � - - - -13- � / / ( x S41*30'44"W a W m Wco E co ?2 � CHORD=40.28' oo V U a o c,, 1 .. I , - -12- - .vl . Cl, / DELTA=84°21'08" Z a -12- APPROVED - - - - - - - / - RADIUS=30.00' MLP� ad ARC=44.17' C`eje\A "'N' �10.0 , 2.82 (7.166.62)EA oHE te �+♦�+_c+_I-+fe Zve" UgQj vv0 g H �- S83°41'18' OHE - r - - - , - _ - - -g- BE MARK �� Y - - - 4 S_g3°41...__.._18'_W - - 12" Q- OHE _ A BC CATCH BASIN ELEV. (6.50) - v M _ CP - ' N f6 85 6.94 GRATE 6.53 ) 150.44' _9 - - - - - - - - -8- - " 4 .0 6.67 G )„ NGVD (1988 - a : OHE ® (7,08)Bc �.. ' �6.75�EAN.E. INV.(.228) 24 RCP SET PKN&D a GUTTER ( ) 1B" CURB AND S.W. INV. 2.28 24" RCP fq LA E = TRB HH - - f 6.98 N C� U B f7.04 f6.90 NT RY C L ----- - .e,, k7--0 3 7.16)BC � s WAY) N ' ff ORW . a 18„ CU B AND GUTTER 6.92 G (7.08) x O� 8 7.32 BC 6.98 EA - C6 RIGH �+ o.c.: 7.02�G - - -- TH STREET RW RW 4 l / 7.11)EA ��1 FORMERLY 16 °°`°' A ril 13 2017 - AS PER PLAT S�a�: -------- - Sheet C-1 x 22 L F.--SWALE 9.5 ` p00(o OT 3 SELVA MARINA UNIT NO. 6 AB*34' - --- 2� PAL?' TRB �D - - 10= L PLAT BOOK 3 , PAGES 51, 51A & 51B 10.5 A. 8 BLOCK 6 _ - e i C':/:. / i ' LO 22, BLOCK 6 q,`I"; cnl GROUIND I�2'�I Z T 30 L.F.rySWA E p i I 10"/ PALMS � = r`° Iv 117 r;K. _ �- - 9.5 I LOT123, `o QZ SWALE DETAIL =t.4 17' / 13.0 r / 16 E - �� \7�\-\ b OAI'•f 1 Q{ PLgCK 6 N.T.S. C � \, .... �- \ ' ''A� • �2 VC 4 1 .D 4N89°20'10"� / -// sT D PiPEs- io'rra-- \ 1�2 0 _ _I S89'20'10"W - ' - -J- - - - -� -f-- - Z 5' 7A -' 88 0 "E I ( a �� 1G„ 1v,\ H >i19 .2 I ► N� 193.58' / 4' moo. WP 2� / / I��..�I '-- cAKi \ ,1' I u r'T ��- I / CONTR'OL P NEL ��i0'. ® AK 28 L F.�SWALE " I ­1 'P:,_ o I 5' Hit - -�1�,. K V 10" PALIjJI �.. IVA A �° T" 1 o rn m 12.0 I ��, '� ��„GMA,G:� - I 1�q�020" ��K I /� A I mow I . / N _ LOT 2 \ - � ? I / \ Ro UNIT i4�" ;,^. 1 I BLOC 61 x 1 �I /COVE�ED/� / I \ o f r ( MLP / 1 #1600 �,`pORCH\ LOT 1, 1 -N\ \ / I \ c ROPOSED RESIDENCE BLOCK 6 I I FAUX GRASS PROPOSED \ - -/ �12� \ \ I \ORI; I BRICK LINED 1 AREA BUILDING ENVELOPEW \�\_ / {s2\ h.;1 ;\ � �\ D -) o WALK 59.67' (D) X 97.17 ( \ � ,��'i 3" P t,.Lr4- �'� '° 9 1 m �, z cn LTJ � CONCRETE I i = 15.50 (N AVD 88) XI �\ �� I G� 35 L.F.-SWALE I I i F.F.E. 15.20 / \\ / � ' \ \ � \ 1 I I > 1 I 1 m f. _COVERED' 13.70 / \ \ \ .�� �\ I' LII. \ I D O N Z POR .. s \ 1 1 1.0 1-, I GARAGE 14.50 1 a.. AL"1� �A 1 I a 0 I ~t- I D J I FFE=14.10 ( \ \ I„ I I I c a 2017 3-s" I I, ,. -� APR 1 7 N �� I �� (NA�p 88) ( \ \� <` 9- - 00 I 0 •. 4' CLF . STEPS •� (� \ i '°- fi CONCRETE \ rn \ Lp 10.0 ALK I 00 '� �' , 'COtdCREIE , \ R L. r 42 L F.NSWALE 1 ( . r,(_Iv1I DRIVE . .° 30' \e 15- 42 / / I �yj •/ � - / / + omm Y W W O -14- STOP fl o 2 E 30' B.RL \� - a •/ ./ �� - - - -13- - / / / � / / x S41*30'44"W a W m m 1 �2 �• - - - - r'� '�4" / / CHORD=40.28 c - - - - - w r - / DELTA=84°21'08" co Z Z - - -12-12 / LL l / RADIUS=30.00' ��n� nrrrW g m � MLP -11- - _ o2 /19 ARC=44.17' w001 irk- W b 10 0 I o �/' • - - - - - - - - r 52.8 2�- 1 / / (6.62)EA OHE S _- _ _ Pit :� (;L. - � �� .. . _10 - -9- - - V b _S8_3'4118 W - - - co jo- -9- / / OHE -s- - - 94 BC - / BENCH MARK S83°41 18"W - - 12' s - - OHE _ - - - - - f6.85 6 CATCH BASIN ELEV. (6.50 - W rn _ 8 12' p GRATE 6.53 = _ , �` ^ ------ 150.44' o - - - - - - - -8- 4 C 6.67 G N.E. INV. 2.28 24)' RCP NGVD (1988 QHE _9 T�HH / 7.08 BC 18" CURB AND GUTTER �g_75�EA SET PKN&D o f6.98 S.W. INV. 2.28 24" RCP _ LANE TRB _ - - - B ' ±7.04 f6.90 NT RY CLU _ -_ - - ? - ITO e 7.16)BG C 0 _ -- -- WAY\ I� `v patIpneE: 4 AND GUTTER S6 92)G (7.08) - OF ) DW .d: ) x ' RIGHT � n:��� o.G: 7.32 BC 18" CUR 6.98 EA - �-- (60 7.02))G -- - 16TH STREET scde R"" 4 7.11)EA ��� _ - ---- FORMERLYA,3 2017 - - AS PER PLAT ode: 1•.20' Sheet C-1 x :+ J Q1(o 10.5 9.5 00 0 -1 L SELVA MARINA UNIT NO. 6 1g8 34 T®B °JO➢ 10' � LOT 3, PLAT BOOK 34, PAGES 51, 51A & 516 10.5 BLOCK 6 _ A— — — �/ W EXISTING n LOT 22, BLOCK 6 �\ _ GROUND I-2N W •I co- � 8N' 13.0 9'S `� LOT 23, �� SWALE DETAIL � N 3,1Q„E �. �-��' FLOCK 6 N.T.S. . 7 .Q - \ u) 31 LF - 8” ADS PIPE V n � 12.0 - I ® 0.50% SLOPE �2" VC (4) ,°, is E�ZC 'N8 _0'10"E ST D PIPES - - 12 06'- - - - -- ► All S89'20'10"W - - - - -4- --r , - -- - - - - - - - -- - Nz 193.58' I __ , 0 '_ 8 0 ' E 4" So. WP 19 .23' ► e,o ^�'u LEANOUT CONTROL P NEL INV.=13.10 >' R 40 LF - 8" ADS PIPE AU ® 50% SLOPE 56 LF - 8" ADS PIPE CD CLEANOUT �° ® 0.50% SLOPE o rn 6 rn m 12.0 INV.=11.50 LOT 2, co 0 m J O �' BLOCK 6 D -v I 571 SF a coD " 11.0 ��-� CLE ANOUT MLP 0 LOT 1, INV. 12.50 424 SF q 6 BLOCK 6I " CONN O _- 327 SF ^ � TO ROOF DRAIN o m (IYP., REFER TO \'o m z � � m $ i I RCH. PLAN m t i I IFOR EXACT o m = i I 420 SJ- LEANOUT DOWNSPOUT I I INV.=11.50 LOCATION) cu M 10 LF - 8" ADS PIPE ` . j ID N Z ® 0.50% SLOPE I I .`' �s r m O Q Q 11.0 I I D00 0 -i H 4' OAF 'T . \ \ X70_ \ O° Lp 10.0 Z I \I {cy I d d \ d J 0' B.R.L.\ 3 -15-- u Q w y N I I I 1 < S d �. a d b---- 4 -L1 J d MSP (o N� Y LLJ U O O 0')m G a i STOP Q 30' B.R.L. x S41°30'44"W a w m 'co g d. o CHORD=40.28' o v w w l I 1 e. � �• DELTA=84°21'08" Z F / RADIUS=30.00' ``,��%%� ��1' i� q, MLPO - ARC=44.17' 4 * `t_}�� Z °-� X10 (7.19 �*-rr'C' vz V 10.0 V I d ' -- � 152.82�_ (7.16) oHE ` S83°41'1 BHE 1j BENCH MARK cn 12" OH 12' MAX IN ROW 6.94 BC CATCH ASIN ELEV. (6.50 i .Z 14 R S83'41'18 W- - - S0. § cPP MAX IN RO GRATE 6.53) NGVD 1988 •v c w ---- - 150.44' D 12' < 4 BC 6.67 G N.E. INV. 2.28 24" RCP UHE T�HH 7.08 BC 1 GUTTER Z " CURB AND �6.75�EA S.W. INV.(2.28)228 24" RCP SET P N&D TRB Y o p LU B LAN _ ---- 7.16 BC C p U N "� — -- p f r� Deelpad. d URB AND GUT R 6.92 G x.08) x— O, WAY) c4, �O . 7.32 BC 18„ 6.98 EA _ (\ RIGHT OF �W d: oxo: �01)EA ��� a — — ---_____ Y 16TH STREET Date; RW 13 2017 F — NEW MIAMI CURB AND FORMERS PER PLAT V°'` r"2a - --- GUTTER C_2 Sheet x 55 L.F.NSWALE 9.0 \ 91 00Do " SEL VA MARINA UNIT N0. 6 \ 1a8 34' �� 2�" PAL TR "rn s $ LOT 3, PLAT BOOK 34, PAGES 51, 51A & 51 B - - - - = 11.5 :3: BLOCK 6 WC. EXISTING LOT 22, BLOCK 6 12' ALM-'4 GROUND �2'� E i 8' PtLM -�,. OA --�-� - - - v` 107PALM 1p va / 14.0 % ! f�� � � 16" OAKf LOT 23, Q� SWALE DETAIL - . 6"E I 0 N.T.S. 2 Rg / Nig• 3'1 , ,� l> \ e17" oAK N �LCCK 6 orz I I 11 PA .h? \, / V 'p - N89'2(�'10='� ' -/ STAND PIF VC PES- o Tw'-- -\ 1".0\ I ---� W 210� S89'2010 W L_� - -�-=-- -J- ---y--t -� ,--f- "'z 193.58' S ,' �� - N8§`20=1E / 4'' SG2. WP(2) \7? 19", 15� 4' HgL19 .2 / NV 2 M.l�� W. OAK TW.\ �y 8 I CONTI L PANEL �3'�{10L \6" AK \ \ �� ® f� R A / I 5„ HOL.--- - - 15" �7AK\ 10" PALr �° n /° 2 K 1 M 4" HOL � * 11� o \ ^ rn rn rn m I �„ / 15" MAG �� N 1�4.Ur020" OA.K J \ I �JJ I DENIED N41. ����• •�/� A\C 14.50 / I � , LOT 2, s' r / WAD x UNIT 43" OAK - I \ I BOCK 6t I � D h� z I �covRHD1 MLP o I � 0 � I V LOT 1, I I A #1600 i 11 PROPQ ED,._ \ c BLOCK 6 I •I• 1 FAUX G ASS PROPOSED RESIDENCE - -/ - I AREA ; BUILDING ENVELOPE -x '12 023" M)kG. g>, 0 \ 0 1 I o 0 /1 5, D X 97.17 (W) ,r - \ �� \'O \9 I rri 1 > Lf) �7 1 ' .67 88 �� �1��13' PALf� \ �� i o70 = 15.50 (NAS ) X / \ I = 170 L.F.-SWALE IIr 1 F. E. / \� / / ' �\ �� �, \ 1 I I C I 1 15.20 , \ -� \ , \ „ I Arn C� BRICK LINED 1 COVER 13.70 / �� r ��•1 IP L \ I > O NCRETE WALK 1 E PORCH_ - /� S \, 1 I \ � p Q CO I GA AG _ I-14.501,E PALM A I i D � I II. i FFE 88) 3_5� °I I \\ \ •11`� �A��M \\9- a a'I -< ` O a 4 C`� I� 1 (NA) STEPS I \ 1"1 P L i �' ► �'o_ 00 I h'1 'I 1 ��• CONCRETE �, \ � W N ��\ \ I N 4�.. G WALK .° \ zo `1� �I • , a , \ \ 1�„ P�ALA A I I\ 1 �RA L h�u' - a: 1 �' 1• C' \ \ -f 21 �HEC) `1 C" IPA M I L5 a 003" AL •�. ` tQCFtET '.. \ / 1 ( P tLM °CO VE , 30 RRL' -15� / I °p a H U- ui mc�w N •I i d' �� ` \ - -14- -' � // / // / Mpp Y w U O / STOP Q2 9 R.L 1 `.` .- - / _ - - / / x S41*30'44"W Q w m N ,. . 2 CHORD=40.28 o . LA ' I 1� \.. . - - � J .. - - - - -12- - MYR. CL., / DELTA=84'21'08" ~ Z ' - - - - - - - -12- � - Y - - - -11- - � � / / RADIUS=30.00' ���,��" ►� I ,. _ MLPQ -11- - a: 2' 2„/ ARC=44.17° ``°`� 10.0 i �'� �.- :. - - - - - / 152 2 = -1G ��YP ) A OME G,, f a L 7.16 8 U .Ik 583.4118 - - - - 9 OH_ _ _ - - - - // BENCH MAR P.. � Z _ - 8. - S83'41'18�_ __ -- - 12 RPO. - . ..... __.OHE - r a 6.94 BC CATCH ASI V - � . ._ - - - - - - x -+ 85 6.67G v�150.44 GRATE 6.5- - - SW a�H- 7 08 E:,y > 18" CURB AND GUTTER �6 75 EA N.E.E. INV. 2.28 2 " , W. INV.�2.28� 24" RCP < -+6.98 �- p SAN E _ 114"' _ -B-:i-7.04TR - - -- t6.90J� CLUB - ___ ----- `-- 0UWRY - _ - --7.16 Bc LIAR 3 0 ,,;- UTTER 6.92�G (7.0 ` x _ OF WAY) o a CURB AND )))))) -__-____ N LL ,s" X60' RIGHT 7.32 BC 6.98 EA -- ch.auc aa: RW RW 7.02 G ___ -- STREET FORMERLY 16TH Data 4 7.11 EA ��, March 28 2017 ___---------- u'rlding Department - - AS PER PLAT __ __,� smw -- City of Atlantic Beach, Ft Z� C-1 sheat 55 L.F.-SWALE �j co(D x ° O co 0 SEL VA MARINAUNIT N0. 6 \ 18$.34' 9 0 �� 2 PAL9r/1 TRg W"D -10_-� - - s '" LOT 3, PLAT BOOK 34, PAGES 51, 51A & 51B Q 11,5 _ \ _ �' wc. NG BLOCK 6 LOT 22, LOCK 6 \ �'� / .`� ' . - -�_ 2" FjALM J �I GROUND �2'� 3 nC„ C K \ 17' G. --- U, �C5 10"/ PALMS �' . 8°z i \8' P LM „ CA ---� - - v / ,1 ,,E 14.0 �\ I ,,2Z � 16 oAK�- - �f. pcv PL qCK 36 Q� SWA NE DETAIL i/ N7 •Q3 'R 5►f A I _� 1 rye, PA\M \ X17" OAK f V Q�^! ,> ' f •' -�_/N89'2C�'10"� • y -STAND PIPES O,TW11 '-- -� 1".G '_ I f W o S89'2010 W L-� _'�--=- -f J--1_j-•--�--�-- -f--- +Z 193.58' �� n N8 11-YU"E / 4'f��SSQ WP(2) \�?\,, 19", 15\ 4" H L�9 .2 / 0- � '2 MASS W. ' f / CONT L PANEL ,�\H0 AK TWA\\ 6" AK \ \ f „ \ DENIED `° A .P d I 5" HOL.. -4,15" bAK\1 \ \ 10 `PAl_� m a . K lj 15" MA,C:,�� 1 i N 1�4�5020„�\KHaL- �, \` \ I Acs'.�/� /714.50 / - LOT 20 L4 UNIT �� OAK � � I.//� A C Z„ �' I i � ,BLOCK 6i91 mG�m x I I J�/COVE�ED1 I o cc s \PORCH MLP / LOT 1, I I D #1600 E i'` \ / /� i a °D ^ BLOCK 6 I •I• II FAIRJXPo ASS PROPOSED RF c� C) � - / �✓ ��2 !23" MSG"Ir . \8„ Off\ ` O \ c I D O o AR BUILDING ENVELOPE _/ V 59.67' ( ) X 97. 70 17' (W) 1) I D �13" PALM` '�� �� 9\ I a NAVD 88) t 170 L.F.-SWALE I I 1 F.F.E. = 15.50 ( \\ \ \\ \� ► c X � m 15.20 rrl > _ I 13.70 / \ \ 1 1 r 0 BRICK LINEDI 1 COVERED ��/ \�S 'a, 1 " IP Ly \ > (7 CONCRETE WALK I 1 PORCH / \'A 1 I \ m I wl. I FFE-1410 �GE '--t-1I4.501,�'�PALM� � I I I I \8 D CC � a N I t 88) 3_g 1 ` \\ \ •J1� �AI�M \�9- ICc- < J CSF II I (NA STEPS _ 4' • (� \� \ I f N Co 1 m - �•I1' j X74. : CONCRETE rn \ 01 4. o WALK \ 1 P�ALA I I, 1�'«PALO' - I :I: 1 1 AL �.��' '. a. 1 \ 21��HIC�\�1 U" IPA'_M I J J e Q0 „ Cp CRET i : - \ g.R.L\ i / / L --C 30' 1 i,P LM �.�. 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I N V.�2.28 2 ' LAN -a TRe _ - - ±6.90 1 ' 1.1"r R CLUB - 8001 b.. 3 - ±7.04 ITER 7.16 BC O - s' --�- MAR 3 0 2017 0 E GU _ _ WAY) � CURB AND 6.92 (7.08) x-------- OF N �14, �' 1pti LL 7.32)BC 18" 6.98 EA __x - (60' RIGHT 0.R: 4 p1)))EA �� _ -- - _ 16TH STREET D RW March 28 2017 s- � - _ FORMERLY R PLAT Building Depaftent --------` C P E �1d'=2U eitv meet SEL VA MARINA UNIT NO. 6 55 L.F.NSWALE J 00 m x LOT 3, PLA T BOOK 34, P GES 51, 51A & 51B `� 9.0 000(o BLOCK 6 IBB.34! 2� PALY TRB "> 11.5 .CU � LOT 22, BLOCK 6 � \ .�� . : � • �_�� C. LA / %`,0> 0 K \ 7' � G� ' • _ o 12„ VALM J U►� EXISTING �` v \8" PALM T p GROUND / E 14.0 1`�' UAI�__--� - ��. I �� 10"/ PAL c N7 •0316" I � W r �'�'� 16" QAKi LOT 23, 00 y? �, 8 2 E "' R�S�MA I to 11�' PA.\M "17" OAK `� PL CK 6 1 SWALE DETAIL S89'20'10"W _� / _2' PVC (4) / N.T.S. 193.58' "- -� ��-=-- N89*2d'l0_11 /- / -� _STA_NDD PIPES 3". I 1 1 2.01 '_ I R r 1✓' " Mme-T'w: \ N8 0-1� E 1 / 4,1 4i� ----- - 1 v „ 2 Q. WP 2 7 \ "�---- �S ( ) 2 19", i5" 4" H L19�AK .2 cn I 8 / CON TR L PANEL OAK TW. \ �,o A / P �s�HOL. 6., / 15" MAG.�� \ T i 1^�0 4" HOL�� #15� �AK \ \ 10"`PALM DENIEU N �� A\C 14.50 / I N _20" OAK �� \ \ �, I.// UNIT OAK I '� � , LOT 2, <' \ IoW I i ' i • ISBL BLOCK 61 I l ; !• ft l��/G I � LOT 1, I I J /COVEkEDA 'a ) I \ 9) . , I 40 ORCFMLP BLOCK 6 PROPOSED #1600 / o DENCE FAUX GRASS PROPOSED RESI o Ii1 AR _, - / o /I BUILDING ENVELOPE ��2' ,8 O QK °D I 59.67 (D) X 97.17' (N1) / t 2\ WkG. \ ` c`� X I o ca I II II X \ / o70 rr D170 LF.NSWALE AND 88) 13" PAL�' F.F.E. 15.50 (N 15.20 R BRICK LINED I COVERED- \ \ ..�i I I s_ mm DCONCRETE WALK . 0 PORCH GARAGE I s 14FFE= 4.10 �0 � Lrri o ? Z3-6" CLF (NAV) 88) STEPS I. i 13 a�AM O _ •I I .. ` ° \ � ' w N CONCRETE a. � �zd WALK I m o C --r PAL 19"( AL00 ° ' .• RETC0C.L4. \ J 21 t IIc) 0" IPA+I MI -I I .a <. _'e.. •.. .` Qf�IVE °-._.c_-� ,` a _ �-__ ..ia: aQ \B.R.L. 15- 30' 4-.-ll1 I _ ' - --- a14- LLI - / / SOP YWU � I ' L % - -13- i w I Y .�. - / / / ¢ x S41'30'44"W Q w w _ - - - - _ _ - a _ - _ 2,, -4''4 ' I a w m N i - - - -12- �:.- _ -12- - -MYR: CL.� / CHORD=40.28' o Q U w 7- DELTA= 0 ir p: o " 10.0r�LP -11- - - � a. - - -11 / / / Z z > 11 - • �o2� L'. 2„/ RADIUS=30.00' ,�����.���� �fn� ,,��. i _ 10- - - - 152.82 ---2"- ��YR. �i.1 ARC=44.17' c . .a . .. M YR. L. - - S834118 `- 3'41 18 W .__ - - -9- - -- - -9- - _. - •` Q) - . �. 4 ---- Cj 12 SQ. - S$ 0HE ._ .......... - - - r /1 J �' ` - - s - - 150 44 ✓'cPP - - _ t C���E... - - - -8 i I � ,`� ON:F . _9- � - - _ - - - - - -8- - - - 16.85 6.94 BC CATCH ASIN C = " N THN 7.08 E:, (6.67)G GRATE 6.52 v r TRB -- - 16.98 18" CURB AND GUTTER ( ) 6.75 EA N.E. INV. 2.28 22; R `,,) Z E - -8-17.04 LAN E S.W. INV.�2.28�„24 R�� SET P N&D , 7.16 BC 16.90 CLUB ____ - - _ 18" CURB AND GUT ER 6,92 G C 0 U NT RY _ --- - -.7.32 BC 6.98TEA (7.08) __-. WAY MAR 3 0 ? �� 6"`� ,.� - 7.02 G x----- �� 17.01 ��� E 7.11 EA �� --- _ (60' RIGHT OF ) N �s „ Draw �- FORMERLY 16TH STREET aG -- - _- Building Departrrten RW RW AS PER PLAT March 282017 City of Atlantic Beach, ' 5oda 20 �,.,, C-1 Ja1� 55 L.F.-SWALE o oo cn x 9.0 W"O r SEL VA MAR NA UNIT NO. 6 ' I / ""' -1°� -� s Orn 188.34 \ 2� PALM TRB D - - - - - - - LOT 3, 21 PLAT BOOK 34, AGES 51, 51A & 51B A 11,5 I / / �i ^ � - - �` `� BLOCK 6 SEC. / U► I EXISTING c lis ,,hg LOT 2Z BLOCK 6 �� �-� ' .' • _o 12" {�ALM•'� �� GROUND%i �� -�` �+ 8 / iJ 0 K \\8„ P LM .k I' O11G -�`�- - - � ' 10�/ PALMS c in Z > LOT 23, Q� SWALE DETAIL / 16,.E 14.0 N, � w f ��2\ 16' OAKS N.T.S. � en i/ 78.03_'A 11`' PA\M \\. *17" OAK PLqCK 61 v r� I • ? PVC 4 3" ,., o$ a9 _ • .� /N89'2�'10U_'� ' `TND PIPES_ 0'TW.__ I _l 12 0\ '_ I _- I ► 96 E S89'20'10"W __ . -J_ - -_-�--� _0P I ► Z 5`r N8�3'20'1�"E I '( �7 19"> 15� 4" L19 .2 0N� 4 X54. WP(2) 2 / �_u R 193.58 ' ' •2� . l'V4 CONTROL PANEL �' HOL�OAK TW. \ �6" AK \ \ �, I 01 8 A 1 1 1 5" HOL -� � CP 10" PAL L n I 1 D A P Vr n I 615" �AK \ f m I 2 / • K `% 15" MAG 1� I I ry 04q`KHOL�� A C AG- 14.50 / I +N ( ` / / °c°,"p N I• / UNIT 43" OAK I I BLOCK 61 I I \ I ' covEkED,, / \ o j. I / MLP / I ,`PORCH\ / � I � LOT 1, I #1600 i l / - BLOCK 6 II •I• It PROPOSED �RASS PROPOSED RESIDENCE \ ' co c, \ __ _ \ I' EA BUILDING ENVELOPE _x '12 023" MSG. � 8„ (��\ 1 0 p I �. _ ` _ C F JIj A 59.67' (D) X 97.17' (W) \ � 3" PALNT \ \'� \'o \� I m �, z U) - m ' I I N AVO 88) \ \ \ \ \ I 1 o v 0 t 170 L.F.-SWALE I II: i F.F.E. = 15.50 ( 15.20rn D o BRICK LINED ►I F( COVERED 13.70 l `�' \ ���s \ • �411 LY Y \ 8 I 04 Z Q CONCR�E WALK PORCH o ARAGE 0- �5 � PALMD E=14103-6" QO- n'j1 PI �At�M 19 - AVD 88) STEPS 1„ L = 001 M I I �� ' • : CONCRETE a WALK Ps 1 :I: 1 a • AL ..e•: RET. . . .. ' . >\ �--- � 21��HIC) ,> IPA h�4' i J 'i P LM Co. IVE •' ..' - 4- r.' _ 30 \B.R.L•� `15--- / / / 1 0 a F- .4 ui P A. D _ I MOW IJ •I• I 'n.. y'v- •a \ /"fid-�'�.'a . .i a \ \ - -14- - / // / // MPP cDNd Y W V 0 y oc ,�. •/ 1..�• \ / l STOP Wz 30' B.R.L. - I ° ,. I y: - - - -13- - / / / x S41'30'44"W a w m 8 w - / g - - - 2., >�4 / I CHORD=40.28' o V u' LA I \ - -- - - - 12- - P�YR. CL. / DELTA=84'21'08" CD � Z �z > -12- - • Y - - - -11- - / _ / RADIUS=30.00' W N - 1 111111 Cy��. f� LP / ' _ 2��p� �9YR CII`�.19 ARC=44.17 `���`� _ �� i�,�w 10.0 11� _ _ 152.82 MYR. CL. - / (7.16 (6.62)EA_ -GHE ``O�cCj - - - - - - - J _&8_3'41 18 W -s OHE - - - ` - // BENCH MAR - Z 2 - - - -B- S83'41'18"W __ -- 12" SO• �- _.__ _.. _... - - C��'E t6 85 6.94 BC CATCH _------ �i CPP_ -.g- _ .. .. GRATE �A 6. � F� ' P 4 150.44 -` - ---------' -9-� - - - - GUTTER S W (6.67 G N.E. INV. 2.28 4>, m C � TNN f6.98 7.08 B 18" CURB AND (6.75 EA W. INV.i,2.28) 24 RCP TRB - - - fs.so �( CLUB LAN _ -- - - 3 _ -8-f7.o4 U NT R - -- LIAR 3 0 2017 e 7.16 BC WAY\ ' CURB A D GUTTER 6.92 G (7.08) __._ _ QF ) RW 18' 98 EA - x- , RIGHT ,,,,�� . 7.32 BC 6. - �____ 60 -� pRW ac: qj 1 -- ( RW RW S4 7.02`1G .._-__- Y 16TH STREE 7.11)E �) _ --------- FORMERL PLAT Building Department Mamh282017 _ AS PER Citi/ Of Atlanfr. R���� r' 1•=20' CITY OF ATLANTIC BEACH t 800 Seminole Road OFFICE COPY AtlanticBeach, Flor04)ida 32233 47-5800 f Telephone(904)247-5800 J FAX(904)247-5845 vii REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date:_$_"(__I.'[ __ Received by:_ Resubmitted: Permit Number:I-1-5F 0.-33 9__ Original Plans Examiner: _._ Project Project Address:1600. lbi �+.lecr Contraetor: i`„�s.a,�,�i reSN. �S Contact Name.�'gy.64Yt.--ill Contact Phone : Conta . 'a �vc�cSyrac..+eieaw Revision Plan Check/ Peunit Fee(s) Doc: $ $T 0 `U Description of Proposed Revision to Existina Permit: Additional Increase in Building Value: $0__-- Additional S.F.k__ _______ Site Plan Revised: _ Public W /U Approval:._ By signing below. I(pnm nWYC) _. _ . atLnn that the above revision is inclusive orthe proposed changes. Signahue ofContractor/Agent a I nor mol io nm.W'.h'al 0 Date .—y—_____. __. '�[ 011ia❑u only —. UWc _23r �-7 AOprwN._ . /� a.]acud _ _.__.._ Nnldied Ar Plan Revi w C mments: / COA PC Can De artment review required Yes No ull0in annm BZonm Plans Examiner +e Administrator WoIV ! _ 1.7 •/ 7 Date CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: Received by:__ Resubmitted: —._._... Permit Nunladva-aP0.-%3'�9 Original Plans Examiner: Project Project Address: I.Wo ;b.r�.ksrccea _.--_— Contractor. " Contact Name. Contact Phone :_ _ Contact e m lilts;„d�,S,U ,nj abrr.�...�plymr�eply` Revision Plan Check / Permit Fee (s) Duc: $ Description of Proposed Revision to Existing Permit: Additional Increase in Building Value: $A- _ -. . __ Additional Site Plan Revised: Public W/U Approval:--------- By ____--By signing below. I ramdaWncl _ n0imi that the above revision is inclusive of the proposed changes. Slgnamre ofCun[ractor/Agent aol +u,r.OI g iuy,mmc Dare —_. omsc u�pots Ap.,ed._. / aaleoedNwlied by Plan Review Comments: De artment review required Yes No _uildin - - -__ annm 8 Zonm - Plans Examiner +e Administrator Wo - -- _ eE CITY OF ATLANTIC BEACH ��JJ 800 Seminole Road 209 Atlantic Beach, Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Received by:.. Resubmitted: Permit Number I'7-SF Original Plans Examiner: Project Naniz:-kJQ jlaD6_ Project Address: 1)1.ZO1�,r�.1u<m� QFS� _ Contractor. `�ys _(ywr`,c,�,�i rcK n�trY�er4 _ Contact Name q Otlk-0511 Contact Phone : Contact e mnl:Cx�� \\ ti'Ad�rr.m.�ic�LCS�iea>`�Setlµ Revision Plan Check/ Permil Fcc (s) Doc $ _ Description of Proposed Revision to Existing Permit: Additional Increase in Building Value: $J6---- Additional S.F.4__ ----- — Site Plan Revised: Public W/ U Approval: By signing below. I (prim xwike) ____... _ . affirm that the above revision is inclusive of the proposed changes. Signature cf Contractor/Agent lc roman rmil w I or.,r,e ilk vmu,Jl,op Dale Uaa - Appruv J._ ItalaanJ.. Nnulialhv _. Plan Review Comments: department review required Yes_ No ��/0�� mldm rte/'} ✓/ annm 8 Zonm Plans Examiner ,e Administrator DatC Y /unw Drum x., Z-. I yAUG '] L 2011 _ CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, Florida 32233 BY:---- Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: -"7 - I—( Received by: Resubmitted: Permit Number:1-7-5F 0.-33 9 Original Plans Examiner: Project Name:4"�W A1.W Project Address: LLQo \., Contractori,.n,. C+rsuv vel �1 rcr�v s[dcc� Contact Neme:.� .�Q ..pg.17_______. __-__ Contact Phone : _ Contact e-inr_ ail: ••. .0 � ,o Revision Plan Check /Pcrmit Fee(s) Due: $ _ Description of Proposed Revision to Existing Permit: Additional Increase in Building Value: $ _ Additional S.F.QS Site Plan Revised: Public W/U Approval: By signing below. I Inrloi nwncl affirm that the above revision is inclusive of the proposed changes. Signature of Contractor/Agent rtonus.-mi ,,List siv,ii L-s,.,t it.amim"sn Date nwu. I r7 & 7 Apdnwed:xitl�� Rpccmd _ NMiaNby'._. Plan Review Comments: Lcarea t" _ - Department revinw re �-rLulred Yes No //� l uildin -manning&zoning Tree Administrator Pens 8zaminer Plis Work ic Satety _ Date Fire Services DRAINAGE ANALYSIS AND STORMWATER MANAGEMENT PLAN for 1600 Park Terrace ATLANTIC BEACH, FLORIDA Prepared for: Dream Finders Homes April 12, 2017 Prepared by: r404: � � x..11 CONNELLY &WICKER INC. 10060 Skinner Lake Drive, Suite 500 Jacksonville, FL 32246 (904) 265-3030 • Fax (904) 265-303 o. Ricard C. FIL �e Comp. By: AMH Date: 8/4/2017 Public Works Department City of Atlantic Beach Permit No: Address: 1600 Park Terrace Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivision,and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter mnoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr minfall depth(9.3-inches for Atlantic Beach) Predevelooment Runoff Volume: Lot Area(A) = 26,397 ft2 sample calculation Runoff Coefficient Area Lot Area Description (ft2) (ft) ..C.. Wtd"C" Impervious 5,160 26,397 1.00 0.20 Pervious 21,237 26,397 0.20 0.16 Runoff CoeRcient(C)- 0.36 Runoff Volume V= 0.36 x 26,397 x 9.3 / 12 V= 7,291 It, Postdevelopment Runoff Volume: Lot Area(A) = 26,397 it' Runoff Coefficient Area Lot Area Description (k') (ft2) "C" Wtd"C" Imperyious Ti�� 26,397 1.00 0.27 %ISA= 27.0% Pervious 18,267 26,397 0.20 0.15 Runoff Coefficient(C)= 0.42 Runoff Volume V= 0.42 x 26,397 x 9.3 f 12 V= 8,512 ff1 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 8,512 - 7,291 DV= 1,221 ff3 Retention Sto ter Cela ABnnsite RetertimwenM W4n017 S L�' Comp. By: AMH J, Date: 8/4/2017 Public Works Department City of Atlantic Beach Permit No: Address: 1600 Park Terrace Provided Storage: Elevation Area Storage Impervious Area to Swale (ft) (ft') (ft') 0.0 86 0 BOTTOM 1.0 657 372 TOB Area= 650 (ft2) Elevation Area Storage (ft) (ft) (ft') 0.0 67 0 BOTTOM 1.0 313 190 TOB Area= 420 (ft2) Elevation Area Storage (ft) (ft) (ft') 0.0 55 0 BOTTOM 1.0 345 200 TOB Area= 327 (ft2) Elevation Area Storage (ft) (ft) (ft') 0.0 61 0 BOTTOM 1.0 367 214 TOB Area= 424 (ft2) Elevation Area Storage 1111 (ft2) (1t) 0.0 88 0 BOTTOM 1.0 568 328 TOB Area= 571 (ft2) Required Treatment Volume= 1,221 ft' Supplied Treatment Volume= 1,304 ft Required Impervious to Swale= 1,970 112 Supplied Impervious to Swale= 2,392 ft2 Retentiw Stormwater Calm ABnairte Retentiivw rrd al4=17 x VE 6" CONNEC11014 TO 21 L.F. 9.5 \) I � 0 10, -I 4� r ; ROOF DRAIN SWALE 10.5 �~ m`" SELVA MARINA UNIT NO. 6 34 2 _ PAL TRB > - - - - - _ - - _ •� ; (TYP, REFER TO ARCH. 188• \ ® ,� V 0 LOT 3, PLAT BOOK 34, PAGES 51, 51A & 51B �� PLAN FOR EXACT 10.5 BLOCK 6 DOWNSPOUT LOCATION) �\ I i '�/CSC. / EXISTING �2,� tiog LOT 22, BLOCK 6 \ �� - I \\ ,gyp.- �� 12" F/.ALM •� 0I GROUND "0" 0' \ /7 MAT. , W 10'/ PALM Q� v. d f \8" P\ LM 117' �iK ��- S.5- _ `�I. LOT�23, "' �� SWALE DETAIL � NQo 29 L/F.NSWALE b'„E 13.0 W F -i� � ,�1.5� 16" OAK g� �LC CK 6 I , N.T.S. C> v LA �� i ! C�JE/ OUTS o 17"24Ak.F.N I k-) o i 13.0 N� . 5 MAG.• I I 'I��•=1�' PVC (4) 6' $WALE 12'0 \ TAND PIPES \ 12.0 I _ 10'TW. v"z' 589'20'10"W - -I- -- �� ;2t�;10 �- / -��\------\ „ 119 .2 --- ► 3N_� rj \ - / 4 Q. P(2) 2 'c 8! 193.58 " AK TVJ.\ 6" AK I c $$ s r�- ` AGS t,- " / C T �L P L 43 LF-8 APE- \ \ L 8 N .1 t c 11 33 LFN8 �� 1 1 14.50 ® 0.50% SLOPE HO T _ - i5" AK\ \ 10"®PAL�4 m 12 27 L.F. SWALE / ADs IPE ® a .� \ r I •2 /' K 0.50% SLOPE o \ c°�v I . `7 15" MA N I 20" OAKLOT 2 \ JOW I CLEANOUT -- J�� \ _ ' ( I f D x N I INV.=13.10 4; 0 K / --rDOFF \ �BLOCK 6 t / 11 \ 91 D i\I Ro A/C 14.50 �2���( /�l ( \ \-' P /) I I \ o 111.0 r ( 12.0 NIT ` I o� LOT 1, '�\ $� RO 000 S NE SF \\ \ _\ 12� � �\ \ " �, �\ 1 r - 8" 0 �P� m BLOCK 6 II �� E ® � RE OP \ 23" MSG. \ o 1 m O o 1 1 PSP pPE \� ` D (�'� ° 1 I 005%5� OV 0 PROP. NG '� $�1 �\ \ \ '5-13" P A Lk) \\ \��\7�\ \s\ 1 rn 1 0 -o � � 1�'' 32� ev ` 000, �\ \ 1 1 c m ,i NP \ \ � - � o �� 35 L.F.NSWALE 1 i 1 OPOS PSS t S '000 X50 l 15.2 \ C�-1.4.50 \ �os� `'\ I 1 D I Fz G i \ IDS Z 1 I I FPv PR / � / \\ \ // ��.J t1 P/�,L I -I o - Z BRICK (LINED I F F• \/ � ,S \ \ I ' m p Q CONCRETE (WALK 1 I No�� _ R�N -/ \ \\ 1�'�PAL M� 0'R� 1 I I t �8 az OJ a 1 11.0 I W X20 c ',��y° G QORG / \ y I \ \ .�1 h, AI i �9_ �' .� / S \ �, 11"IP Lq �� opo ( m / 3-6 \ I o_ �CiF GE < STEPS ( \ LA rQ 1 " 4 10.0 F� ��l \ CONCRETE '. 13.50 \\ 1 >, PEAL\� i 11 , RAL I�i -1 I 24 LF-8 ADS PIPE Z 1 F WALK ® 0.50% SLOPE o I 1�(`- NP� a«', ••a , . .., r e \ _ ``� \ \X10" PA M I J J rn 1 \ �. . • : ,CQNCR�TE: \ 21 ` HIC 3' PNM e .13.30=-+. :dRIVE n a ©>\`& - 15� / / I I v a Wui 12 11 ALM" !.. .�.: < '•` • " `.i. / / / I mc�w W m 2 1 42 L.F.-SWALE I i q�6C �... , , �:�" p : .�.:: .a / MSP o�� ¢ 3€ a:� Y�`59'. +\ °/ �j • 14- - STOP rico co , „ Q w W � 1 .a / xl S41'30 44 W o- 0° 30' B R h ` 1 a /./ / 1 +'-. _1 - - / / CHORD=40.28' 2" o ¢ C) w « _ � ' 13.201 .•' / ' o a 12.00 - •- - "�.i.a - PYR. CL, / DELTA=84'21'08" , W Z -12- - - - / / / RADIUS-30.00 'om a MLP -11- - _ 8.80 -1?- - 2 , 2 19 ARC=44.17' 1 - - _ / Y OHI= ` _ - `°•. - _ 2 � � � R CJf ) Q' G aI - .- 0 1 - 9.70 _ oWM � R (7.16 6.6�.EA `• S�• F; •. 10 0 - 10- - ........y.-............ .. I . v , OW • a 152982- _ - 12' MAX IN R........ _ - - - i BENCH MAR _ L pn _ ELEV. (6.50) - - a f6.80 Bc ............................. 6.94 �' CATCH ASIN � ° '41'18"W 2 sQ. S8 °41'18- HE.............................. W _ _ - -� 16.85 G GRATE 6.53) NGVD 198 - �• S83�- - CPP............... _................................ . ... ...... 12 MAX�N - j�.....•- -- 0 GUTTER (6.67) N.E. INV. 2.28 24 RCP � 4 -.---- - 150.44 .._g_°�-.._ _ ( ) =. ` / f6.95 (7.08)60 1g" CURB & 6 75 EA S.W. INV.�2.28) 24" RCP SET P N&D �, ` LANE _ 4 OME... - H - >p . ,- N g ,., E 7.16 B NEW MIAMI CURB & 8 C C V - -_�- WAY N ` LL o GUT R 6.92 Gw GUTTER (TYP) (7.0 ) x-�� RIGHT OF R °RW 7.32)BC 18" CURB & 6.98 EIS - ---- 060 STREET 7.02 G MERCY 16 ug�9 20,E a 7.11)EA til FOR PER PLAT X20 C-1 Sheet x 6" CONNECTION TO 21 L.F. 9.5 \ o� ROOF DRAIN SWALE 10.5 , I / 0m I- 10'---j s SEL VA MARINA UNIT N0. 6 34 _ - - _ (TYP, REFER TO ARCH. 18$. ��� 2� ' PA T®B D - - - - - V a d . LOT 3, PLAT BOOK 34, DAGES 51, 51A & 51B �� PLAN FOR EXACT 10.5 DOWNSPOUT LOCATION) 8'j wc.��-� BLOCK 6 / W EXISTING c ,, LOT 2, BLOCK 6 /� \ '� 1 I '� 12" ALM'' LTLp V GROUND 1�2 M E &'-0'* 0 \ /7 MAG. w 10'/ PALMS c 29 L/°'F.-SWA E 13.0 \8 Pr LM 117' AK ��- S.� _ �'I. LOT 23) 00 Q• SWALE DETAIL 31b"E �'� Wryr`'T''�� ��_11.5' 1s7 /r/�,f7AI�LF. LOCK 6 N.T.S. `gyp, p / , °O , >r-_/ �\� Ln 'p y"��p,� Q x'11"24A1'T' N � I V 0- 13.0 $ _ 5 MAG.• I 1� 1"' e ° ( ) WALE / � , I W M 12.0 \ I PVC 4 6" E ^ �'�I •2 '10 / TND PIPES- 10'TW.-- 1 -� 12 0 - --- S89°20'10"W --� -- �0"- - - -s. Z 193.58, \\ N8 0°1�"E / 4� Q. (2) �'? 1 K w. \ T�6"19 .2 / JN- 9 501 N� { f G. 11G�- N " / C T SOL P =L 43 LF-8 �JP� AK \1 $ �, I I / 14.50 O 0.50% SLOENC .,T - _ `� 10 PALtI 27 L.F.-SWALE 8 ADS3P E O i X15" �?AK\ \ I m 21/' K� 0.50% SL?rE / a" HOL -_l ,11� o � \ � 0)°;0) i 1 v tvl A _ ,,, _2 C C�AK J J O CA l7 _ I AG. . / CLEANOUT p ` _�� �! /� ���� \\ _ L 0 T 2, t/ 1 1 CDC)D x P / INV.=13.10 4 ' G K -'00 pFF B�OCK 6l 1 \ / � I ��I o A/C 14.50 �2� /�I J ) / I \\ o 11.0 rte( 12.0 UNIT i C MLP / / I110 LOT 1, Ro N F \ oo BLOCK 6 I I XQ E RE O ' 023" M)kG \AskI o 1 m o 12 i y plt P 5 P P SE00 �NJ -II \ - \ , �, '\'q ` m D r� I I b 05°°� �pN°�y0 QFLO�� �N f ��l \ I I \ \ �� 13" PALfv'\ °\ I 1 rn c� �7 1 /N v.12 32� gv � JQ I �\ \ I rn = 35 L.F.-SWALE j I POs�`�s !� SF i p SNP 20 \\ Y\-1,4.50 � \ 1 I I 1 X ---j > I I P �� ORP �\ \\ \I i I 1rriO 0 BRICK LINED 1 F PRS� ' F F�' / 1 \ \\�/ ��/ �,S \ r �`�\'1 1PC �\ (r� 0 0 ZQ CONCRETE IWALK i 1 �oRcN \ \\ 1,&"�PALM� \,R\ I I I ,8 D 0 a ; I 11.0 w �2 ��1' PORE - : . \ ( ( .,�1 I" AI I \mss_ . C � F Ln I 4, L 3-6" \� \\ �� �1„1`P, L� 'o_ o STEPS 13.50 tp I INrl '� I 63 10.0 G� -bbb CONCRETE \ 1 " PALS I �1 1�> RALh- - . I I I 24 LF-8" ADS PIPE Z I FF WALK . . ., ...•< I • 1 O 0.50% SLOPE I 1 NP' i •• - `� �1 C" I P A M I J 12 rn 1 �. CQNCR�TE' �. , . 21 ' HICK Pr`s M ,i. _.. dRIYE n CID .13.30 .: a� b\ g:.. __- / / / / i Q I- " w p 13'� LM I .: ' --15 / / / I m cD w U) _ 42 L.F.-SWALE 1 O „ \ . . .'�1•�.•. • .� / i / M P cocv� Y W U o z, ornrn ,il • �'6 14 S1�oP Q LU 3 o . � _ a / / �•- +- - - � �� / x S41'3044 W a W m 30' B.R.L. h E-�'- � j 3.26 / 1 / I o U v i i , 2>, �, 4>, / CHORD=40.28' o Q - o a `e 12.00 - , i.2 - f YR. CL. / DELTA=84'21'08" co z > • I `. ,�, / fl RADIUS=30.00 «�>a, t--Mil � MLP _11- 8.80 -1�. _ ' / 2-°-'f> 2"/19 ARC=44.17' YR, 9.70 - _ Rc�, (7.16 ...6.2.)EA...... ..OHE......... o\cl10.0 F ••. ❑WM i 6. V . v \ . 1 152982'- _ _ AY' IN ROVE ...................................�.��.......... / I _ - - _ _ 68 � � ELEV. 5 M.. N S83•4118W � BENCH MAR � 1111 ± 0 6.94 BC CATCH ASIN (6. 0 �- � _ - 12" SQ - HE...,...... . . ±6185 _ - S83'41_--1� - - CPP - - - - ........................... . ... . 12 MAX IN R�W /................_.. - / 6.67 G GRATE 6.53) NGVD 1988 = ' a.... 0 & GUTTER S F-A N.E. INV.(2.28)� Sv�jj ---�- 150.44 _ - -- ±6.95 ( BC 18" CURE `6.75 S.W. INV. 2.28 „ aC U�WIE o E........... 7.08) 4 H LANE _ �'- '©i� •••F '� .'.� TRB _ - - ±7.00 Y C L11 D �-- � 4 '� NEW MIAMI CURB & c o U NT v _- - { } PROVED ,N , •` �� 716 B GUTTER TYP) (7.08) a,w.e aa: ( RIGHT OF WAY { ENIED RW RW 1S" CURB GUTTER 6 92 Gw _x /60 { OT APPLICABLE TO DE 7.32 BC 6.98 Ek - ��- ` STREETDda 7.02 _ ERLY 16TH u5t9 2017 4 7.11)EA �`l1 _ - �- FORM AS PER PLAT « ,•=20' _ ---- - Sh-t --1 MAP SHOWING PLOT PLAN OF LOT 2, BLOCK 6, SELVA MARINA UNIT NO. 2, ACCORDING TO PLAT A THEREOF AS RECORDED IN PLAT BOOK 27, PAGES 6 AND 6A, /N\ LOT 21,6 f TOGETHER WITH LOT 23, BLOCK 6, SELVA MARINA UNIT NO. 6, x--11+./, ,\,E`—' BLOCK ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 34, PAGES \S/ , A 51, 51A AND 516, OF THE CURRENT PUBLIC RECORDS OF DUVAL l �) COUNTY, FLORIDA. 'A VIOUS UNIT N0 5 2gA ' y LOT AREA 26,397USQT107S LU[ AKEAC26,397 SQ. FT. VA MARINA PAGES 29 'Z =PAD SEL0030, PA '�� PORCHESVERED 1 882 ATB n (f l TOTAL 3882 6 IT N51 B o1 g 3,882/26,397= 14.71% PL LOT 4, 0• 6 BLOCK SELVA MA PACES 51 51 A & t , TOTAL 6,267126,397= 23.74% PLAT B00K 34' LOT 22 � , BUILDING HEIGHT 31'9 11/16" t ' BLOCK 6 1 MND. 1/2'IP F O ID 71>8.41(F4 PA 2• TRg ABBREVIATIONS THAT MAY BE USED IN THIS SURVEY 18 .3 A ABBREVIATION DEFINITION LO 3. T T 5 B.R��' 3 e" 12 ALM• Sl 1'56'50"E (FM) FIELD MEASURED DATA BLOCK 6 K 7"MAG. LOT ,D PALM 37.58' BC BACK OF CURB 511'55'32"E((FM) ENO. �gp41 ' D E 9' LM 18 OAK• C 37.56'(FM) D CL. CLUSTER 1 o ID N79 0 +s"MAC. • - 1r PAM X17"°s CLF CHAIN LINK FENCE N89'20' 589'20' "W(FM) °o'w. ry 06' CM CONCRETE MONUMENT 589"20'10"W MNG N89'`'10"E 92.1i'(MM) 9 •2 4"Noi CONC. CONCRETE AUD TW w .p CPP CONCRETE POWER POLE 193.58' 0.27 WEST 1 YIP �. G 5'x 0•PA 0.13'SOUTH �iO ID23, q•�10I"� _ 4. 3 ,5• O —) DEC. DECIDUOUS X21 L9` 15"MAc� 20"OAK __tt ➢ rT'� EA EDGE OF ASPHALT >• 9"MAG. • 3""' (n 'L— F.F.E. FINISH FLOOR ELEVATION m I 43"OAK 15? �• •G LOT 2• -0 0 FL FLOOD LIGHT BLOCK M � FND. FOUND p (. I �5 ' -0 D G GUTTER 1. ((1 I'D E510ECPS ,b' w 1 •23" G •o W`D D O HCC. HICKORY A �� 1HOLLY 26"OAK j P �O �XNpNO 891 '`*. i3'P O c< m DOL INDIAN OLIVE Z I , �c-�05 S96Ts 75`•N( ,r ' R1 v IP IRON PIPE LOT 1, �'rz IPa FEE' �. .o,13 m. �\ .t" MAG. MAGNOLIA A SWCK UNED I 50' I a, m MLP METAL LIGHT POLE (Nj,t rn BLOC G " ,yAa `�" 6� �iPAlw m N MSP METAL SIGN POLE 1 _CpCB ,lo (\_\ W)� i 1.5' 121.0 30"OAK e? w " t P ,p1'ro m MYR. MYRTLE N OHE OVER HEAD ELECTRIC LINE ' !rtW. • a4 f I �" C � PA t ,L N TM S0. SQUARE uu ,LA;I' Cr PA THH 'TELEPHONE HAND HOLD 2 HI °.� •1Y PALM 1S�' N• TR. TRIPLET sN tT P4 - - 4 ,.FTRE TELEPHONE RISER BOX - S41'30'44"W TW, TWIN �, _„A,, P' - 2• CHORD=40.28' WM WATER METER 30 m o"- ' _ ' �'CL DELTA=84'21'08" WP WOOD POST — —+ ) 2• 2• RADIUS44.17'' 9"RAINTItEE 12 FN�. YR.C 583'40'30"W(FM t ARC=44.17' CL ' ID .t - FNO. 14. IIP D 152.82' CATCH gASp9 BENCH MAR 5 GRATE l 53) ELEV 8.50 5'• N.E.INV.(229g7 2•RCP NGVO((1988 S 3.41'113 �— — S.W.INV.(2.28)24 RCP SET PK 150.44' _ 5 ^ TRY CLUB LANE ( OO N 1 ,` WAY\ REVISED AUGUST 7,2017,NEW HOUSE LOCATION &DRIVE. V /60' RIGHT OF STREET REVISED APRIL 10,2017,NEW HOUSE LOCATION,NEW BRL'S AND THE FORMERLY(6c), IG 16TH AVERAGE CALCULATED GRADE AS PROVIDED BY CLIENT. AS PER PLAT NOTE: TREE MARKED THUS X INDICATE TREES TO BE REMOVED REVISED MARCH 15,2017 TO SHOW THE EXISTING CONTOURS ON THE LOT. NOT VAUD W17HOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. NOTES LEGEND DATE NOVEMBER 30 2016 1.BEARINGS ARE BASED ON THE WEST PROPERLY UNE OF LOT 2 LTHEAS BEING NO6�8'42"W.(AS PER PLAT) 2 THIS ISA SKETCH TO SHOW A PROPOSED RESIDENCE ^S^cerawcn HEREON - DENOTES CONCRETE MONUMENT SCALE 1"71 30' 3.ELEVATIONS SHOWN THUS(15.0)REFER TO US DEPARTMENT OF COMMERCE NATIONAL OCEANIC& z—x DENOTES FENCE JOB N0. 42716 ATMOSPHERIC ADMINISTRATION NOAA),NATIONAL GEODETIC SURVEY(NGS)DATUM.NORTH AMERICAN 0 DENOTES PROPERTY CORNER F BOOK(5) N/A VERTICAL DATUM OF 1988(NAVD OF 1988) SET AS NOTED UNSHADED"X" N/A AVERAGE CALCULATED GRADE (ACG) ELEVATION (13.31) 4.BY GRAPHIC PLOTTING ONLY,THE PROPERTY SHOWN HEREON LIES WITHIN ZONES: DENOTES 1/Y IRON PIPE PAGE(S) AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY(F.E.M.A.),NATIONAL FLOOD FOUND LS 3848 COMPUTER 42118 PL PUN 11-,4-16.DWG INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP (F.I.R.M.) COMMUNITY PANEL NUMBER: X DENOTES CROSS CUT FILE NAME (JEFF ON SERVER) GARAGE FINISH FLOOR ELEVATION (13.91) 120075 0409 H MAP REVISED DATE: `+i 2^13 MAP NUMBER 12031C0409H 6"ABOVE ACG 5.UNLESS OTHERWISE NOTED.ANY PORTON(A THE PARCEL THAT MAY BE DEEMED AS WETLANDS BY STATE OR GOVERNMENTAL AGENCIES.HAS BEEN DETERMINED AND ANY UA51UI RESULTING A & J LAND SURVEYORS, INC. ENTRY FINISH FLOOR ELEVATION (15.01) THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. CERTIFICATE OF AUTHORIZATION NO. LB 6661 20" ABOVE ACG 6.THAT HAVE NOTRBEENISHDWN OR EASEMENTS OF RECORD EVIDENCED BY TITLE EXAMINATION PROFESSIONAL LAND SURVEYORS GRAPHIC SCALE HOUSE FINISH FLOOR ELEVATION (15.31) ABBREVIATIONS THAT MAY BE USED IN THIS SURVEY 5847 ON LLA STREET ESM ELECTRIC SERVICE METER JACKSONVILLE, FLORIDA 32207 24"ABOVE ACG P.C.P. PERMANENT CONTROL POINT LICENSED BUSINESS 0 t5 30 1zD P.R.M. PERMANENT REVERSE MONUMENT LB OFFICE: (904) -173533 P.R.C. POINT OF REVERSE CURVE GM GAS METER FAX: (904) 346-1736 P.O.B. POINT OF BEGINNING DWG DRAWING P.O.R. POINT OF REFERENCE CA- CHAIN LINK P.C. POINT OF CURVATURE A/C AIR CONDITIONER ( FEET ) CATION P.T. PONT OF TANGENCY TWH ID TANKLESSFlWATER HEATER IN 7HH TELEPHONE HAND HOLE FB FIELD BOOK 1 inch = 30 it TOB TOP OF BANK R= RADIUS EQUALS WM WATER METER L= ARC LENGTH EQUALS Wry WATER VALVE CHs CHORD BEARING&DISTANCE EQUALS DWG DRAWING IP= IRONPIPE CENTRAL ANGLE EQUALS GEORGE J. WARD, STATE OF FLORIDA, R\W RIGHT OF WAY NO. NUMBER REGISTERED LAND SURVEYOR, CERTIFICATE No. 5155 9 .R.L. BUILDING RESTRICTION UNE CO— CONCRETE J�� 6' CONNECTION TO 21 L.F.N 9.5 ww ROOF DRAIN SWALE 10.5 I / Orn 10% Q $ SEL VA MARINA UNIT NO. 6 34 _ - (TYP, REFER TO ARCH. 10.5 1 ga' - --- 2� P A L�1 T®B\ - - - Y LOT 3, PLAT BOOK 34, PA ES 51, 51A & 51B PLAN FOR EXACT �-. / ^ �`, NBLOCK 6 DOWNSPOUT LOCATION) _ - 18'j [EC. / w EXISTING ° ,LOT 22, LOCK 6 /� �'� i - �0.9 / 12" VALM•'� �I GROUND 1�2 �_ ^N C„ 0 ` \ 8" P LM 1/7 AK �� �c� - I �� 10�/ PALM Q_ SWALE DETAIL to g 29 'F.-SWALE 1A - LOT 23 c $ 8 1b„E 13.0 I W ���� -11.5' 16" OAKS a� PLqCK 6 N.T.S. cIl � / N� 03 ,�_. �� Lo 41 �� e� X17"24Ak.F.N / I V P 12.0 13.0 \5 r�a G• I I I I 1 PVC (4) s", �IVALE \ 1 2.0\ ' I I ► W o E -� ) °20'10 TAND PIPES- 10 TW.-- - "� --f--- �, S89°20'10"W - - --�4- -- �:p-- »E 9 .2 I z „� ► �� 5 \\ - Ng / 4� Q• 2) \�2 7g � � a H .�1 N 193.58 -� AGS -N / C T IOL P( L 43 LF-8" p pkAK TW „ AK \ a 8" 3 LF 8 14.50 00.50% SL E . T - _ l , J - �!I I / HCL. 10 PAL 27 L.F.NSWALE �` � '° A ADS PIPEppppO _� I X15" 6K\ \ I m �2 /' K7 0.50 SL15E MA �,, / 20" OAKt,C� ,11� j \ \ ^ rnow i rn CLEANOUT / _ OSE I \ LOT 11 \ 0 co D x � n INV.=13.10 4 0 - 'G I / Poi / \ BOCK 61 I I \ 91 D \ I�I Ro A/C 14.50 2� /�I \ I '� ' / ( \ o 11.0 �-�( 12.0 UNIT ASF ,��( \ \ MLP / / , I 5D 8 LOT 1, II _�\ r8" Ro / co\ BLOCK 6 II P�O #�6 R�5 OPE \ -- - ,12 \ 8„ 0 1 cn m I p 'T7 0 I I E _ \ 023" MAG. \ p \ W I 1 b o�5 S�oP yo PROP�SNO �N� l D mo n' Q�"13' PA .f� ° CA o0o,.01 10, 35 L.F.NSWALE I i /I PROP RPSS �� ,�5g0 X52 0 \ C�1.4.50 \ �°� �� � � I I 1 � D p D \ ;N,��'`•yo _GOP�O�R�N - \\ \y I /r \ �A�`1 I II I II ,8 ID0o1 L _ ZBRICK LINED r- I / -S ::E m CONCRETE WALK PALM\ D 0 11.0 I Ja ; / Ln 3-6 / �1 I P�I- I gyp_ W I m 4 CLF . PG 10 STEPS ( \rn W1 �`' ''� I Ln N z 1" \I Ik \ WALK �•.. .13.50 \\ 1 Ps L\n� i 1 �tALN1 -1 I I !d �3 10.0 � ��'1 ��1 CONCRETE t� 24 LF-8" ADS PIPE r \ \ \ O 0.50% SLOPE N / : ,.a ! `t 0 X10" PAM I d 1.P / ZONCR E �. _ _ 21 ' HIC) I t P}�Ico OD 13 �M �. 13.30 .. :dRIVE n _ b,\ & - - _ // / / / � 42 L.F.NSWALE _ -�.. . 1. �. , . tee-- / / M P comc) `w W U O i \ -r`: •a •1y . :\' , j 14- - / / / / o rn rn Q W N o ..� ,, d / \ / STOP x S41°30'44"W a Woo �. / -�-. =� - - I 0 30' B R 1�,� j3.20 / /i 1 � ' / CHORD=40.28' o U w 12.00 - 2, ' 4" , „ o H w 1 - �-. . ;. •i.2 - MYR. CL, - / DELTA=84'21 08 Z -12- 8.80 - -1a. -' / „/l RADIUS=30.00' ��" MLP -11- - _ _ 2 2 ARC=44.17 'Q 2,-10 --M YR. C� 7 r- 7.16 , 70 _ 0.161 s,s )EA............OHE °• G � . . oWM Rte,�L ,� i 9 10.0 - .� ' � : , 10- - � � -- - - �- - G .` 152.82 _ _ , MAX IN RO'Nt � -7 - ................ 8... f - y •41'1B' - ASIN V (6.50) = - i . - BENCHMAR :.._- -f6.80 6.94 C � - 83 , 8W - 12" SO _ B - - - - CATCH � ELE E...,...... . �W _ _ _ - ±6.85 _ S83-41'1 CPP... /........................... . . 12 MAX�N g 67 G GRATE 6.53 NGVD (1988 ��� dam .. - 0 & GUTTER �Eq N.E. INV. 2.28 24„ RCP SET P N&D ° _ � _----- 150.44 .....�_•�_ - / f6.95 (7.08)BC 18" CURB 6.75 S.W. IN R E.............._ w 4 ..OM THH _ � LANE RKS ,, ,� .°e s i TRB _ - - - - �.oo U NT RY C L _ _�- - ,,,,,.,,opt - -8 NEW MIAMI CURB & C a _ VAPPROVED 0 18" CURB & G TIER g.926w GUTTER (TYP) x 60' RIGHT OF WAYS { }DENIED Cho*.** 7.32 BC ))) - STREET RW RW 7 02� 6'g$ E� _ 16TH { NOT APPLICABLE TO DEFT °oA ust9 2017 4 7.11 EA y�1 _ -� FORMERLY 16 pLAT R V=20' AS PER C-1 S,W MAP SHOWING PLOT PLAN OF /N� p LOT 2, BLOCK 6, SELVA MARINA UNIT N0. 2, ACCORDING TO PLAT / LOT 21, y THEREOF AS RECORDED IN PLAT BOOK 27, PAGES 6 AND 6A, lw E- BLOCK 6TOGETHER WITH LOT 23, BLOCK 6, SELVA MARINA UNIT NO. 6, G 11r, o ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 34, PAGES j \ 4 51, 51A AND 51B, OF THE CURRENT PUBLIC RECORDS OF DUVAL rn g ^ 1 m=� COUNTY, FLORIDA. � �� 1\ to A UNIT 0.& Z9A r0 0 ; IMPERVIOUS CALCULATIONS BUILDING COVERAGE SELVA MGoIN PAGES 9 �Z �� LOT AREA 26,397 SQ. FT. LOT AREA 26,397 SQ. FT. O 11 7�!LBUIL ING AREA 31000 BUILDING AREA 0 AT B OK 'Iti PORCHES COVERED PLAT T 4, 6 w m 882 882 \ ' B pGK 6 UNIT NO & 51B old AFLA T/C PAD 18 21 B67 TOTAL 3882 \ SELVA MARIN GES 51, 51 A TOTAL MP AREA RV10US 6267 S0. FT. 3'882/26,397= 14.71% BOOK 34, PA w ' 6,267/26,397= 2374% t ' PLAT LOT 22, A' \ BUILDING HEIGHT 31'9 11/16" 1 BLOCK 6 1 MD. 1 1402to 188,41'(FMl LpT 3, 188.34 i_PA 7 ABBREVIATIONS THAT MAY BE USED IN THIS SURVEY BLOCK 6 7 5' 8 R'L� a, 0. S71'56'50"E ABBREVIATION DEFINITION 12" A M• K 7'MAG. LOT 37.58' T (FM) FIELD MEASURED DATA RI0 / �8.p41",' O E e' LM AR ni(1G( iD•PALM• S1155'32"E(FM) V BC BACK OF CURB 1 2"IP•4// D b i6'-OAK—. dj' 37.56'(FM) D 0 ID N78 _ ' t P M •1T OAK =' CL CLUSTER 6"IAA= e•S CLF CHAIN LINK FENCE S89'20'10"W N89'20' se9zo' "w(FM) o'r' 2 O6' FND. CM CONCRETE MONUMENT 193.58' 0.22'WEST 1%Nz°iP MAc.Tw.N89' '10"E W i9z.t1'(FM) P 1,�+''e. 9 .216',-NODI CONC. CONCRETE 0..22 WES' 0ID �8" W z.a' s N 16. 10••PA 4' CPP CONCRETE POWER POLE u 15 MA '•Not"_1 O DEC. DECIDUOUS zo^oAA 3^N Ln A TTI EA EDGE OF ASPHALT 43"OAK 6� . ' o LOT 2, TU F.F.E. FINISH FLOOR ELEVATION BLOCK N 2 FL FLOOD LIGHT FND. FOUND UNIT `'• Nt60 p£� E 1 •23' G C) ^� 8'o K .4 G GUTTER \c�P tpr 'Tl . pW " HTC. HICKORY P '26•OAK l %tm HOLLY 595' I 10 INDIAN O LIVELOT 1, cuIP IRON PIPE BL CK 6MAG. MAGNOLIA =.t\cP WALx 1° cy'�GH 6� P'>LM m ISI MLP METAL LIGHT POLE 21.0 30.OAK �6. .� `A N MSP METAL SIGN POLE 25• * 'w ' P' t�z•m MYR. MYRTLE G' t PA •1 44xN 1N ; OHE OVER HEAD ELECTRIC LINE uoW , 1 2 HI' 0.P SQ. SQUARE ^�� •13'PALM 11'' - - THH TELEPHONE HAND HOLD \ .-N 17"PAL{ - � �• q 81 w TR. TRIPLET TRB TELEPHONE RISER BOX 1 S41'30'44"W Tw. TWIN 30'B.R.L.L -� w CHORD=40.28' m tz tp^W FM ' 2 •oL Ft�a C DELTA=84'21'08" WM WATER METER PUBLIC UTI LIT 1 S e•RAINTREE FM WP WOOD POST u' Y 2• RADIUS=30.00' 1 58340 3 t ARC-44.17' FNO. CL. 1 ID t4z•IP . 0 ID 152.82' ( K) - - 5 53 6ET P NAdQ { �APPROV D SB3'4_?�8 W- A 6.53 5 N.E.INV. 2 2 RCP NGVO 19 8 _ - - 150.44' - 5• W.INv.2.ze za^RCP { ENIED { T APPLICABLE TO DEPT COUNTRY CLUB LANE (60' RIGHT OF WAY) REVISED AUGUST 7,2017,NEW HOUSE LOCATION&DRIVE. FORMERLY 16TH STREET REVISED APRIL 10, 2017,NEW HOUSE LOCATION,NEW BRL'S AND THE AS PER PLAT AVERAGE CALCULATED GRADE AS PROVIDED BY CLIENT. NOTE: TREE MARKED THUS X INDICATE TREES TO BE REMOVED REVISED MARCH 15,2017 TO SHOW THE EXISTING CONTOURS ON THE LOT. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1.NOTES BEARINGS ARE BASED ON THE WEST PROPERTY LINE OF LOT 2 LANE AS BEING N0618'42 W.(AS PER PLAT) LEGEND DATE NOVEMBER 30.2016 N 2.THIS IS A SKETCH To SHOW A PROPOSED RESIDENCE IXN THE LANDS DESCRIBED HEREON. DENOTES CONCRETE MONUMENT SCALE 1"= 30' 3.ELEVATIONS SHOWN THUS(15.0 REFER TO US DEPARTMENT OF COMMERCE NATIONAL OCEANIC& x-x DENOTES FENCE JOB NO. 42716 ATMOSPHERIC ADMINISTRATION NCAA),NATIONAL GEODETIC SURVEY(NGS)DATUM,NORTH AMERICAN DENOTES PROPERTY CORNER VERTICAL DATUM OF 1988(NAVD OF 1988) SET AS NOTED F.BOOK(S) N/A AVERAGE CALCULATED GRADE (ACG) ELEVATION (13.31) 4.BY GRAPHIC PLOTTING ONLY,THE PROPERTY SHOWN HEREON LIES WITHIN ZONES: UNSHADED"%" N/A AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY(F.E.M.A.),NATIONAL FLOOD 0 DENOTES S51/�eRON PIPE PAGE(S) GARAGE FINISH FLOOR ELEVATION (13.91) INSURANCE PROGRAM, FLOW INSURANCE RATE MAP (F.I.R.MJ COMMUNItt PANEL NUMBER: COMPUTER 42716 PLD'PLAN 11- 16.OWG 120075 0409 H : MAP REVISED DATE N O1 MAP N M8 R 1 031.040 H X DENOTES CROSS CUT FILE NAME (JEFF ON SERVER) 6"ABOVE ACG 5.UNLESS OTHERWISE NOTED,ANY PORTION OF THE PARCEL THAT MAY BE DEEMED AS WETLANDS ENTRY FINISH FLOOR ELEVATION (15.01) BY STATE OR GOVERNMENTAL AGENCIES,HAS BEEN DETERMINED AND ANY LIABILITY RESULTING A & J LAND SURVEYORS, INC. 20" F THE ABOVE ACG fi.TTHEREEREROM MAY BE RESTRICTIONS ORIS NOT THEBEASEMENTS OF RECRORDNEVIDENCED BY TITLE EXAMINATION CERTIFICATE OF AUTHORIZATION NO. LB 6661 T� �T SCALE THAT HAVE NOT BEEN SHOWN HEREON. PROFESSIONAL LAND SURVEYORS GRAPHIC 'SCALE HOUSE FINISH FLOOR ELEVATION (15.31) ABBREVIATIONS THAT MAY BE USED IN THIS SURVEY 5847 LUELLA STREET 24" ABOVE ACG P.C.P. PERMANENT CONTROL POINT ESM ELECTRIC SERVICE METER JACKSONVILLE, FLORIDA 32207 30 0 +s 302 60 1202 P.R.M. PERMANENT REFERENCE MONUMENT LB LICENSED BUSINESS P.R.C. POINT OF REVERSE CURVE GM GAS METER OFFICE: (904) 346-1733 P.O.B. POINT OF BEGINNING DWG DRAWING FAX: (904) 346-1735 P.O.R. POINT OF REFERENCE C.L. CHAIN LINK P.C. POINT OF CURVATURE A/C AIR CONDITIONER ( 'PT'''T ) P.T. POINT OF TANGENCY NO ID NO IDENTIFICATION 1 inch = 30 ft. THH TELEPHONE HAND HOLE TWH TANKLESS WATER HEATER TOB TOP OF BANK F.B. FIELD BOOK WM WATER METER R= RADIUS EQUALS WV WATER VALVE L= ARC LENGTH EQUALS DWG. DRAWING CH.- CHORD BEARING&DISTANCE EQUALS R\W RIGHT OF WAY A= DELTA OR CENTRAL ANGLE EQUALS GEORGE J. WARD, STATE OF FLORIDA, NO. NUMBER ' IRON PIPE REGISTERED LAND SURVEYOR, CERTIFICATE No. 5155 B.R.L BUILDING RESTRICTION LINE CONC. CONCRETE